HomeMy WebLinkAboutContract 34827C`I �'� ��'CREi�RI�' � ,
CITY OF FORT WORTH, TEXAS
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STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITI("), and Dunaway
Associates, L.P., (the "ENGINEER"), for a PROJECT generally described as: Southside III
Water Transmission Main from McCart Street Pump Station to Existing 36-inch Water Main in
the McPherson Boulevard/V1/est Cleburne Road Intersection.
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article II
Compensation
A. The ENGINEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
Invoice and Payment
The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
The ENGINEER will issue monthly invoices for all work performed under this
AGREEMENT. Invoices are due and payable within 30 days of receipt.
Upon completion of services enumerated in Article I, the final payment of any
balance will be due within 30 days of receipt of the final invoice.
(4) In the event of a disputed or contested billing, only that portion so contested will
be withheld from payment, and the undisputed portion will be paid. The CITY
will exercise reasonableness in contesting any bill or portion thereof. No
interest will accrue on any contested portion of the billing until mutually
resolved.
(5) If the CITY fails to make payment in full to ENGINEER for billings contested in good
faith within 60 days of the amount due, the ENGINEER may, after giving 7 days'
written notice to CITY, suspend services under this AGREEMENT until paid in full,
including interest. In the event of suspension of services, the ENGINEER shall
have no liability to CITY for delays or damages caused the CITY because of such
suspension of services.
STANDARD ENGINEERING AGREEMENT (REV 10/06/O5)
Page 1 of 14
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� ORIGINAL
Article N
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
A. General
The ENGINEER will serve as the CITY's professional engineering
representative under this Agreement, providing professional engineering
consultation and advice and furnishing customary services incidental thereto.
B. Standard of Care
The standard of care applicable to the ENGINEER's services will be the degree
of skill and diligence normally employed in the State of Texas by professional
engineers or consultants performing the same or similar services at the time
such services are performed.
C. SubsurFace Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering work
to be perFormed hereunder. The ENGINEER shall also advise the CITY
concerning the results of same. Such surveys, tests, and investigations
shall be fumished by the CITY, unless otherwise specified in
Attachment A.
(2) In soils, foundation, groundwater, and other subsurFace investigations, the
actual characteristics may vary significantly between successive test
points and sample intervals and at locations other than where
observations, exploration, and investigations have been made. Because
of the inherent uncertainties in subsurface evaluations, changed or
unanticipated underground conditions may occur that could affect the total
PROJECT cost and/or execution. These conditions and cost/execution
effects are not the responsibility of the ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in ink
on reproducible plastic film sheets, or as otherwise approved by CITY, which
shall become the property of the CITY. CITY may use such drawings in any
manner it desires; provided, however, that the ENGINEER shall not be liable for
the use of such drawings for any project other than the PROJECT described
herein.
STANDARD ENGINEERING AGREEMENT (REV 10/O6/O5)
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E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on-site representatives or otherwise, do not make the ENGINEER or
its personnel in any way responsible for those duties that belong to the CITY
and/or the CITY's construction contractors or other entities, and do not relieve
the construction contractors or any other entity of their obligations, duties, and
responsibilities, including, but not limited to, all construction methods, means,
techniques, sequences, and procedures necessary for coordinating and
completing atl portions of the construction work in accordance with the Contract
Documents and any health or safety precautions required by such construction
work. The ENGINEER and its personnel have no authority to exercise any
control over any construction contractor or other entity or their employees in
connection with their work or any health or safety precautions.
(2) Except to the e�ent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the progress or
quality of the completed work on the PROJECT or to determine, in general, if
the work on the PROJECT is being pertormed in a manner indicating that the
PROJECT, when completed, will be in accordance with the Contract
Documents, nor shall anything in the Contract Documents or the agreement
between CITY and ENGINEER be construed as requiring ENGINEER to make
exhaustive or continuous on-site inspections to discover latent defects in the
work or otherwise check the quality or quantity of the work on the PROJECT. If,
for any reason, the ENGINEER should make an on-site observation(s), on the
basis of such on-site observations, if any, the ENGINEER shall endeavor to
keep the CITY informed of any deviation from the Contract Documents coming
to the actual notice of ENGINEER regarding the PROJECT.
(3) When professional certification of perFormance or characteristics of materials,
systems or equipment is reasonably required to perform the services set forth in
the Scope of Services, the ENGINEER shall be entitled to rely upon such
certification to establish materials, systems or equipment and perFormance
criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance with
Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no
control over cost or price of labor and materials; unknown or latent
conditions of existing equipment or structures that may affect operation or
maintenance costs; competitive bidding procedures and market conditions;
time or quality of performance by third parties; quality, type, management,
or direction of operating personnel; and other economic and operational
STANDARD ENGINEERING AGREEMENT (REV 10/06/OS)
Page 3 of 14
factors that may materially affect the ultimate PROJECT cost or schedule.
Therefore, the ENGINEER makes no warranty that the CITY's actual
PROJECT costs, financial aspects, economic feasibility, or schedules will
not vary from the ENGINEER's opinions, analyses, projections, or
estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations
have been made by the ENGINEER to ascertain that the construction contractor
has completed the work in exact accordance with the Contract Documents; that
the final work will be acceptable in all respects; that the ENGINEER has made
an examination to ascertain how or for what purpose the construction contractor
has used the moneys paid; that title to any of the work, materials, or equipment
has passed to the CITY free and clear of liens, claims, security interests, or
encumbrances; or that there are not other matters at issue between the CITY
and the construction contractor that affect the amount that should be paid.
H. Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of
information compiled and furnished by others, and may not always represent the
exact location, type of various components, or exact manner in which the
PROJECT was finally constructed. The ENGINEER is not responsible for any
errors or omissions in the information from others that is incorporated into the
record drawings.
I. Minority and Woman Business Enterprise (MNVBE) Participation
In accord with City of Fort Worth Ordinance No. 15530, the City has goals for
the participation of minority business enterprises and woman business
enterprises in City contracts. Engineer acknowledges the M/WBE goal
established for this contract and its commitment to meet that goal. Any
misrepresentation of facts (other than a negligent misrepresentation) and/or the
commission of fraud by the Engineer may result in the termination of this
agreement and debarment from participating in City contracts for a period of
time of not less than three (3) years.
J. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years
after final payment under this contract, have access to and the right to examine
and photocopy any directly pertinent books, documents, papers and records of
the ENGINEER involving transactions relating to this contract. ENGINEER
agrees that the CITY shall have access during normal working hours to all
STANDARD ENGINEERING AGREEMENT (REV 10/06/OS)
Page 4 of 14
necessary ENGINEER facilities and shall be provided adequate and appropriate
work space in order to conduct audits in compliance with the provisions of this
section. The CITY shall give ENGINEER reasonable advance notice of
intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the CITY
shall, until the expiration of three (3) years after final payment under the
subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such subconsultant,
involving transactions to the subcontract, and further, that the CITY shall have
access during normal working hours to all subconsultant facilities, and shall be
provided adequate and appropriate work space, in order to conduct audits in
compliance with the provisions of this article together with subsection (3)hereof.
CITY shall give subcon-sultant reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may be
requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost
of copies at the rate published in the Texas Administrative Code in effect as of
the time copying is perFormed.
K. ENGINEER's Insurance
(1) Insurance coverage and limits:
ENGINEER shall provide to the City certificate(s) of insurance documenting
policies of the following coverage at minimum limits that are to be in effect prior
to commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$2,000,000 aggregate
Automobile Liability
$1,000,000 each accident on a combined single limit
or
$250,000 Property Damage
$500,000 Bodily Injury per person per occurrence
A commercial business policy shall provide coverage on "Any Auto", defined
as autos owned, hired and non-owned when said vehicle is used in the
course of the PROJECT.
STANDARD ENGINEERING AGREEMENT (REV 10/06lO5)
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Worker's Compensation
Coverage A: Statutory limits
Coverage B: Employer's Liability
$100,000 each accident
$500,000 disease - policy limit
$100,000 disease - each employee
Professional Liability
$1,000,000 each claim
$2,000,000 aggregate
Professional liability shall be written on a claims-made basis and shall
contain a retroactive date prior to the date of the contract or the first date of
services to be perFormed, whichever is earlier. Coverage shall be maintained
for a period of 5 years following the completion of the contract. An annual
certificate of insurance specifically referencing this project shall be submitted
to the City for each year following completion of the contract.
(2) Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the CITY prior to ENGINEER
proceeding with the PROJECT.
(a) Applicable policies shall be endorsed to name the CITY an Additional
Insured thereon, as its interests may appear. The term CITY shall include its
employees, officers, officials, agents, and volunteers as respects the
contracted services.
(b) Certificate(s) of insurance shall document that insurance coverage specified
in this agreement are provided under applicable policies documented
thereon.
(c) Any failure on part of the CITY to request required insurance documentation
shall not constitute a waiver of the insurance requirements.
(d) A minimum of forty-five (45) days notice of cancellation or material change in
coverage shall be provided to the CITY. A ten (10) days notice shall be
acceptable in the event of non-payment of premium. Such terms shall be
endorsed onto ENGINEER's insurance policies. Notice shall be sent to the
respective Department Director (by name), City of Fort Worth, 1000
Throckmorton, Fort Worth, Texas 76102.
(e) Insurers for all policies must be authorized to do business in the State of
Texas and have a minimum rating of A: VII in the current A.M. Best Key
Rating Guide or have reasonably equivalent financial strength and
solvency to the satisfaction of Risk Management.
STANDARD ENGINEERING AGREEMENT (REV 10/O6/O5)
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(f) Deductible limits, or self insured retentions, affecting insurance required
herein shall be acceptable to the CITY in its sole discretion; and, in lieu
of traditional insurance, any alternative coverage maintained through
insurance pools or risk retention groups must be also approved.
Dedicated financial resources or letters of credit may also be acceptable
to the City.
(g) Applicable policies shall each be endorsed with a waiver of subrogation
in favor of the CITY as respects the PROJECT.
(h) The City shall be entitled, upon its request and without incurring
expense, to review the ENGINEER's insurance policies including
endorsements thereto and, at the CITY's discretion, the ENGINEER may
be required to provide proof of insurance premium payments.
(i) The Commercial General Liability insurance policy shall have no
exclusions by endorsements unless the CITY approves such exclusions
in writing.
(j) For all lines of coverage underwritten on a claims-made basis, other than
Professional Liability, the retroactive date shall be coincident with or prior
to the date of the contractual agreement. The certificate of insurance
shall state both the retroactive date and that the coverage is claims-
made.
(k) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement and all insurance
required in this section, with the exception of Professional Liability, shall
be written on an occurrence basis.
(I) Sub consultants and subcontractors to/of the ENGINEER shall be
required by the ENGINEER to maintain the same or reasonably
equivalent insurance coverage as r�quired for the ENGINEER. When
sub consultants/subcontractors maintain insurance coverage,
ENGINEER shall provide CITY with documentation thereof on a
certificate of insurance.
Independent Consultant
The ENGINEER agrees to pertorm all services as an independent consultant
and not as a subcontractor, agent, or employee of the CITY.
Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in
writing of any existing conflicts of interest or potential conflicts of interest,
including personal financial interest, direct or indirect, in property abutting the
proposed PROJECT and business relationships with abutting property cities.
The ENGINEER further acknowledges that it will make disclosure in writing of
STANDARD ENGINEERING AGREEMENT (REV 10/06/05)
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any conflicts of interest that develop subsequent to the signing of this contract
and prior to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions of
the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the ENGINEER
will, if requested, assist the CITY in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
O. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the
ENGINEER should have been aware of at the time this Agreement was
executed, the ENGINEER shall revise plans and specifications, as required, at
its own cost and expense. However, if design changes are required due to the
changes in the permitting authorities' published design criteria and/or practice
standards criteria which are published after the date of this Agreement which
the ENGINEER could not have been reasonably aware of, the ENGINEER shall
notify the CITY of such changes and an adjustment in compensation will be
made through an amendment to this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
A. City-Furr�ished Data
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for the
ENGINEER's perFormance of its services and will provide labor and safety
equipment as required by the ENGINEER for such access. The CITY will
perForm, at no cost to the ENGINEER, such tests of equipment, machinery,
pipelines, and other components of the CITY's facilities as may be required in
connection with the ENGINEER's services. The CITY will be responsible for all
acts of the CITY's personnel.
C. Advertisements, Permits, and Access
STANDARD ENGINEERING AGREEMENT (REV 10/06/OS)
Page 8 of 14
Unless otherwise agreed to in the Scope of Services, the CITY will obtain,
arrange, and pay for all advertisements for bids; permits and licenses required
by local, state, or federal authorities; and land, easements, rights-of-way, and
access necessary for the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attomey,
insurance counselor, accountant, auditor, bond and financial advisors, and
other consultants as the CITY deems appropriate; and render in writing
decisions required by the CITY in a timely manner in accordance with the
project schedule in Attachment A.
E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or timing
of the ENGINEER's services or of any defect in the work of the ENGINEER or
construction contractors.
F. Asbestos or Hazardous Substances Release.
(1) CITY acknowledges ENGINEER will perform part of the work at CITY's
facilities that may contain hazardous materials, including asbestos
containing materials, or conditions, and that ENGINEER had no prior role
in the generation, treatment, storage, or disposition of such materials. In
consideration of the associated risks that may give rise to claims by third
parties or employees of City, City hereby releases ENGINEER from any
damage or liability related to the presence of such materials.
(2) The release required above shall not apply in the event the discharge,
release or escape of hazardous 5ubstances, contaminants, or asbestos is a
result of ENGINEER's negligence or if ENGINEER brings such hazardous
substance, contaminant or asbestos onto the project.
G. Contractor Indemnification and Claims
The CITY agrees to include in all construction contracts the provisions of Article
IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions
providing contractor indemnification of the CITY and the ENGINEER for
contractor's negligence.
STANDARD ENGINEERING AGREEMENT (REV 10/06/05)
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H. Contractor Claims and Third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain no
direct action against the ENGINEER, its officers, employees,
and subcontractors, for any claim arising out of, in connection
with, or resulting from the engineering services performed.
Only the CITY will be the beneficiary of any undertaking by the
ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY
and the ENGINEER and there are no third-party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity or
person regarding the PROJECT a provision that such entity or person shall
have no third-party beneficiary rights under this Agreement.
(4) Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. CITY's Insurance
(1) The CITY may maintain property insurance on certain pre-existing structures
associated with the PROJECT.
(2) The CITY will ensure that Builders Risk/Installation insurance is maintained at
the replacement cost value of the PROJECT. The CITY may provide
ENGINEER a copy of the policy or documentation of such on a certificate of
insurance.
(3) The CITY will specify that the Builders Risk/Installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
J. Litigation Assistance
The Scope of Services does not include costs of the ENGINEER for required or
requested assistance to support, prepare, document, bring, defend, or assist in
litigation undertaken or defended by the CITY. In the event CITY requests such
services of the ENGINEER, this AGREEMENT shall be amended or a separate
agreement will be negotiated between the parties.
K. Changes
The CITY may make or approve changes within the general Scope of Services
in this AGREEMENT. If such changes affect the ENGINEER's cost of or time
required for perFormance of the services, an equitable adjustment will be made
STANDARD ENGINEERING AGREEMENT (REV 1D/06/05)
Page 10 oT 14
through an amendment to this AGREEMENT with appropriate CITY approval.
Article VI
General Legal Provisions
Amendments to Article VI, if any, are included in Attachment C.
A. Authorization to Proceed
ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt
of a written Notice to Proceed from the CITY.
B. Reuse of Project Documents
C.
n
All designs, drawings, specifications, documents, and other work products of the
ENGINEER, whether in hard copy or in electronic form, are instruments of
service for this PROJECT, whether the PROJECT is completed or not. Reuse,
change, or alteration by the CITY or by others acting through or on behalf of the
CITY of any such instruments of service without the written permission of the
ENGINEER will be at the CITY's sole risk. The CITY shall own the final
designs, drawings, specifications and documents.
Force Majeure
The ENGINEER is not responsible for damages or delay in performance caused
by acts of God, strikes, lockouts, accidents, or other events beyond the control
of the ENGINEER.
Termination
(1) This AGREEMENT may be terminated only by the City for convenience on
30 days' written notice. This AGREEMENT may be terminated by either the
CITY or the ENGINEER for cause if either party fails substantially to perForm
through no fault of the other and does not commence correction of such
nonperformance with 5 days of written notice and diligently complete the
correction thereafter.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a.)
b. )
Cost of reproduction of partial or complete studies, plans, specifications
or other forms of ENGINEER'S work product;
Out-of-pocket expenses for purchasing storage containers, microfilm,
electronic data files, and other data storage supplies or services;
c.) The time requirements for the ENGINEER'S personnel to document the
work underway at the time the CITY'S termination for convenience so
that the work effort is suitable for long time storage.
STANDARD ENGINEERING AGREEMENT (REV 10/06/05)
Page 11 of 14
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(3) Prior to proceeding with termination services, the ENGINEER will submit to the
CITY an itemized statement of all termination expenses. The CITY'S approval
will be obtained in writing prior to proceeding with termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for
the convenience of the CITY. In the event of such suspension, delay, or
interruption, an equitable adjustment in the PROJECT's schedule, commitment
and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's
compensation will be made.
F. Indemnification
(1) The ENGINEER agrees to indemnify and defend the CITY from any loss,
cost, or expense claimed by third parties for property damage and bodily
injury, including death, caused solely by the negligence or willful
misconduct of the ENGINEER, its employees, officers, and subcontractors
in connection with the PROJECT.
(2) If the negligence or willful misconduct of both the ENGINEER and the
CITY (or a person identified above for whom each is liable) is a cause of
such damage or injury, the loss, cost, or expense shall be shared between
the ENGINEER and the CITY in proportion to their relative degrees of
negligence or willful misconduct as determined pursuant to T.C.P. & R.
Code, section 33.011(4) (Vemon Supplement 1996).
G. Assignment
Neither party shall assign all or any part of this AGREEMENT without the prior
written consent of the other party.
H. Interpretation
Limitations on liability and indemnities in this AGREEMENT are business
understandings befinreen the parties and shall apply to all the different theories
of recovery, including breach of contract or warranty, tort including negligence,
strict or statutory liability, or any other cause of action, except for willful
misconduct or gross negligence for limitations of liability and sole negligence for
indemnification. Parties mean the CITY and the ENGINEER, and their officers,
employees, agents, and subcontractors.
I. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT, its
interpretation and performance, and any other claims related to it. The venue
for any litigation related to this AGREEMENT shall be Tarrant County, Texas.
STANDARD ENGINEERING AGREEMENT (REV 10/06/OS)
Page12of14
J. Altemate Dispute Resolution
(1) All claims, disputes, and other matters in question between the CITY and
ENGINEER arising out of, or in connection with this Agreement or the
PROJECT, or any breach of any obligation or duty of CITY or ENGINEER
hereunder, will be submitted to mediation. If inediation is unsuccessful, the
claim, dispute or other matter in question shall be submitted to arbitration if both
parties acting reasonably agree that the amount of the dispute is likely to be less
than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall
be in accordance with the Construction Industry Arbitration Rules of the
American Arbitration Association or other applicable rules of the Association
then in effect. Any award rendered by the arbitrators less than $50,000,
exclusive of attorney's fees, costs and expenses, will be final, judgment may be
entered thereon in any court having jurisdiction, and will not be subject to appeal
or modification except to the extent permitted by Sections 10 and 11 of the
Federal Arbitration Act (9 U.S.C. Sections 10 and 11).
(2) Any award greater than $50,000, exclusive of attorney's fees, costs and
expenses, may be litigated by either party on a de novo basis. The award shall
become final ninety (90) days from the date same is issued. If litigation is filed
by either party within said ninety (90) day period, the award shall become null
and void and shall not be used by either party for any purpose in the litigation.
K. Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any reason
to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or
unenforceability will not affect any other provision, and this AGREEMENT shall
be construed as if such invalid, illegal, or unenforceable provision had never
been contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall
survive termination of this AGREEMENT for any cause.
L. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State laws
and regulations and with all City ordinances and regulations which in any way
affect this AGREEMENT and the work hereunder, and shall observe and comply
with all orders, laws ordinances and regulations which may exist or may be
enacted later by governing bodies having jurisdiction or authority for such
enactment. No plea of misunderstanding or ignorance thereof shall be
considered. ENGINEER agrees to defend, indemnify and hold harmless CITY
and all of its officers, agents and employees from and against all claims or
liability arising out of the violation of any such order, law, ordinance, or
regulation, whether it be by itself or its employees.
STANDARD ENGINEERING AGREEMENT (REV 10/06/O5)
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Article vz z
Attachments, Schedules, and Signatures
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, supersedes all prior written or oral understandings, and may only be changed
by a written amendment executed by both parties. The following attachments and schedules
are hereby made a part of this AGREEMENT:
Attachment A- Scope of Services
Attachment B — Compensation
Attachment C- Amendments to Standard Agreement for Engineering Services
Attachment D - Project Schedule
Attachment E - Location Map
Executed this the ��tlay of l,t�Q�L , 2007.
ATTEST:
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Marty Hendr
City Secretary
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ContracL Authoriza-tio��
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STANDARD ENGINEERING AGREEMENT (REV 10/O6/05)
Page 14 of 14
Y
CITY OF FORT WORTH
By: ���� � �
Marc A. Ott
Assistant City Manager
APPROVAL RECOMMENDED
��
A. Douglas Rademaker, P. E.
Director, Engineering Department
DUNAWAYASSOCIATES, L.P.
ENGINEER
By: �
Brian S. Darby, P. E.
Associate
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ATTACHMENT "A"
General Scope of Services
"Scope of Services set forth herein can only be modified by additions, clarifications, and/or
deletions set forth in the supplemental Scope of Services. In cases of conflict between the
Supplemental Scope of Services and the Genera/ Scope of Services, the Supplemental Scope
of Services shall have precedence over the General Scope of Services. "
GENERAL
1) Preliminary Conference with City
The Engineer shall attend preliminary conferences with authorized representatives of
the City regarding the scope of project so that the plans and specifications which are to
be developed hereunder by the Engineer will result in providing facilities which are
economical in design and conform to the City's requirements and budgetary
constraints.
2) Coordination with Outside Agencies/Public Entities
The Engineer shall coordinate with officials of other outside agencies as may be
necessary for the design of the proposed street, and storm drain and/or water and
wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure
necessary information from such outside agencies, to meet their requirements.
3) Geotechnicallnvestigations
The Engineer shall advise the City of test borings, and other subsurface investigations
that may be needed. In the event it is determined necessary to make borings or
excavate test holes or pits, the Engineer shall in coordination with the City and the
City's geotechnical engineering consultant, draw up specifications for such testing
program. The cosfi of the borings or excavations shall be paid for by the City.
4) Agreements and Permits
The Engineer shall complete all forms/applications to allow the City of Fort Worth to
obtain any and all agreements and/or permits normally required for a project of this size
and type. The Engineer will be responsible for negotiating and coordinating to obtain
approval of the agency issuing the agreement and/or permits and will make any
revisions necessary to bring the plans into �ompliance with the requirements of said
agency, including but not limited to highways, railroads, water authorities, Corps of
Engineers and other utilities.
5) Design Changes Relating to Permitting Authorities
If permitting authorities require design changes, the Engineer shall revise the plans and
specifications as required at the Engineers own cost and expense, unless such
changes are required due to changes in the design of the facilities made by the
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permitting authority. If such changes are required, the Engineer shall notify the City and
an amendment to the contract shall be made if the Engineer incurs additional cost. If
there are unavoidable delays, a mutually agreeable and reasonable time extension
shall be negotiated.
6) Plan Submittal
Copies of the original plans shall be provided on reproducible mylar or approved plastic
film sheets, or as otherwise approved by the Department of Engineering and shall
become the property of the City. City may use such drawings in any manner it desires;
provided, however that the Engineer shall not be liable for the use of such drawings for
any project other than the project described herein; and further provided, that the
Engineer shall not be liable for the consequences of any changes that are made to the
drawings or changes that are made in the implementation of the drawings without the
written approval of the Engineer.
PHASE 1
7) Right-of-Way, Easement and Land Acquisition Needs
The Engineer shall determine the rights-of-way, easement needs for the construction of
the project. Engineer shall determine ownership of such land and furnish the City with
the necessary right-of-way sketches, prepare necessary easement descriptions for
acquiring the rights-of-way and/or easements for the construction of this project.
Sketches and easement descriptions are to be presented in form suitable for direct use
by the Department of Engineering in obtaining rights-of-way, easements, permits and
licensing agreements. All materials shall be furnished on the appropriate City forms in a
minimum of four (4) copies each.
8) Design Survey
The Engineer shall provide necessary field survey for use in the preparation of Plans
and Specifications. The Engineer shall furnish the City certified copies of the field data.
9) Utility Coordination
The Engineer shall coordinate with all utilities, including utilities owned by the City, as to
any proposed utility liens or adjustment to existing utility lines within the project limits.
The information obtained shall be shown on the conceptual plans. The Engineer shall
show on the preliminary and final plans the location of the proposed utility lines,
existing utility lines, based on the information provided by the utility, and any
adjustments and/or relocation of the existing lines within the project limits. The
Engineer shall also evaluate the phasing of the water, wastewater, street and drainage
work, and shall submit such evaluation in writing to the City as part of this phase of the
project.
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10) Conceptual Plans
The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans
which include layouts, preliminary right-of-way needs and preliminary estimates of
probable construction costs for the Engineer's recommended plan. For all submittals,
the Engineer shall submit plans and documents for street/storm drain and
water/wastewater facilities. The Engineer shall receive written approval of the Phase 1
Plans from the City's project manager before proceeding with Phase 2.
PHASE 2
11) Design Data
The Engineer shall provide design data, reports, cross-sections, profiles, drainage
calculations, and preliminary estimates of probable construction cost.
12) Preliminary Construction Plans and Technical Specifications
The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans
and five (5) copies of the preliminary technical specifications for review by the City and
for submission to utility companies and other agencies for the purposes of coordinating
work with existing and proposed utilities. The preliminary construction plans shall
indicate location of existing/proposed utilities and storm drain lines. The Engineer shall
receive written approval of the Phase 2 plans from the City's project manager before
proceeding with Phase 3.
PHASE 3
13) Final Construction Plans
The Engineer shall furnish five (5) copies of the final construction plans and contract
specifications for review by the City.
14) Detailed Cost Estimate
The Engineer shall furnish four (4) copies of detailed estimates of probable construction
costs for the authorized construction project, which shall include summaries of bid items
and quantities.
15) Plans and Specification Approval
The Engineer shall furnish an original cover mylar for the signatures of authorized City
officials. The Contract Documents shall comply with applicable local, state and federal
laws and with applicable rules and regulations promulgated by local, state and national
boards, bureaus and agencies. The Engineer shall receive written approval of the
Phase 3 plans from the City's project manager before proceeding with Phase 4.
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PHASE 4
16) Final Approved Construction Plans
The Engineer shall furnish 45 bound copies of Phase 4 final approved construction
plans and contract specifications. The approved plans and contract specifications shall
be used as authorized by the City for use in obtaining bids, awarding contracts, and
constructing the project.
17) Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the
bidding documents, and assist the owner in determining the qualifications and
acceptability of prospective constructors, subcontractors, and suppliers. When substitu-
tion prior to the award of contracts is allowed by the bidding documents, the Engineer
will advise the owner as to the acceptability of alternate materials and equipment
proposed by the prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received for the
construction of the project and shall make a recommendation of award to the City.
19) Prebid Conference
The Engineer shall attend the prebid conference and the bid opening, prepare bid
tabulation sheets and provide assistance to the owner in evaluating bids or proposals
and in assembling and awarding contracts for construction, materials, equipment, and
services.
PHASE 5
20) Preconstruction Conference
The Engineer shall attend the preconstruction conference.
21) Construction Survey
The Engineer shall be available to the City on matters concerning the layout of the
project during its construction and will set control points in the field to allow City survey
crews to stake the project. The setting of line and grade stakes and route inspection of
construction will be pertormed by the City.
22) Site Visits
The Engineer shall visit the project site at appropriate intervals as construction
proceeds to observe and report on the progress and the quality of the executed work.
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23) Shop Drawing Review
The Engineer shall review shop and erection drawings submitted by the contractor for
compliance with design concepts. The Engineer shall review laboratory, shop, and mill
test reports on materials and equipment.
24) Instructions to Contractor
The Engineer shall provide necessary interpretations and clanfications of contract
documents, review change orders and make recommendations as to the acceptability
of the work, at the request of the City.
25) Differing Site Conditions
The Engineer shall prepare sketches required to resolve problems due to actual field
conditions encountered.
26) Record Drawings
The Engineer shall prepare record drawings from information submitted by the
contractor.
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EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: WATER IMPROVEMENTS
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes engineering services for water and sanitary sewer
improvements for the following:
Southside III Water Transmission Main From McCart St Pump Station to Existing 36-inch
Water Main in McPherson/Cieburne Intersection
City Project No. 00366
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A — PRE-ENGINEERING
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. These include the following:
One (1) pre-design kick-off meeting, (including the CITY's Department of
Engineering and other departments that are impacted by the project).
One (1) informational meeting with the owners of the property which the
Water Line will cross.
One (1) review meeting at completion of the City's review of the conceptual
engineering plans.
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b. Data Collection
In addition to data obtained from the City, ENGINEER will research and
make efforts to obtain pertinent information to aid in coordination of the
proposed improvements with planned future improvements that may
influence the project. ENGINEER will also identify and seek to obtain data
for existing conditions that may impact the project including; utilities, City
Master plans, property ownership as available from the Tax Assessor's
office.
c. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
including utilities owned by the City, TxDOT and railroads. These entities
shall also be contacted if applicable, to determine plans for any proposed
facilities or adjustment to existing facilities within the project limits. The
information obtained shall be shown on the concept plans. The ENGINEER
shall show the location of the proposed utility lines, existing utility lines and
any adjustments and/or relocation of the existing lines within the project
limits. ENGINEER shall complete all forms necessary for City to obtain
permit letters from TxDOT and railroads and submit such forms to the City.
City shall be responsible for forwarding the forms to the affected agencies
for execution.
PART B- CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Alignment
a. The ENGINEER will meet with affected parties as outlined in Part A above to
gather information pertinent to the alignment of the proposed Water Line improvements.
b. ENGINEER will develop a geometric alignment for the Water Line route along
future McCart Ave and McPherson Blvd. This viable alternative will be depicted in exhibits.
The vertical profile of the proposed Water Line will be considered in the Conceptual
Alignment. The ENGINEER shall submit a copy of the Conceptual Alignment which
includes layouts and preliminary right-of-way needs as the ENGINEER's recommended
plan.
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2. Conceptual Engineering
i. Surveys for Design
a. After approval of the Conceptual Alignment, the ENGINEER will perform
field surveys to collect horizontal and vertical elevations and other information
which will be needed for use by the ENGINEER in design and preparation of plans
for the project. Information gathered during the survey shall include topographic
data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations,
location and buried utilities, structures, and other features relevant to the final plan
sheets.
b. Specifically, the design survey will include the following:
1) HORIZONTAL & VERTICAL CONTROL — Establish horizontal and
vertical control along the route of the project.
2) EASEMENT PREPARATION & PLATTING SERVICES — Prepare
two (2) permanent easements for the proposed sanitary sewer line with
legal descriptions and exhibits. The easements shall be tied to the Texas
State Plane Coordinate System North Central Zone NAD 83. Prepare six
(6) temporary construction easements for the proposed water line with legal
descriptions and exhibits.
3) BORE HOLES — Stake eight (8) bore holes along the proposed
waterline route for the project and provide X, Y& Z coordinates.
4) TOPOGRAPHIC SURVEY — Provide a topographic survey for the
project. Locate all the existing features within the topographic limits
including but not limited to power poles, trees or tree lines, buildings,
sanitary sewer clean-outs, paving, fences, property corners, driveways,
culverts, water valves, sanitary sewer manholes and grade breaks. The
width of the topographic survey shall be 50 feet centered on the proposed
waterline.
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c. Engineer will provide the following information:
All plans, field notes, plats, maps, legal descriptions, or other specified
documents prepared in conjunction with the requested services shall be
provided in a digital format compatible with the electronic data collection
and computer aided design and drafting software currently in use by the
CITY Department of Engineering. All text data such as plan and profile,
legal descriptions, coordinate files, cut sheets, etc., shall be provided in the
American Standard Code for Information Interchange (ASCII) format, all
drawing files shall be provided in MicroStation (DGN) or Autocad (DWG or
DXF) format (currently Release 2002), or as otherwise approved in writing
by the CITY, and all data colleted generated during the course of the
project shall become the property of the CITY.
The minimum information to be provided in the plans shall include the
following:
1. A Project Control Sheet, showing ALL Control Points, used or
set while gathering data. Generally on a scale of not less than
1 "=400';
2. The following information about each Control Point;
a. Identified (Existing City Monument #8901, PK Nail, 5/8"
Iron Rod)
b. X, Y and Z Coordinates, in an identified coordinate
system, and a referred bearing base. Z coordinate on
City Datum only.
c. Descriptive Location (Ex. Set in the centerline of the inlet
in the South curb line of North Side Drive at the East
end of radius at the Southeast corner of North Side
Drive and North Main Street).
3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc.,
in the same coordinate system, as the Control Points.
4. No less than two bench marks plan/profile sheet.
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5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when appropriate.
ii. Public Notification and Personnel/Vehicle Identification
a. Prior to conducting design survey, ENGINEER will notify affected residents of
the project in writing. The notification letter shall be on company letterhead and
shall include the following: project name, limits, DOE project no., Consultant's
project manager and phone no., scope of survey work and design survey
schedule. The letter will be reviewed and approved by the City prior to
distribution.
b. When conducting site visits to the project location, the ENGINEER or any of its
sub-consultants shall carry readily visible information identifying the name of
the company and the company representative. All company vehicles shall also
be readily identifiable.
iii. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 45 days after
Notice to Proceed Letter is issued.
b. The ENGINEER shall perform conceptual design of the proposed
improvements and furnish four (4) copies of the concept
engineering plans which includes layouts, preliminary right-of-way
needs and cost estimates for the ENGINEER's recommended plan.
ENGINEER shall perform remaining field surveys required for final
design of selected route(s). The ENGINEER shall also evaluate the
phasing of the water, sanitary sewer, street and drainage work, and
shall submit such evaluation in writing to the City as a part of the
concept phase of the project. All design shall be in conformance
with Fort Worth Water Department policy and procedure for
processing water and sewer design. ENGINEER shall review the
City's water and sewer master plan, other pertinent design
information and provide a summary of findings pertaining to the
proposed project.
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2. Preliminary Engineering
Upon approval of Conceptual Plans, ENGINEER will prepare preliminary
construction plans as follows:
a. Overall water and/or sanitary sewer layout sheets and an
overall easement layout sheet(s).
b. Preliminary project plans and profile sheets on 22" x 34"
sheets which show the following: Proposed water and/or
sanitary sewer plan/profile and recommended pipe size, fire
hydrants, water service lines and meter boxes, gate valves,
isolation valves, manholes etc., related appurtenances and
all pertinent information needed to construct the project.
Legal description (Lot Nos., Block Nos., and Addition
Names) along with properly ownership shall be provided on
the plan view.
c. For sewer lines, pipelines schedule for point repairs,
rehabilitation and replacement will be located on the base
sheets prepared from survey information gathered under
Part B, Paragraph b. Conflicts shall be resolved where
pipelines are to be rehabilitated on the same line segment.
Base sheets shall reference affected or adjacent streets.
Where open-cut and trenchless technology construction is
anticipated, below and above ground utilities will be located
and shown on the base sheets.
d. Existing utilities and utility easements will be shown on the
plan and profile sheets. ENGINEER will coordinate with
utility companies and the City of Fort Worth to determine if
any future improvements are planned that may impact the
project.
e. The design for sewer service line reroute/relocation will be
provided if the flow line elevation of the sewer service can
be determined from the cleanout location. If this elevation
cannot be determined during design survey, the design
shall be provided after award of the construction contract.
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f. The ENGINEER shall make provisions for reconnecting all
identifiable water and/or wastewater service lines which
connect directly to any main being replaced, including
replacement of existing service lines within City right-of-
way or utility easement. When the existing alignment of a
water and sanitary sewer main or lateral is changed,
provisions will be made in the final plans and/or
specifications by the ENGINEER to relocate all service
lines which are connected to the existing main and
connect said service lines to the relocated main.
g. The ENGINEER will prepare standard and special detail
sheets for water line installation and sewer rehabilitation or
replacement that are not already included in the D-Section
of the City's specifications. These may include connection
details befinreen various parts of the project, tunneling
details, boring and jacking details, waterline relocations,
details unique to the construction of the project, trenchless
details, and special service lateral reconnections.
h. Right-of-Way Research
The ENGINEER will conduct preliminary research for
availability of existing easements where open-cut
construction or relocation of existing alignments is probable.
Temporary and permanent easements will be appropriated
based on available information and recommendations will
be made for approval by the City.
i. Geotechnical Services
Field Investigation
Subsurtace conditions will be evaluated with 12 borings,
spaced at approximately 500 feet on centers along the
selected alignment. 11 of the borings will be drilled to a
depth of 15 feet below the ground surface, and one to a
depth of 20 feet below the ground surface.
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Field personnel will drill the borings using truck-mounted
equipment. Cohesive and non-cohesive soil samples will be
obtained using three-inch diameter Shelby tube samplers
(ASTM D-I 587) and finro-inch diameter standard split-spoon
samplers (ASTM D-1586), respectively. If rock is
encountered, it will be penetrated using carbide tipped
augers, and Texas Cone Penetrometer tests will be utilized
at five foot intervals to evaluate the strength and
consistency of the formation. At the completion of drilling
operations, bore holes will be backfilled and plugged with
soil cuttings.
An engineering geologist or soils technician will extrude the
samples in the field, check the samples for consistency with
a hand penetrometer, carefully wrap them to preserve their
condition, and return them to the laboratory for testing. A log
of each boring will be prepared to document field activities
and results.
This cost estimate is based upon the assumption that the
boring locations will be readily accessible by
truck mounted equipment. If the locations are not
accessible, additional charges may apply.
Laboratory Investigation
Laboratory tests will be required for classification purposes,
and to determine soil strength characteristics. Tests will
include moisture content and soil identification, liquid and
plastic limit determinations, pocket penetrometer, and
unconfined compression tests. The specific types and
quantities of tests will be determined based on conditions
encountered in the borings.
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Engineering Services
The engineering report will be prepared by a senior
registered professional engineer and will present the results
of the field and laboratory data together with our analyses of
the results and recommendations. We will provide three
copies of the report. The report will address:
• General geological conditions, and potential geological
hazards;
• soil, rock and groundwater conditions encountered at
the boring locations;
• recommendations for design of thrust blocks;
• pipe support characteristics at the pipe bearing
elevations; and
• expected conditions for trenching and excavation.
j. Cathodic Protection System Design
Perform a detailed pipeline rights-of-way evaluation and stray
current control assessment for the proposed 6,040 feet of 36"
diameter water transmission pipeline. This data will then be used
to develop corrosion protection recommendations, designs and
specifications for the alternate pipe material options of mortar
coated steel, polyurethane coated steel, AWWA C303 bar
wrapped concrete cylinder pipe and ductile iron pipe.
In addition to the work identified in tasks 1 through 4 below the
following will apply to the ductile iron pipe option only:
Preliminary evaluation will include the use of our Design Decision
Model (DDM T'") process. The DDM ''M is a risk-based design
engineering tool that considers the likelihood of corrosion and the
consequences of corrosion failure in determining minimum
corrosion protection requirements. Use of a high risk-based
approach allows for application of the appropriate corrosion
control treatment(s) only where needed, rather than a broad-brush
approach applied to the entire pipeline or major portions thereof,
as is often done.
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Task 1- Document Review � Project Management
This task consists of all the preparatory work proceeding
the detailed testing in the field. The specific elements of
Task 1 are as follows:
• The pipeline construction drawings will be
reviewed to determine pipe depth and location
of pipeline features, and to select field sites for
testing.
The Principal Engineer will define the project
requirements and meet with the Senior
Corrosion Specialist to develop the field test
work plan.
Also under this task, the Technician will
assemble all of the test equipment and confirm
proper calibration and operation of all
instrumentation.
Task 2 — Field Survey
It is anticipated that the field survey of the project will
require 3.0 days (10 hours/day) of field time, including the
time required to transport manpower and equipment to
and from the job-site. The Senior Corrosion Specialist and
Technician will perform the field tests. Field survey work
will include the following:
Soil resistivity measurements will be recorded in
accordance with ASTM G57-95. Measurements
will be performed form grade to depths of five, ten
and fifteen feet. A total of seven (7) sets of
readings will be recorded at approximately 1,000-
foot intervals, including one set at each end of the
pipeline.
Soil samples will be provided with one sample from
eight (8) locations at approximately 800 foot
intervals, obtained as close as possible to the
pipeline alignment and collected at pipe invert
depth, at that specific location. In addition, if
possible, groundwater samples will be collected
and analyzed from any water crossing located
along the pipeline route.
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Pipeline alignment will be surveyed with respect to
crossings of foreign pipelines and paralleling utility
systems. Existing cathodic protection systems and
locations of foreign line test stations will be
identified. The impact of the foreign pipeline
crossings will be assessed.
Pipeline alignment will be surveyed for possible
induced AC interference and the need for
protection under fault conditions.
• Dimensional field sketches will be created of
possible locations for cathodic protection anodes.
Locations of secondary AC service and sites for the
installation of sacrificial anodes will be noted.
Task 3— Data Analysis and Lab Work
Following the completion of the field survey, the crew will
return to Houston. All electrical data will be processed and
the soil samples will be tested. Included under this task
are all of the following:
• Soil resistivity test data will be evaluated including
the use of Barnes Layer techniques for determining
resistivities of the soil layer where the pipe is to be
installed.
Soil samples will be tested in the laboratory for
moisture content, pH, chloride ion concentration,
sulfide ion concentration and conductivity. Water
samples will be similarly tested, with the exception
of moisture content. Sulfate ion concentrations will
be determined for water samples as well.
DC interference test data will be tabulated and
analyzed
All data will be compiled and an overall analysis of
the conditions for galvanic and electrolytic
corrosion along the pipeline route will be
performed.
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Task 4— Corrosion Protection Design
Following the analysis of the electrical data and the soil
test results, corrosion protection and DC interference
mitigation requirements will be defined for all pipe material
options. Design criteria will include minimizing the impact
of the severe soil stresses in the area and a preference for
sacrificial anode versus impressed current cathodic
protection. Specific design deliverables will include
specifications for:
• Pipe Joint Electrical Continuity Bonding
• Flange Isolation
• Electrical Isolation at Cased Crossings
• Test Stations
• Stray Current Interference Mitigation at Foreign
Pipeline Crossings
• Cathodic Protection
• Detailed drawings will be submitted, as appropriate,
in conjunction with each of the above listed
specifications. Plan views of all DC interference
mitigation; and cathodic protection system designs
will be prepared. The locations of typical test
stations, and other cathodic protection or DC
interference mitigation devices will be scheduled
and included on the detail drawings.
• A report will be prepared that documents all test
data, analysis and a construction cost estimate for
cathodic protection and interference control
systems.
k. Corps of Engineers Section 404 Permit
Personnel will review the two proposed alignments for the 36-inch
water transmission line with regard to environmental impacts and
associated permitting that may be required for construction.
A NEPA review will be performed in accordance with the Corps of
Engineers guidance for linear project submittals. Information to be
reviewed includes: soils, waters of the U.S. cultural resources,
and threatened/endangered species. Sources of information
would include U.S. Geological Survey 7.5 min topographical
maps, Natural Resource Conservation Service soil surveys,
national wetland inventory maps, and Texas Parks and Wildlife
Department and U. S. Fish and Wildlife Service county lists of
endangered and threatened species.
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Site visits will be conducted to review the environmental
conditions for the proposed alignment. Reconnaissance will
include visual observations for NEPA issues, as well as potentially
contaminated sites in the vicinity of the proposed alignment.
Letters will be sent to federal and state agencies, as applicable,
requesting information on resources that have the potential to be
impacted by the installation. These may include, but not be limited
to, agencies such as the U.S. Fish and Wildlife Service, U.S.
Army Corps of Engineers, Texas Commission on Environmental
Quality (TCEQ), Texas Parks and Wildlife Department, and Texas
Historical Commission.
A wetlands determination for the project site will be perFormed for
the project site. The delineation will be perFormed in accordance
with USACE protocols, boundaries of jurisdictional waters will be
marked with pin flags and GPS coordinates.
Based on preliminary information provided, it appears that
permitting will not be required and that the project can likely be
conducted in accordance with a Corps of Engineers nationwide or
regional general permit (NWP or RGP). If notification of the Corps
is required for the applicable NWP or RGP, this will be prepared
and submitted.
A technical memorandum that details the findings of tasks listed
above.
The City will be responsible for any fees associated with permit
applications and easements.
Permitting, other than the notification necessary to complete the
project under a Corps of Engineers NWP or RGP is not included
at this time.
Archaeological Survey
For cultural resources, online reviews of available information will
be conducted in addition to a shovel test on the site as
recommended by the Council of Texas Archeologists (2002) and
accepted by the Texas Historical Commission.
m. Storm Water Pollution Prevention Plan
ENGINEER will prepare the Storm Water Pollution Prevention Plan
(SWPPP) required for the project for use by the Contractor during
construction. The City of Fort Worth's example will be used as a
EA1-13
03-2006021 ExhlbltA1 06-10.19 bsd.doc
template. ENGINEER will prepare drawings and details for the
proposed SWPPP improvements that the Contractors must use
during construction. Contractor shall be responsible for filing the
SWPPP plan with the appropriate regulatory agencies.
n. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and
rights-of-entry will be in conformance with "Submittal of
Information to Real Property for Acquisition of Property".
p. Utility Clearance Phase
The ENGINEER will consult with the City's Water
Department, Department of Engineering, and other CITY
departments, public utilities, private utilities and government
agencies to determine the approximate location of above
and underground utilities, and other facilities that have an
impact or influence on the project.
ENGINEER will design City facilities to avoid or minimize
conflicts with existing utilities.
The ENGINEER shall deliver a minimum of 13 sets of
approved preliminary construction plans to the City's Utility
Coordinator for forwarding to all utility companies, which
have facilities within the limits of the project.
q. Preliminary construction plan submittal
i. Preliminary plans and specifications shall be
submitted to City 60 after approval of
Conceptual Plans.
EA1-14
03-2006021 ExhlbltAl 06-10.�9 bsd.doc
ii. The ENGINEER shall deliver two (2) sets of
preliminary construction plans and two (2) sets of
specifications and contract documents to CITY for
review. Generally, plan sheets shall be organized as
follows:
Cover Sheet
General Notes/Legand
Easement layout (if applicable)
Abandonment
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. The ENGINEER shall submit a preliminary estimate
of probable construction cost with the preliminary
plans submitted. ENGINEER shall assist City in
selecting the feasible and/or economical solutions to
be pursued.
r. Review Meetings with City
The ENGINEER shall attend one (1) meeting with CITY to
discuss review comments for preliminary submittal. The CITY
shall direct the ENGINEER in writing to proceed with Final
Design for Final Review.
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 45 days after
approval of Preliminary Plans.
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY (each plan sheet shall be stamped, dated, and signed
by the ENGINEER registered in State of Texas) and submit two (2) sets of
plans and construction contract documents within 15 days of CITY's final
approval. Plan sets shall be used for Part C activities.
EA1-15
03-2006021 ExhlbltAl 06-10.19 bsd.doc
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable construction cost
with the final plans submitted.
c. Mylar Submittals
The ENGINEER shall submit a final set of mylar drawings for record
storage as follows:
Water and sanitary sewer plans shall be submitted as one
set of plans. Water and sanitary sewer plans shall be
separate from paving and drainage plans. All sheets shall
be standard size (22" x 34") with all project numbers
(Water/Sanitary Sewer and TPV� prominently displayed.
2. For projects where paving/grating/drainage improvements
occur on a Water Department funded project with no T&PW
funding involved, a separate set of mylars with cover sheet
shall be submitted for TPW.
3. Signed plans sets shall also be submitted as an Adobe
Acrobat PDF format (version 6.0 or higher) file. There
shall be one (1) PDF file for the Water plan set and a
separate PDF file for the TPW plan set. Each PDF file shall
contain all associated sheets of the particular plan set.
Sinqular PDF files for each sheet of a plan set will not
be accepted. PDF files shall conform to naming
conventions as follows:
I. Water and Sewer file name example —"X-
35667_org36.pdf" where "X-35667" is the
assigned file number obtained from the City of Fort
Worth, "_org" designating the file is of an original
plan set, "36" shall be the total number of sheets in
this file.
Example: X-12755_org18.pdf
EA1-16
03-2006021 ExhlbltAl 06-10.19 bsd.doc
�.,
� �. 1�... ,.
�r`���::1:� 1'�;�;J�;'f�'
�� J'.'� ``' r' ; r��I�� ��;�
'/ L :.��I�'�,J I�uL JJ;t 1:
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r�� `'��,:.,J;1;��ti�� 1z�:�,
II. TPW file name example —"W-1956_org47.pdf'
where "W-1956" is the assigned file number
obtained from the City of Fort Worth, "_org"
designating the file is of an original plan set, "47"
shall be the total number of sheets in this file.
Example: W-0053_org3.pdf and K-0320_org5.pdf
Both PDF files shall be submitted on one (1) Compact Disk, which will
become property of and remain with the City of Fort Worth. Floppv disks,
zip disks, e-mail flash media will not be accepted.
4. For information on the proper manner to submit PDF files
and to obtain a file number for the project, contact the
Department of Engineering Vault at telephone number (817)
392-8426. File numbers will not be issued to a project
unless the DOE number and proper fund codes have been
assigned and are in the Department of Engineering
database.
PART C - PRE-CONSTRUCTION ASSISTANCE
Administration
a. Deliver Bid Documents
The ENGINEER will make available for bidding, upon request by the CITY, up to
fifty (50) sets of the final approved and dated plans and specifications and contract
documents for the projects to the CITY for distribution to potential bidders.
Proposal will be delivered in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during this phase including preparation and
delivery of any additional addenda prior to bid opening to plan holders and respond
to questions submitted to DOE by prospective bidders.
EA1-17
03-2006021 EnhlbltAl 06-10.19 bsd.doc
The ENGINEER shall assist in reviewing the bids for completeness and accuracy.
The ENGINEER shall attend the project bid opening, develop bid tabulations in
hard copy and electronic format and return four (4) copies of the bid tabulation,
along with the contract documents to the City within two (2) working days after bid
openings.
c. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for the project.
EA1-18
03-2006021 ExhlbltAl 06-10-19 bsd.doc
ATTACHMENT "B"
COMPENSATION AND SCHEDULE
Engineering Design Services Associated with
Southside III Water Transmission Main from McCart St Pump Station to Existing 36-inch
Water Main in McPherson/Cleburne Intersection
6,040 LF of 36-inch Water Line
City Project No. 00366
I. Compensation
A. The Engineer shall be compensated a total lump sum fee of $ 262,146.
Payment of the total lump sum fee shall be considered full compensation for the
services described in Attachment "A" and Exhibit "A-1" for all labor, materials,
supplies, and equipment necessary to complete the project.
B. The Engineer shall be paid monthly as described in Exhibit "B-1", Section 1-
Method of Payment
C. Each invoice is to be verified as to its accuracy and compliance with the terms of
this contract by an officer of the Engineer
II. Schedule
Final Plans and Contract Documents for bid advertisement shall be submitted within 165
calendar days (Does not include City review time.) after the "Notice to Proceed" letter
is issued.
A. Pre- Engineering - 15 calendar days
B. Conceptual Engineering Plans - 30 calendar days
C. Preliminary Engineering plans and Contract Documents - 60 calendar days
D. Final Engineering Plans and Contract Documents - 45 calendar days
E. Final plans and Contract documents for bid Advertisement - 15 calendar days
B-1
04-2006021 AttachmentB 06-10.19 bsd.doc � �
EXHIBIT "B-1"
METHOD OF PAYMENT
(SUPPLEMENT TO ATTACHMENT "B")
Engineering Design Services Associated with
Southside III Water Transmission Main from McCart St Pump Station to Existing 36-inch
Water Main in McPherson/Clebume Intersection
6,040 LF of 36-inch Water Line
City Project No. 00366
I. Method of Payment
The ENGINEER shall be paid monthly upon receipt of an invoice on the basis of
statements prepared from the books and records of account of the ENGINEER, based
on the ENGINEERS' estimate of percentage of completion of the project, such
statements to be verified as to accuracy and compliance of the project, such statements
to be verified as to accuracy and compliance with the terms of this contract by an office
of ENGINEER. Payment according to statements will be subject to certification by the
Director of the Department of Engineering or his authorized representative that such
work has been perFormed.
The aggregate of such monthly partial fee payments shall not exceed the following:
Until satisfactory completion of Exhibit "A-1", Conceptual Engineering Plans
submittal and approval by the City, a sum not to exceed 30 percent of the
maximum fee.
Until satisfactory completion of Exhibit "A-1", Preliminary Construction Plans
submittal, a sum not to exceed 60 percent of the maximum fee, less pervious
payments.
Until satisfactory completion of Exhibit "A-1 ", Final Construction Plans submittal
and approval by the City, a sum not to exceed 90 percent of the maximum fee,
less previous payments.
The balance of the earnings, less previous payments, shall be payable after the Pre-
Construction meetings for the Project has been conducted.
Note: If the Engineer determines in the course of making design drawings and
specifications that the opinion of probably construction cost of $ 2,105,620.00 (as
estimated in Exhibit "B-4") will be exceeded, whether by change in the scope of the
project, increased cost or other conditions, the Engineer shall immediately report such
fact to the City's department of engineering and, if so instructed by the Director of the
Department of Engineering shall suspend all work hereunder.
EB-1
04-2006021 AttachmenlB 06-10.19 bsd.dx -
EXHIBIT "B-2"
HOURLY RATE SCHEDULE
(SUPPLEMENT TO ATTACHMENT "B")
Engineering Design Services Associated with
Southside III Water Transmission Main from McCart St Pump Station to Existing 36-inch
Water Main in McPherson/Cleburne Intersection
6,040 LF of 36-inch Water Line
City Project No. 00366
2006 Standard Rate Schedule*
Employee Classification Rate/Hour (or Range)
Administrative $55-$75
Cadd Technician $60-$80
Design Technician $80-$110
Department Director $110-$150
Design Engineer $70-$130
Project Manager $90-$130
Principal $150-$200
Special Consulting $225
Reimbursable Cost + 10%
Mileage $0.45 Per Mile
Reproduction work will be at current commercial rate. Subcontractors will be paid for at actual
invoice cost plus ten percent (10%).
•*These rates are subject to adjustment after September 2006.
EB-2
04-2006021 AttachmentB 06-10.19 bsd.doc �
EXHIBIT "B-3A"
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF TOTAL PROJECT FEES
Engineering Design Services Associated with
Southside III Water Transmission Main From McCart St Pump Station to Existing 36-inch Water Main in McPherson/Clebume Intersection
6,040 LF of 36-inch Water Line Replacement
City Project No. 00366
Consultinq firtn
Prime Consultant
Dunaway Associates, L.P.
M/WBE Consultants:
Gorrondona & Associates, Inc.
Environmental Trainers, Inc.
STL Engineers & Laboratories
Non-M/WBE Consultants:
Corrpro Companies, Inc.
Prime Resoonsibilitv
Engineering & Project Management
Survey
Environmental (COE 404 & Archeologic)
Geotechnical
Fee Amount
$ 187,064
$ 48,232
$ 11,750
$ 5,800
Corrosivity Study and Cathodic protection $ 9,300
Total FeeAmount $ 262,146
Proiect Description Scooe of Service Total Fee M/WBE Fee
Engineering Services Water Line Design & Project Management $ 262,146 $ 65,782
City's MWBE goal for this project
Non M/WBE Fee
$ 9,300
os-2oosozi exnibaes os-ia�s bsd.�ds EB-3A
Percent
71%
18%
4%
2%
4%
100%
Percent
25%
25%
Percent
4%
EXHIBIT "B-3B"
(SUPPLEMENT TO ATTACHMENT B)
PROFESSIONAL SERVICES FEE
SUMMARY
Engineering Design Services Associated with
Southside III Water Transmisslon Maln From McCart St Pump Station to Exlsting 36-Inch
Water Main In McPhersoNCleburne Intersectlon
6,040 LF of 36-Inch Water Line Replacement
City ProJect No. 00366
BASIC SERVICES
Opinion of Probable Construction Costs X Curve A X 85%
$ 2,105,620.00 6.90% 85% $ 123,495
ADDITIONAL SERVICES
$ 63,570
SPECIAL ADDITIONAL SERVICES (except Survey Services) $ 26,850
SURVEY SERVICES
GRAND TOTAL
05-2006021 6chibilB3 06-70-79 bsd.�ds � EB-36
$ 48,232
S 262,746
EXHIBIT "B-3C"
(SUPPLEMENT TO ATTACHMENT B)
TOTAL FEE SUMMARY & DESIGN FEE BREAKDOWN
Engineering Design Services Associated with
Southside III Water Transmission Main From McCart St Pump Station to Existing 36-inch
Water Main in McPherson/Cleburne Intersection
6,040 LF of 36-inch Water Line Replacement
City Project No. 00366
A SUMMARY OF TOTAL FEE
Service Descri tion Water Total
En ineerin and Additional Services $ 213,914 $ 213,914
Surve in Fee $ 48,232 $ 48,232
Total $ 262,146 $ 262,746
B BREAKDOWN OF WATER AND SEWER FEES
(Less Survey Fees)
1 Total Water Fee (less Survev Feesl Breakdown by Concept Preliminarv and Final Desiqn
a. Concept (30%) _(Total Water Fee -Survey Fees) X(0.3) _
b. Preliminary (60%) _(Total Water Fee - Survey Fees) X(0.6) _
c. Final (10%) _(Total Water Fee - Survey Fees) X(0.1) _
05-2006021 ExhibitB3 06-10-19 bsd.xls EB-3C
64,174
128, 349
21.391
Water
EXHIBIT "B-3D"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR SURVEYING SERVICES
Engineering Design Services Associated with
Southside III Water Transmission Main From McCart St Pump Station to F�cisting 36-inch
Water Main in McPherson/Cleburne Intersection
6,040 LF of 36-inch Water Line Replacement
City Project No. 00366
Topographic Surveys
Bore Staking
Easements
i) Temporary
ii) Permanent
iii) Temporary Right of Entry
SUE (Level B)
NAD 83 Coordinate Tie-in
Survey Services Total
6,040 LF X $ 3.30
6 EA X $ 300.00
2 EA X $ 800.00
80 EA X $ 75.00
6,040 LF X $ 2.50
OS-2006021 _Exh ibitB3_06-10-19_bsd.xls E B-3 D
$ 19,932
$ 800
$ 1,800
$ 1,600
$ 6,000
$ 15,100
$ 3,000
$ 48,232
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EXHIBIT "B�E"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR REPRODUCTION SERVICES
Engineering Design Services Associated with
Southside III Water Transmission Main From McCart St Pump Station to Existing 36-inch
Water Main in McPhersonlCleburne Intersection
6,040 LF of 36-inch Water Line Replacement
City Project No. 00366
1 Pre-Engineering
Plans SETS $/ SHEET SHEETS TOTAL
($2.20/sheet x sheetsJset)
2 $ 2.20 23 $ 101
2 Preliminary Design —
Plans
($2.20/sheet x sheets/set)
Specs
($0.25/page x pages/report)
3 Final Design —
Plans
($2.20/sheet x sheets/set)
Specs
($0.25/page x pages/report)
Mylar Cover Sheets
($15.20/sheet x sheets/set)
4 Bid Advertisement -
Plans
($2.20/sheet x sheets/set)
Specs
($0.25/page x pages/report)
5 SWPPP Book
Specs
($65.00/book)
6 Half Size (11X17) Plan Sets
Plans
($0.30/sheet x sheets/set)
7 Final Mylars
Plans
($15.20/sheet x sheets/set)
8 Public meetings
Mounted Exhibits
($35.00/sheet x sheets/set)
Plans
($2.20/sheet x sheets/set)
Reproduction Services Total
15 $ 2.20 23 $
2 $ 0.25 350 $
2 $ 2.20 23 $
2 $ 0.25 350 $
1 $ 15.20 1 $
759
175
101
175
15
50 $ 2.20 23 $ 2,530
50 $ 0.25 350 $ 4,375
6 $ 65.00 1 $ 390
10 $ 0.30 23 $ 69
1 $ 15.20 23 $ 350
2 $ 35.00 1 $ 70
2 $ 2.20 23 $ 101
$ 9,211
05-2006021 F�chibit83 06-10-19 bsd.xls EB3E
EXHIBIT "B-3F"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR ADDITIONAL SERVICES
Engineering Design Services Associated with
Southside III Water Transmission Main From McCart St Pump Station to Existing 36-inch
Water Main in McPherson/Cleburne Intersection
6,040 LF of 36-inch Water Line Replacement
City Project No. 00366
General Additional Services:
Water Line Alignment Design
Road Alignment Design
Traffic Control Plan (within existing pavement limits)
SWPPP
Corps of Engineers Permit
County Permit
Kick-Off ineeting
Concept-Design Coordination & Review meeting
Preliminary Submittal Coordination & Review meeting
Final Engineering Submittal meeting
Coordination Meetings with Property Owners (up to 2)
Bid Assistance
Bid Opening
Pre-construction meeting
Public meeting
Site Visits (up to 2)
Shop Drawing Review
Final Observation
Reproduction
10% Sub-Consultant Coordination
SUBTOTAL
TOTAL FOR ADDITIONAL SERVICES
05-2006021 ExhibitB3 06-10-19 bsd.xls EB-3F
$ 7,000
$ 10,000
$ 5,000
$ 5,000
$ 5,000
$ 2,250
$ 500
$ 600
$ 600
$ 500
$ 1,000
$ 1,500
$ 600
$ 600
$ 1,200
$ 1,000
$ 4,000
$ 500
$ 9,211
$ 7,508
$ 63,570
$ 63,570
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EXHIBIT "B-3G"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR SPECIAL ADDITIONAL SERVICES
Engineering Design Services Associated with
Southside III Water Transmission Main From McCart St Pump Station to Existing 36-inch
Water Main in McPherson/Cleburne Intersection
6,040 LF of 36-inch Water Line Replacement
City Project No. 00366
Proposed Non-M/WBE Sub-Consultants
Corrpro Companies, Inc.
Total Non-M/WBE Sub-Consultants
Proposed M/WBE Sub-Consultants
Gorrondona & Associates, Inc.
Environmental Trainers, Inc.
STL Engineers & Laboratories
Total M/WBE Sub-Consultants
Total Sub-Consultants
05-2006021 ExhibitB3 06-10-19 bsd.xls EB-3G
Services
Corrosivity Study and
Cathodic protection
Services
Survey
Environmental (COE 404
& Archeologic)
Geotechnical
Fee %
$9,300 4%
$9,300 4%
Fee %
$48,232 18%
$11,750 4%
$5,800 2%
$65,782 25%
$75,082
EXHIBIT "B-4-B"
(SUPPLEMENT TO ATTACHMENT B)
OPINION OF PROBABLE CONSTRUCTION COSTS BY LINE SUMMARY-WATER
Engineering Design Services Associated with
Southside III Water Transmission Main From McCart St Pump Station to Existing 36-inch
Water Main in McPherson/Cleburne Intersection
6,040 LF of 36-inch Water Line Replacement
City Project No. 00366
SUBTOTAL $ 1,914,200.00
10% CONTINGENCY $ 191,420.00
TOTAL $ 2,105,620.00
OG2006021_E�hDaBhWA7ER OPCC OG70.19_bstl�]s
ATTACHMENT "C"
AMENDMENTS TO STANDARD CONTRACT AND GENERAL SCOPE OF SERVICES
Engineering Design Services Associated with
Southside III Water Transmission Main from McCart St Pump Station to Existing 36-inch
Water Main in McPherson/Cleburne Intersection
6,040 LF of 36-inch Water Line
City Project No. 00366
• Traffic Control Plan design for detours or temporary drive lanes are not
included as a part of this contract.
• Pre-Bid meetings are not included as a part of this contract.
• Construction surveying services are not included as a part of this contract.
• Record drawings are not included as a part of this contract.
• Temporary Construction Easements shall not have metes and bounds
description.
C-1
07-2006021 AttachmentC 06-10.19.doc
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SOUTHSIDE III
WATER TRANSMISSION MAIN
MAPSCO 103Y
COUNCIL DISTRICT 6
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Page 1 of 2
City of Fort Worth, Texas
Mayor and Council Communication
�_-__ _--
COUNCIL ACTION: Approved on 1/23/2007 - Ordinance No. 17378-01-2007
�-- --- --
-- - - - -- _ - - -__
-- - - --- - --- --
_ _ --------- -:.��-,
DATE: Tuesday, January 23, 2007
LOG NAME: 30SSIIIWM-DUNA REFERENCE NO.: '�'`C-21941
SUBJECT:
Authorize Execution of Engineering Agreement with Dunaway Associates, L.P., for Southside III
Water Transmission Main from McCart Street Pump Station to Existing 36-Inch Water Main in the
McPherson Boufevard/V1/est Cleburne Road Intersection and Adopt Appropriation Ordinance
� -- - - _- - -- -- ----3 _.� -
_ - . _ _. — - - - - ---- --- --
-- - - - - ---- - -
- - - == -
-- - -
- - _ - -- - _ __�
RECOMMENDATION:
It is recomm�nded that the City Council:
1. Authorize the transfer of $302,646.00 from the Water and Sewer Operating Fund to the Water Capital
Projects Fund;
2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the
Water Capital Projects Fund in the amount of $302,646.00, from available funds; and
3. Authorize the City Manager to execute an engineering agreement with Dunaway Associates, L.P. in the
amount of $262,146.00 for Southside III Water Transmission Main from McCart Street Pump Station to
existing 36-inch water main in the McPherson Boulevard/West Clebume Road intersection.
DISCUSSION:
The McCart Street Pump Station is currently being designed to pump water from the Southside II to the
Southside III pressure plane. The proposed Southside III Water Transmission Main will convey water from
the proposed pump station to the existing 36-inch water main located at the McPherson Boulevard/West
Cleburne Road intersection.
The City received proposals from twenty-finro local engineering firms, in response to a Request for
Proposals (RFP) for the design of this project. A selection committee comprised of Water and Engineering
Department staff reviewed the proposals and considers Dunaway Associates, L.P. to be fhe most qualified
for the design of this particular project.
Dunaway Associates, L.P. proposes to perForm the necessary design work for a lump sum fee of
$262,146.00. City staff considers this fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount, $40,500 is required for project management by the Engineering
Department.
Dunaway Associates, L.P. is in compliance with the City's M/WBE Ordinance by committing to 25 percent
M/V1/BE participation. The City's goal on the project is 25 percent.
This project is Iocated in COUNCIL DISTRICT 6, Mapsco 103Y.
http://www. cfwnet. org/council_packet/Reports/mc_print. asp 1/23 /2007
Page 2 of 2
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon approval and completion of the above recommendations, and the
adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as
appropriated, of the Water Capital Projects Fund.
TO Fund/AccountlCenters
1 &2�
P264 472045 6061400366ZZ
�
P264 531350 606140036610
�
P264 531350 606140036620
�
P264 531350 606140036631
�
P264 531350 606140036631
�
P264 531350 606140036632
�
P264 531200 606140036633
�
P264 531350 606140036633
�
P264 531200 606140036632
�
P264 531350 606140036642
�
P264 531350 606140036660
�
P264 531350 606140036673
�
P264 533010 606140036681
P264 531200 606140036651
FROM Fund/Account/Centers
$302.646.00 �
P264 531200 606140036631
$2,800.00 �
P264 531200 606140036632
$2,800.00 �
P264 531200 606140036633
$9, 000.00 �
P264 531200 606140036651
$64,174.00 1)PE45 530070 0609020
$17,000.00
$21.391.00
$3,000.00
$128,349.00
$2, 000.00
$2,800.00
$1,000.00
$100.00
$48,232.00
$64,174.00
$128.349.00
$21,391.00
$48,232.00
$302,646.00
_ _ _ ---_— __ - ;
Submitted for City Manager's Office bv
Oriqinating Department Head•
Additional Information Contact:
Marc A. Ott (8476)
A. Douglas Rademaker (6157)
Liam Conlon (6824)
http://wwvv. cfwnet. org/council_packet/Reports/mc_print. asp
1/23/2007
STATE OF TEXAS S
COUNTY OF TARRANT S
AMENDMENT NO. 1
CITY SECRETARY CONTRACT NO.��- p`I
(M&C Required)
WHEREAS, the City of Fort Worth (City) and Dunaway Associates,
L.P., (Engineer) made and entered into City Secretary Contract No.
34827, (the Contract) which was authorized by the City Council by
M&C 21941 on the 23rd day of January 2007 and;
WHEREAS, the Contract involves engineering services for the
following project:
Southside III Water Transmission Main from McCart Street Pump
Station to existing 36-inch Water Main in the McPherson
Boulevard/West Cleburne Road Intersection.
WHEREAS,
said Contract
maximum fee;
it has become necessary to execute Amendment No. 1 to
to include an increased scope of work and revised
NOW THEREFORE, City and Engineer, acting herein by and through
their duly authorized representatives, enter into the following
agreement which amends the Contract:
1.
Article I, of the Contract is amended to include the addition-
al engineering services specified in M&C C-23265, adopted by the
City Council on 6th day of January 2009, and further amplified in a
proposal letter dated October 24, 2008, copies of which are both
attached hereto and incorporated herein. The cost to City for the
additional services to be performed by Engineer total $64,337.00.
2.
Article II, of the Contract is amended to provide for an
increase in the maximum fee to be paid to Engineer for all work and
services performed under the Contract, as amended, so that the
total fee paid by the City for all work and services shall not
exceed the sum qf $272,694.00.
��0 �,� ��w��� aa ri�''� . �
e-•,' '.':""''-'^'''''-7 '��`�y ,
�ORIGINAL
���- - ��; , �. i ,
M&C Review
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� -- - - - ---- -- - _
Page 1 of 2
COUNCIL ACTION: Approved on U6/2009
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� -- _ - - -- - - - - _ -- - ---
__ _ __ _ - - _ _
DATE: U6/2009 REFERENCE NO.: �`�`C-23265 LOG NAME: 60AISSW-DUN
CODE: C TYPE: CONSENT PUBLIC HEARING: NO
SUBJECT: Authorize Amendment Na 1 in the Amotznt of $64,337.00 to City Secretary Contract No. 34827 with
Dunaway Associates, L.P., for Southside III Water Transmission Main from McCart Street Pump Station
to Existing 36 Inch Water Main in the McPherson Boulevard/West Cleburne Road Intersection
-- - -- - -- --- - -------- �
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute Amendment No. 1 in the amount of
$64,337.00 to City Secretary Contract No. 34827 with Dunaway Associates, L.P., to provide for additional
engineering services, thereby increasing the contract amount to $272,694.00.
DISCUSSION:
On January 23, 2007, (M&C C-21941) the City Council authorized the City Manager to execute an engineering
agreement with Dunaway Associates, L.P., for Southside III Water Transmission Main from McCart Street Pump
Station to existing 36 inch water main in the McPherson Boulevard West Cleburne Road intersection.
Amendment No. 1 will provide compensation for the following:
• Additional survey and design for a.dditional footage of water main within the project area in order to provide a
better looped distribution system;
• The preparation of additional traffic control and signage plans;
• The preparation of detailed construction sequencing plans in an attempt to minimize service distribution to
customers during construction; and
• Additional coordination on the project with City of Crowley, City of Burleson, Bethesda Water Supply Company
and U. S. Army Corps of Engineers.
Dunaway Associates, L.P., proposes to perform the additional engineering services design work for a lump sum fee of
$64,337.00. City staff considers this fee to be fair and reasonable for the scope of services proposed.
http://apps. cfwnet. org/council�acketlmc_review. asp?ID=10794&councildate=l/6/2009 1/7/2009
M&C Review
Page 2 of 2
Dunaway Associates, L.P., is in compliance with the City's M/WBE Ordinance by committing to an additional 18
percent MIWBE participation on this Amendment No. 1. The City's goal on this Amendment is 10 percent.
This project is located in COUNCIL DISTRICT 6, Mapsco 103Y.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that funds are available in the current capital budget, as
appropriated, of the Water Capital Projects Fund.
TO Fund/Account/Centers
FROM Fund/Account/Centers
P265 531200 606140036631 $16�445.00
P265 531200 606140036632 $32�890.00
P265 531200 606140036633 $5�482.00
P265 531200 606140036651 $9520.00
Submitted for Citv Manager's Office by: Fernando Costa (6122)
Originati� De�artment Head: S. Frank Crumb (8207)
Additional Information Contact: Liam Conlon (6824)
ATTACHMENTS
�i1.-�1��`ti -D� iv_ �1.-�I' �?�li
http://apps. cfwnet. org/council_packet/mc_review. asp?ID=10794&councildate=l /6/2009 1/7/2009
� DUNAWA�/
DA No. 2006021-01
October 24, 2008
Mr. Liam Conlon
Project Manager
City of Fort Worth
Department of Engineering
Fort Worth, Texas 76102
Reference: Amendment No. 1{5th Revision)
Southside III Water Transmission Main from McCart St Pump Station to
Existing 36-inch Water Main in McPherson/Cleburne Intersection
CITY PROJECT NO, 00366
DOE NO. 5511
WATER DEPARTMENT NO. P265-606140036683
Dear Mr. Conlon:
Dunaway Associates, L.P. is pleased to present this Amendment No. 1 for additional water
line engineering design services that are beyond our original scope of services.
. 660 LF of additional 12-inch water line design in order to provide a better looped
distribution system.
o additional design
o additional survey
• 200 LF of additional 8-inch water line design in order to provide a better looped
distribution system.
o additional design
• Detailed traffic control and signage plans preparation as a result of the City preferred
alignment along the street. This task also includes additional survey being taken along W.
Cleburne Rd for the temporary widening of the pavement associated with the traffic
control plans. This task also includes review and coordination meetings with the Traffic
Department in addition to the Transportation and Public Works Department.
• Design of detailed construction sequencing plans. This task includes additional plan
research and preparation of plan sheets outlining the order of construction of fhe water
line to minimize water down time to the City's customers. This task also included multiple
coordination meetings with the Water Department, Engineering and Field Operations
staff.
1501 Merrimac Clrcle, Sulte 100 � Fort Worth, Texas %6107 .; Tel: 817.335.1121 Q Metro; 817,429.2135 : Fax; 81 7.335J437 � www.dunawaya55oClateS.Com
� Amendment No. 1
Octaber 24, 2008
Page 2
Additional design for 36" cut-in gate valve at the Hulen St/McPherson St. This task
included full topographic survey of this intersection including an additional 300 feet along
McPhersan, in addition to extra control due to the proximity of the proposed gate valve
location in relafion to the rest of the project. Shop drawing research, gate valve
placement, and initia! traffic control planning was started �n this task but not completed
per City's requsst. The deliverables for this task will be the survey work that was
perFormed, in addition to the shop drawing research. The design and construction of this
36" cut-in gate valve will be performed and included in a future City project.
Additional design for 214 LF of 16" ring connection at the McPherson Sf/W.Cleburne Rd
intersectian. This task includes multiple layout options to configure multiple fittings for
horizontal and vertical alignments within the intersection and many various existing
uncterground utilities (existing water line connectian points, existing storm drain, existing
gravity sewer, existing force main sewer, fiber aptic, gas, & overhead lines). This task will
also involve the preparation of an additional plan and profile sheet for this 16" ring
connection.
Revision to construction sequencing drawings and preparation of the multiple additional
construction sequencing steps and associated drawings as a result of the 16" ring
connection in order to reduce the shut down time of ihe single Bethesda Water Supply
Company , City of Burleson and City of Crowley water line feed, Additionally, as a result
of the proposed ring connection and the subsequent down time to the City's customers,
additional plan research was performed to determine the best location to provide a
temporary supplemental water line feed from the Summer Creek Lift Station to the
existing 36" water line on the east side of W. Cleburne Rd during the connection of the
42" tee to the existing 24" and 36" water lines.
Additional traffic control plan preparation and survey associated with 16" ring connection.
This task will include surveying of approximately 600 LF west of the McPhersonNV.
Gleburne intersection, including the Toni Trail/McPherson Blvd Intersection for the
preparation of the traffic control plan along McPherson Street, This task will also involve
multiple additional phases of traffic control along W. Cleburne to accommodaie the
construction sequencing and the construction of the valve vault structure. This task will
also involve providing temporary drainage as a result of the impacts to the adjacent bar
ditch and the 24" SD line crossing McPherson Blvd when the additional temporary
pavement widening is constructed. This task will also include additional coordination
meetings with fhe Traffic DeparEment.
• Additional individual meetings with the City of Fort Worth Staff, Bethesda Water Supply
Company, City of Crowley, & City of Burleson for constructian coordination when
transmission main is shut down for the proposed water line connection. This will also
include an additional joint meeting prior to construction. Comments received will be
incorporated into the construction sequencing plans.
• Amendment No. 1
October 24, 2008
Page 3
A summa of the total ro'ect is as follows:
Contract Descri tion Fee
Ori inal Contract 42" Water Line Design $208,357
Amendment No. 1 Additional Water Line Design.Traffic control & $64,337
construction sequencinq design & coordination.
AL PROJECT
$272,694.00
Please review the enclosed information and do not hesitate to call me if you have any
questions or require additional information regarding this proposal.
Sincerely,
DUNAWAY ASSOCIATES, L.P.
----- �� ; ��
;�
ervin Campbell ��.E.
Project Manager �
Public Sector Services
2006021 _Amendme nt#1 _LConlon_08-10-24-kmc
3.
All other provisions of the Contract which are not expressly
amended herein shall rema.in in full force and effect.
EXECUTED on this the ��� day of , 2009, in Fort
Worth, Tarrant County, Texas.
ATTEST:
•
Marty Hendrix
City Secretary
.,_�_.__C . a 3=��.5 �___
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APPl�� RECO ED : APPROVED :
1 � �
S. Frank Crumb, P.E. Fernando Costa
Director, Water Department Assistant City Manager
DUNAWAY ASSOCIATES, L.P.
Engineer �
�A�
BY: �% � _
Name:Brian S. Darby, P.E., Associate
1501 Merrimac Circle, Suite 100
Fort Worth, TX 76137
Assistan
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