HomeMy WebLinkAbout024774 - Construction-Related - Contract - Huitt-Zollars, Inc.��
n4-05-9g r'�'�.�4 I'CVD
' CITY SECRETARY ,� L�r�r�-y ,
CITY OF FORT WORTH, TEXAS CONTRACT NQ, �� I 1�` �
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITY"), and Huitt-Zollars, Inc.,
(the "ENGINEER"), for a PROJECT generally described as: Clear Fork Parallel Relief Sanitary
Sewer, Part 2.
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:
A. Invoice and Payment
(1) The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
(2) Monthly invoices will be issued by the ENGINEER for all work perFormed
under this AGREEMENT. Invoices are due and payable within 30 days of
receipt.
(3) 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 seven (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.
^
U���G : � ��'��`'��`?'v'
_1_ � �.8�;,�s u� �
��� ����GG�[� �'��
�, ��G���, ���
Article IV
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 professionaf engineering consultation and advice
and furnishing customary services incidental fhereto.
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 furnished 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 othennrise 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.
�',
-2-
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 all 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 performed in a
manner indtcating 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 obsenration(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 qualify of performance by third parties; quality, type, management,
-3-
�
or direction of operating personnel; and other economic and operational
factors that may materially affect the ultimate PROJECT cost or schedule.
Therefore, the ENGINEER makes no warranty that the ClTY'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. 11923, as amended by Ordinance
13471, 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 necessary ENGINEER facilities and shall be
-4-
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 a�ticle together with subsection (3)hereof. CITY shall give
subconsultant reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photo copy 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 which are to be in effect prior
to commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$1,000,000 aggregate
Automobile Liability
$1,000,000 each accident (or reasonably equivalent limits of coverage if written on
a split limits basis). Coverage shall be on any vehicle used in the course of the
PROJECT.
Workers Compensation
Coverage A: statutory limits
Coverage B: $100,000 each accident
$500,000 disease - policy limit
$100,000 disease - each employee
Professional Liability
$1,000,000 each claim/annual aggregate
(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.
-5-
(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 coverages
specified according to items section K.(1) and K.(2) of 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 thirty (30) days notice of cancellation, non-renewal 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 or be otherwise approved by the CITY; and, such
insurers shall be acceptable to the CITY in terms of their financial
strength and solvency.
(fl Deductible limits, or self insured retentions, affecting insurance
required herein may be acceptable to the GITY at 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 policses 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 such are approved by the
CITY.
(j) The Professional Liability insurance policy, if written on a claims
made basis shall be maintained by the ENGINEER for a minimum
two (2) year period subsequent to the term of the respective
PROJECT cont�act with the CITY unless such coverage is provided
-6-
the ENGINEER on an occurrence basis.
(k) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement. It is understood
that insurance cost is an allowable component of ENGINEER's
overhead.
(I) All insurance required in section K., except for the Professional
Liability insurance policy, shall be written on an occurrence basis in
order to be approved by the CITY.
(m) Subconsultants to the ENGINEER shall be required by the
ENGINEER to maintain the same or reasonably equivalent
insurance coverage as required for the ENGINEER. When
insurance coverage is maintained by subconsultants, ENGINEER
shall provide CITY with documentation thereof on a certificate of
insurance. Notwithstanding anything to the contrary contained
herein, in the event a subconsultanYs insurance coverage is
canceled or terminated, such cancellation or termination shall not
constitute a breach by ENGINEER of the Agreement.
L. Independent Consultant
The ENGINEER agrees to perform all services as an independent consultant and
not as a subcontractor, agent, or employee of the CITY.
M. 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 any
conflicts of interest which 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
-7-
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-Furnished Data
The CITY will make available to the ENGINEER all technical data in the CITY's
possession relating to the ENGINEER's services on the PROJECT. The
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
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 attorney,
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 D.
:
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 and Indemnification
(1) To the maximum extent permitted by law, the CITY will indemnify and
release ENGINEER and its officers, employees, and subcontractors from
all claims, damages, losses, and costs, including, but not limited to,
attorney's fees and litigation expenses arising out of or relating to the
presence, discharge, release, or escape of hazardous substances,
contaminants, or asbestos on or from the PROJECT. Nothing contained
herein shall be construed to require the CITY to levy, assess or collect any
tax to fund this indemnification.
(2) The indemnification and release required above shall not apply in the event
the discharge, release or escape of hazardous substances, contaminants,
or asbestos is a result of ENGINEER'S negligence or if such hazardous
substance, contaminant or asbestos is brought onto the PROJECT by
ENGINEER.
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.
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.
-9-
(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.
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
through an amendment to this AGREEMENT with appropriate C17Y 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
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 final designs, drawings, specifications and
-10-
documents shall be owned by the CITY.
C.
�
E.
Force Majeure
The ENGINEER
by acts of God,
the ENGINEER.
Termination
is not responsible for damages or delay in performance caused
trikes, lockouts, accidents, or other events beyond the control of
(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 five (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) Cost of reproduction of partial or complete studies, plans,
specifications or other forms of ENGINEER'S v�iork product;
b) Out-of-pocket expenses
microfilm, electronic data
services;
for purchasing storage containers,
files, and other data storage supplies or
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.
(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.
Suspension, Delay, or Interruption to Work
The CITY may suspend, deiay, 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 PROJECTs schedule, commitment and cost of the
ENGINEER's personnel and subcontractors, and ENGINEER's compensation will
be made.
-11-
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.F�. & R.
Code, section 33.011(4) (Vernon Supplement 1996).
G. Assignment
Neither party will 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 between 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 means the CITY and the ENGINEER, and their officers, employees,
agents, and subcontractors.
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.
J. Alternate 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
-12-
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.
-13-
Article VII
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
AT�'EST:
r .'
_ .d�.� �" �� �'' '-� ��-�'''"
�lor�a Pearson
C�ty S�cretary
APPROVED AS TO FORM
AND LEGALITY
/
AssistanfCity Attorney
CLEARFORK
CITY OF FORT WORTH
�- .
By: � ��.
�IJlike Graomer
Assistant City Manager
APPROVED
�
. '�� .' ��.C�►+t-�� ���-+�-�'; �
A. Douglas Rademaker, P. E.
Director, Engineering Department
-14-
HUITT-Z(�LLARS, INC,
EN�IIV��R �
.
i a �'�,
1/V
�aul Ki g P.�.
resi��nt �
�' - /' r'''.�� �
Contract Authorization
-3 ' ..� � `� �1' �i
Date �
ATTACHMENT "A''
General Scope of Services
"Scope of Services set forth herern 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 General Scope of Services, fhe Supplemental Scope of
Services shall have precedence over the Genera/ 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 cost 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 compliance 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 permitting al.athority.
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
-1-
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 othen�vise 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 fo� 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 sunrey 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 focation 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.
-2-
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 streeUstorm 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, stafe 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.
-3-
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 substitution prior to the
award of contracts is al{owed by the bidding documents, the Engineer wifl 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 performed 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.
-4-
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 clarifications 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 Engrneer 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.
-5-
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
CLEAR FORK PARALLEL RELIEF SEWER, PART 2
SEWER PROJECT NO. PS46-070460140250, DOE NO. 2572
PHASE I- DESIGN SERVECES: SANITARY SEWER IMPROVEMENTS
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". The CITY desires to phase in the recommendations of the Master Plan prepared by Freese
and Nichols for year 2000 to year 2020 to accommodate future upstream development and
current financial commitment. Therefore, the CITY's intent is to construct a parallel 48-inch
diameter relief sewer to match the downstream capacity of the Clear Fork Interceptor sewers. As
a result, flow and population projections for sizing of the relief sewer is not needed and not
included in this Agreement. Work under this attachment includes engineering services for
sanitary sewer improvements. The Engineer will proceed with the design of a 48-inch diameter
sewer with not-to-exceed design quantities of 4,130 linear feet. 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. For purposes of establishing a level of comfort, two (2) meetings are
anticipated. 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) review meeting at completion of the City's review of the conceptual
engineering plans.
b. Coordination with Other Consultants
The ENGINEER will coordinate the design of the lower portion of the Clear Fork
Relief Sewer with other CONSULTANTS the CITY has under contract or may
employ for the design of the upper portion of the relief sewer. This will include, but
EA-1
not be limited to, coordination of location and connection to the upstream portion of
the relief sewer. This service includes coordination with the Union Pacific Railroad
for routing the upstream portion, designed by others and downstream portion of
the relief sewer. The Engineer will provide support to the CITY for negotiating and
obtaining the required easements and required permits necessary for the Union
Pacific Railroad. ENGINEER will provide easement documents.
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 any 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.
2. Monthly Progress Report and Neighborhood Newsletter
a. The ENGINEER shall submit a progress schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with
monthly progress report as required under Attachment B of the contract.
b. ENGINEER will prepare a quarterly newsletter detailing the status of the project for
distribution to the affected Neighborhood Association. The newsletter will be reviewed
and approved by the City prior to distribution.
EA-2
3. Geotechnical and Subsurface Investigation
The Engineer will perform environmental and geotechnical investigations along the
upper and lower portion (designed by another Consultant) of the Clear Fork Parallel
Relief on the Union Pacific Railroad as described in Exhibit A-1 a.
PART B- CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
i. Surveys for Design
a. ENGINEER will perform aerial surveys supported by ground
surveying 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. This represents
approximately 4,130 lineal feet of the proposed sanitary sewer
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. 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 Autocad (DWG or DXF) format (currently
Release 12), or as otherwise approved in writing by the CITY, and
all data collected and 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:
EA-3
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.
4. No less than two horizontal control points, per line or
location.
5. Bearings given on all proposed centerlines, or baselines.
6. Station equations relating utilities to paving, when
appropriate.
iii. Public Notification
Prior to conducting design survey, ENGINEER will notify affected
property owners 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.
iv. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 30 days after
EA-4
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 and provide a summary of findings pertaining to the
proposed project.
2. Preliminary Engineering
Upon approval of Part B, Section 2, ENGINEER will prepare preliminary
construction plans as follows:
a. Overall sanitary sewer layout sheets and an overall
easement layout sheet(s).
b. Preliminary project plans and profile sheets which show the
following: Proposed sanitary sewer plan/profile and
recommended pipe size, and all pertinent information
needed to construct the project. Legal description (Lot Nos.,
Block Nos., and Addition Names) along with property
ownership shall be provided on the plan view.
c. 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.
d. The ENGINEER shall make provisions for reconnecting all
water and/or wastewater service lines which connect
EA-5
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.
e. 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 between 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.
f. 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.
g. 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".
EA-6
h. Utility Clearance Phase
The ENGINEER will consult with the City's Water
Department, Department of Engineering, and other CITY
departments, public utilities, private 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.
i. Preliminary construction plan submittal
i. Preliminary plans and specifications shall be
submitted to City 45 days after approval of Part B,
Section 2.
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
Easement layout (if applicable)
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.
EA-7
j. Review Meetings with City
The ENGINEER shall meet 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.
k. Public Meeting
After the preliminary plans have been reviewed and
approved by the City, ENGINEER shall prepare exhibits
along with an invitation letter and attend public meeting to
help explain the proposed project to residents. The CITY
shall mail the invitation letters.
3. Final Engineering Plan Submittal
a. Final Construction Documents shall be submitted to CITY 45 days after
approval of Part 6, Section 4.
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY (each sheet shall be stamped, dated, and signed by
the ENGINEER) 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.
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable construction cost
with the final plans submitted.
PART C - PRE-CONSTRUCTION ASSISTANCE
1. Administration
a. Deliver Bid Documents
The ENGINEER will make available for bidding, upon request by the CITY, up to
forty (40) sets of the final approved and dated plans and specifications and
contract documents for the projects to the CITY for distribution to potential bidders.
EA-8
e
Proposal will be delivered in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during phase including preparation and
delivery of addenda to plan holders and responses to questions submitted to the
DOE by prospective bidders.. Engineer shall attend the scheduled pre-bid
conference.
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 submit four (4) copies of the bid tabulation.
c. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for the project. The
ENGINEER shall also consult with and advise the CITY on design and/or
construction changes, if necessary.
EA-9
EXHIBIT "A-1a"
GEOTECHNICAL AND SUBSURFACE INVESTIGATION
CLEAR FORK PARALLEL RELIEF SEWER, PART 2
PROJECT NO. PS46-070460140250, DOE NO. 2572
TERRA-MAR LETTER DATED DECEMBER 1, 1998
,
EA-1 a
�
���
Consultfng Engineers • Geotechnlcal • Envlronmental • Construction Materials Testing
December 1, 1998
TMI Proposal No. P98-2193FN(R)
Mr. Robert Paleschic, P.E.
Huitt-Zollars, Inc.
500 West 7`" Street
Fort Worth, Texas 76102-3999
AUSTIH • DALLAS • FOR? WORTH • HOUSTON • LONGYIEW • LUBBOCK
- � .�i �"�� V Fr�
RE: Subsurface Investigation and Contami�ation Delineation
M-210 Relief Sewer & M-439 Extension Line
Union Pacific Centennial Yard
Fort Worth, Texas
Dear Mr. Paleschic,
� � Q � � ����
���
Terra-Mar, Inc. (TMI) appreciates the opportunity to submit this proposai for p�ofessionai
environmental consulting services to Huitt-Zollars in association with the M-210 Relief Sewe�
and M-439 Extension Line projects.
TMI has developed two (2) scopes of services and pro}ect costs based on our discussions with
your office. The first scope of services covers the activities for conducting a combined
(environmental & geotechnical) subsurface investigation of the proposed alignment prior to the
initiation of construction activities. The second scope of senrices covers the activities for
providing environmental oversight and disposal coordination during the construction activities.
The purpose of the environmental investigation will be to characterize the environmental
condition of the subsurface environment by advancing geoprobe points, drilling, or a
combination of both in order to determine if contamination exists within the right-of-way for the
proposed sewer lines. The purpose of the proposed geotechnicaf investigation will be to
evaluate subsurface conditions in the area of the proposed lines, and to develop
recommendations and guidelines for backfill, bedding material for the proposed sewer, etc.
Backaround
TMI understands that a utility easement through the Union Pacific Centennial rail yard located,
adjacent to the Trinity River, contains subsurface contamination which could impact the
proposed route of the relief sewer line. In order to assess the extent of contamination, both
laterally and horizontally, Huitt-Zollars wishes to conduct additional investigative activities fn
order to determine the amount of contaminated soil and/or groundwater, which will be
encountered during excavation activities adjacent to the Centennial rail yard. Discussions with
Union Pacific Railroad personnel has shown the following environmental obstacles exist within
the proposed easement:
A ravine has been in-filled with concrete blocks, broken rail ties, contaminated soil and
scrap metal.
■ Y�'��
2. An area where past dumping activities has resulted in grease, solvents, and fuels being
dumped onto the surface.
3. An encapsulated pit which contains solvents, and fuels. Groundwater monitoring wells,
which are used to determine if the encapsulated pit is leaking into the underground, are
located between the proposed route and the er�capsulated pit.
4. A holding pond of water which exists near the end of the proposed route is also suspected
of containing contaminated water which has migrated into the city of Fort Worth's sewer line
that currently exists adjacent to the Union Pacific property.
Based on the findings of the subsurface investigation Huitt-Zollars shal( determine the
appropriate construction techniques and route alignment in which to complete the project.
Following delineatton of the contaminated areas TMI can prepare a specification for H-Z to
utilize in the removal and proper disposal of all contaminated materials. TMI can also provide
oversight during construction activities in order to provide proper stockpiling of contaminated
mate�ials, manifesting of materials for transportation, sampling of soil, and the proper disposal
of any contaminated groundwater, which may enter the trench during construction.
Scope of Services — Environmental Subsurface Investiqation
TMI proposes to further evaluate the preliminary issues identified in the area adjacent to the
Centennial rail yard. The following tasks will be completed in order to determine the
approximate amount of contaminated soil:
• Utilize a Stratap�obe T"" sampling tool, which is a push-probe investigative tool that can
be hydraulically pushed to the desired sampling depths in order to field screen and
obtain representative soil and groundwater samples.
• Soil samples which exhibit high Organic Vapor Monitor (OVM) readings, will be
submitted for analysis of the following constituents:
Total petroleum hydrocarbons (TPH) by TX Method 1005,
Benzene, toluene, ethlybenzene, and xylenes (BTEX) by EPA Method 8020.
Lead by EPA Method 6000/7000.
Semi-Volatile Organics (Semivols) by EPA Method 8270 '
• Based on laboratory data and field borings TMI will compute an approximate amount of
contaminated soil, which can be expected to be encountered and should require
removal and disposaf during the proposed construction activities.
• TMI will prepare a report, which details sampling locations along the proposed route and
the resulting contamination levels encountered during sampling operations.
• TMI will prepare a specification document, which will detail the procedures for handling
Potentially Contaminated Materials, to be utilized in development of construction
specifications for the City of Fort Worth. All drawings and pertinent information will be
presented as promulgated by the City of Fort Worth Departments of Engineering &
Environmental Management.
• TMI will provide Texas One-Call and local utilities with the appropriate notification prio�
to initiating any subsurface investigation. TMI will ensure, to the best of our ability, that
all subsurface utilities have been properly identified and marked.
■.=.�RA-M�t
Scope of Services — Environmental Oversiqht & Disposal Coordination
• TMI will provide personnel on-site to monitor the excavation of any potentially
contaminated materials (soil & groundwater). All personnel possess the appropriate
HAZWOPER training (CFR 1910.120) certification that is required for handling or
sampling any contaminated materials.
• An organic vapor monitor (OVM) will be used to monitor the environmental condition of
the proposed trench. TMI personnel will keep a daily log of the OVM readings. If the
lower explosive limit (LEL) of the trench/construction area exceeds 20% TMI will
evacuate the area until the cause for the contaminate vapors has been investigated and
the work area has been deemed to be safe for construction workers to return to the
trench/construction area.
• TMI will act as an agent for the appropriate agency 'tn the coordination, manifesting, and
disposal of all contaminated materials.
• In the event that contaminated groundwater is encountered TMI will provide a frac tank
onsite for collection of the affected water. TMI personnel will sample the water in order
to dete�mine the appropriate disposal options per City of Fort Worfh regulations.
Geotechnical Field Investiqation
The geotechnical field investigation will include sixteen (16) borings drilled in conjunction with
the environmental subsurface investigation. The boring depths will be advanced to a depth of
fifteen (15) feet below existing grades. Cohesive soils will be sampled with Shelby tube
samplers, whife non-cohesive soils will be sampled with split barrel samplers used in
conjunction with the Standard Penetration Test (SPT), over the first five (5) feet, and then at
five foot intervals. If encountered, rock formations will be evaluated using the TxDOT Cone
Penetrometer Test.
Groundwater measurements will be taken at the completion of drilling operations and after a
period of 24 hours. Terra-Mar, Inc will perform the staking of the borings. If required, the
ground surface elevation at each borehole location will be determined by others, or estimated
based on topographical maps provided by the design team.
Geotechnical Laboratory Investiqation
The objective of the laboratory-testing program will be to evaluate engineering properties and
parameters required for the design and construction of the proposed structures. Physical
properties of the soil as well as data necessary for classification by the Unified Soil
Classiftcation System (USCS) will be determined by classification tests. These tests will include
the determination of natural moisture contents, Atterberg limits, and dry unit weights.
Undrained shear strengths of cfayey soils will be evaluated by hand penetrometer tests, and
confirmed by unconfined compressive strength testing. The results of all of these tests will be
included at the appropriate depths on the boring logs and figures.
3
���
Geotechnical Enqineerinq Analvses and Report
The results of the field and lab�ratory investigation will be presented in an geotechnical
engineering repo�t which will include a plan of borings, boring logs of the exploratory borings,
and the results of the laboratory testing. The report will address the following issues:
• Subsurface condifions along the transmission line alignments, including depth of rock
and groundwater conditions and their effect on design and construction.
• Recommendations and special considerations for the design and construction of the
distribution pipeline alignment, including a discussion of OSHA trench safety regulations.
• Suggested const�uction conside�ations for the excavations, including comments on
excavation safety and dewatering.
Client Responsibilities
TMI requests that the client provide information concerning any legal restrictions or physical
limitations to onsite access or operations that must be adhered to by TMI personnel; and
identify any speciaf constraints regarding confidentiality of information. TMI requests that the
client provide assistance with identification of buried utilities on the properties by providing any
site plans or building plans in order to avoid any underground utility lines which may exist in or
near the sampling areas. Although an effort for identification of possible affected utilities will be
made, TMI shall not be held responsible or liable for damage to buried utilities not
identified by the client.
Proiect Cost and Schedule
We propose to initiate the geotechnical and environmental studies within eight days following
client permission to proceed. Field operations will require approximately ten to fifteen wo�king
days, depending on weather conditions and access limitations. The laboratory-testing program
wil� require approximately five working days, and separate geotechnical engineering and
environmental reports should be finalized approximately three to four weeks after project
initiation.
Every effort will be made on our part to complete the respective reports as soon as possible
and preliminary results may be presented during the course of the investigation.
.
TE�A�M�t
Compensation
Compensation for this work shall be on a unit-fee basis as outlined in the attached Cost
Schedule. A detailed cost estimate for this work is attached.
TMI's experienced scientists and engineers are committed to meeting your schedule. We
appreciate the opportunity to provide you with this cost estimate, and look forward to serving
your needs on this project. If any questions arise, please do not hesitate to call the
undersigned at 817.284.9363.
Sincerely,
TERRA-MAR, INC.
� �� ����,
Ron H. Chenault, Program Manager
Senior Geologist
�--�, ,
��� ���� ���
Scott M. Pettit, P.E.
Vice President
�}�L
�;� ��
�
5
■ Y���
ITEMIZED COST SCHEDULE (Con't)
PROPOSAL No. P98-2193FN(R)
M210 RELIEF SEWER/M-439 EXTEN51ON����
Task Estimated Cost Per Estimated
Description Number Units Unik Cost
Environmental Services — Advance 32 Geoprobe Locations & Drill 16 Borinqs at 500' Spacinq
Subsurface lnvestigation — Field Activities
Geoprobe Truck 5 days $1600.00 $8,00�.00
(Based on advancing 6-10 points per day)
Field Geologist 45 hours $65.00 $2,925.00
(Based on workinq 9 hour days x 5 days)
Subtotal $10,925.00
Subsurface Investigation — Drilling 16 Borings*
Field Geologist 54 hours $65.00 $3,510.00
(Based on workinq 9 hour days x 3 borinqs per daV1
Subtotal Field Activities $3,510.00
Envlronmental Analysis
TPH/BTEX (5 day Turn-around time) 64 samples $90.00 $5,760.00
Semi-volatile Orqanics (5 dav TATI 10 samples $150.00 �1,500.00
Subtotal — Analytical $7,260.00
Report Generation
Geologist 40 hours $65.00 $2,600.00
Senior Geologist; QA/QC 10 hours $80.00 $800.00
CADD 10 hours $45.00 $450.00
Clerical 5 hours $35.00. $350.00
Subtotal — Report Generation $4,200.00
Total — Advancfng 32 geoprobe polnts and 16 borings $25,895.00
* Fees for drilling 16 boreholes included under the geotechnicai investigation fees on following page.
,
�
■ �:ra�A-IVLRIR
ITEMIZED COST SCHEDULE (Con`t)
PROPOSAL NO. P98-2193FN(R)
M210 Relief Sewer/M-439 Extension�---
•� �
7ask Estimated Cost Per
Description Number Units Unit
Geotechnical Field Investigation
Drilling Rig MobilizationlDemobilization 1
Intermittent Soil Samalinq 240
SUBTOTAL - FIELD INVESTIGATION
Geotechnical Laboratory Investigation
Liquid and Plastic Limits 8
Moisture Content and Dry Unit Weight 8
Unconfined Compression. Soil 8
SUBTOTAL - LABORATORY TESTING
Geotechnical Enginee�ing and Repo�t Preparation
Staff Engineer, Field Coordination 4
Staff Engineer, Laboratory Classification 4
Project Engineer, Report 12
Senior Geotechnical Enaineer. Report 6
SU87OTAL - ENGINEERING
TOTAL
trip $175.00
feet $9.75
each $30.00
each $15.00
each $30.00
hours
hours
hours
hours
$60.00
$60.00
$80.00
$90.00
Estimated
C05t
$175.00
$2,340.00
$2,515.00
$320.00
$120.00
$240.00
$680.00
$240.00
$240.00
$960.00
$540.00
$1,980.00
$5,175.00
8
EXHIBIT "A-1 b"
AERIAL PHOTOGRAPHY, PHOTO IMAGE, DIGITAL MAPPING
AND DIGITAL ORTHOPHOTOS
CLEAR FORK PARALLEL RELIEF SEWER, PART 2
PROJECT NO. PS46-070460140250, DOE NO. 2572
ADS, INC. LETTER DATED NOVEMBER 30, 1998
EA-1 b
r.�a:Y1Gl��JCI4�l+r.i'rt��r���_ —
-� ^� � .
� w� .
�r
' r�- -_���' .
s�_�
�"' " November 30, 1998
FULI-SERVICE AERfAL PHOTOGRAPHY
ANO PHOTOGRAMMETRY
Mr. Robert P. Paleschic
Huitt-Zollars, Inc.
500 W. 7`�' Street, Ste. 300
Fort Worth, TX 76102-4728
Dear Mr. Paleschic:
Per your request, Aerial Data Service, Inc. is pleasedto present our proposal for aerial
photography, photo image, digital mapping and optional digital orthophotos of the M210
Relief and M439 Extension waterline alignments at Fort Wortli, Texas. Tlie M210
alignment is approximately 200' wide and 3400' long. The M430 alignment is
approximately 400' wide a.ud 4300'long.
All mapping will be perfornzed using standard industry procedures and will meet or
exceed National Map Standards for the map scale proposed. Please see the enclosed map
featL�res.
I. Aerial Photography
Obtain new black-and-white aerial photography suitable for the preparation of the
proposed n�.aps.
II. Plioto Image
Prepare 1" = 100' scale, 30" x 44" black-aild-white photo image of the proj ect
areas.
III. Ground Control
All ground control required for preparation of the proposed maps shall be
provided by Huitt-Zollars, Inc. Tentative control layout shown on enclosed photocopy.
8J01 EAST S15T
SUITE 100
TULSA, OK 7JiJ5
PHONE: 918•612 •d 11�
1•800•888•916J
FAX: 918 •6Z2 • 9119
Mr. Paleschic
November 30, 1998
Page -2-
N. Digital Mapping
Digital data will be collected for planimetric features at 1" = 40' scale.
Digital terrain model (DTM) data will be collected for breaklines and mass points.
Digital contours will be determined at I' intervals from DTM data.
Digital data will be provided in specified format compatible with Huitt-Zollars'
coinputer system. Paper check plots of digital data will be provided at 1" = 20' scale.
V. Optional Digital Orthophotos
As an option, ADS will prepare 1" = 40' scale digital orthophoto images from
aerial photography obtained for digital mapping.
Aerial film diapositives will Ue scanned at approximately 24 micrometers,
producing a pixel resalution of approximately .25' in gro�.uid units. Exterior and interior
orientations are performed to reference the digital imagety to the correct horizontal plane
as determined by ground control and analytical aerotriangulation. DTM data, collected
for contour detei-mination, will be merged with orientation parameters and Lu�rectified
digital images. Differential rectification is performed to remove image displacement due
to topographical relief and aircraft tip and tilt. The resulting digital orthophoto is a scale
correct representation of the tenain surface,
Soft-copy image data will be provided in specified format compatible with Huitt-
Zollar's computer system.
VI. Schedule
Aerial photography: Upon notice to proceed, weather permitting.
Digital mapping: Complete within thiriy (30) days from receipt of grotuzd control
information and completion of aerial photography.
VII. Items to Deliver
1. Digital data in specified format.
2. 1" � 20' scale paper check plots.
3. DTM data in XYZ files.
4. One (1) 1" = 100' scale, 30" x 44" black-and-white photo image.
5. Optional: Digital orthophotos at 1" = 40' scale with .25' pixels in specified
format.
Mr. Paleschic
November 30, 1998
Page -3-
VIII. Fee
Our fee for the proposed services is:
Aerial photography, photo image and digital mapping
-PvI210 Il�l��c.-� .............................................................. ... . ........
M439 Extension ..................................................................................$6,850.00—`
Optional digital orthophotos — completed with above digital niapping
......................................................................................... -$-589-69--
M439Extension .....................................................................................$750.00'�"
Thanic you for the opporhuuty to submit this proposal. If fiu�ther information is required,
or if we n�.ay Ue of assistance, please contact us. To accept tlus proposal, please sign
below and retzun the original to Aerial Data Service, Inc.
Sincerely,
AERIAL DATA SE VICE, INC.
�
�� �
Lyn Henry
Vice President
ACCEPTED this day
of , 1998
BY:
LH:gls
ecnie� nere CF41/Ir'F wr-
ATTACHMENT " B"
COMPENSATION AND SCHEDULE
CLEAR FORK PARALLEL RELIEF SEWER, PART 2
PROJECT NO. PS46-070460140250, DOE NO. 2572
I. Compensation
A. Payment for services will be computed based on Salary cost times a multiplier of
3.27 to determine the payment due for services. The multiplier is a factor, which
compensates ENGINEER for fringe benefits, overhead, and profit.
B. Payments shall also include Direct Non-Labor Expenses which, in general,
included expenses for supplies transportation, equipment, travel, communication,
subsistence and lodging away from home, and similar incidentals.
The Direct Non-Labor expenses shall be reimbursable at actual invoice costs plus
10%, except for living and travel expenses when away from the home office on
business connected with the Project. All travel outside of the Dallas/Fort Worth
Metropolitan Area to be made, which are reimbursed at actual invoice cost, by the
ENGINEER in connecting with the project must first be approved in writing to the
CITY.
C. Subcontractor cost shall be reimbursed at the actual invoice cost plus 10%.
D. Payment for expenses, costs, and services as described in Attachment "A" and
Exhibit "B-3" shall not exceed $ 137,416.00.
E. Partial payment shall be made monthly as stipulated on Exhibit B-1 upon receipt
of an invoice from the ENGINEER, prepared from the books and records of the
ENGINEER, outlining the amount of hours worked by each employee. The
employee's name and classification, and the employee's salary rate along with
itemized charges for any subcontract and reproduction worked preformed during
the period covered by said invoice. Each invoice is to be verified as to its
accuracy and compliance with the terms of this contract by an officer of the
ENGINEER. Payment according to statements will be subject to certification by
the Director of Engineering Department or his authorized representative that
such work has been preformed.
II. Schedule
Design shall be completed 141 days after notice to proceed. Special Services as
described in Exhibits A-1 a, A-1 b shall be completed 75 calendar days after the "Notice-
to-Proceed" letter is issued.
C�I
EXHIBIT B-1
(SUPPLEMENT TO ATTACHMENT B)
CLEAR FORK PARALLEL RELIEF SEWER, PART 2
Project No. PS46-070460140250, DOE No. 2572
METHOD OF PAYMENT
The ENGINEER shall be paid monthly based on statements prepared from the books and
records of the amount of the ENGINEER.
The Aggregate of such monthly partial payment shall not exceed the following:
Until satisfactory completion of Exhibit A-1 Phase IV, Part A hereunder, a sum not to
exceed 40 percent of the maximum fee.
Until satisfactory completion of Exhibit A-1, Phase IV, Part A, hereunder, a sum not to
exceed 75 percent of the maximum fee, less previous payments.
Until satisfactory completion of Exhibit A-1, Phase IV, Part A, Section 3, hereunder, a
sum not to exceed 95 percent of the maximum fee, less previous payments.
Balance of earnings to be due and payable after the preconstruction meeting for the project
An officer of the ENGINEER shall verify the accuracy of each invoice submitted which shall
comply with the terms of the agreement.
II. Progress Report
A. The ENGINEER shall submit to the designated representative of Director of the
Department of Engineering monthly progress reports covering all phases of design by
the 15`h of every month in the format required by the CITY.
B. If the Engineer determines in the course of making design drawings and
specifications that the construction cost estimate of $ 850,380.00 (as estimated on
Exhibit "B-5) will be exceeded, whether by change in the scope of the project,
increased costs or other conditions. The ENGINEER shall immediately report such
fact to the City's Director of the Department of Engineering and, if so instructed by
the Director of Engineering Department shall suspend all work hereunder.
�:�el
EXHIBIT B-2
(SUPPLEMENT TO ATTACHMENT B)
CLEAR FORK PARALLEL RELIEF SEWER, PART 2
Project No. PS46-070460140250, DOE No. 2572
HOURLY RATE SCHEDULE
Employee Classification
Principal
Project Manager / Planner
RPLS
Design / CAD Operator
Survey Technician
Draftsman
Clerical
Survey Crew
Reimbursable
Mileage
Rate/Hour Ran4e
$ 54.00 $ 96.00
$ 30.00 $ 54.00
$ 25.00 $ 35.00
$ 15.00 $ 25.00
$ 15.00 $ 25.00
$ 10.00 $ 20.00
$ 10.00 $ 20.00
$ 70.00 $100.00
Cost + 10%
$ 0.315 Per Mile
Reproduction work will be at current commercial rates. Subcontractors wrll be paid for at actual
invoice cost plus ten percent (10%).
FWE98011
u
E62-1
Phase
Design Services
EXHIBIT B-3
(SUPPLEMENT TO ATTACHEDMENT B)
CLEAR FORK PARALLEL RELIEF SEWER, PART 2
PS46-070460140250, DOE NO. 2572
DESIGN FEE COST SUMMARY
Scope of Services Fee MWBE
M-439 Ext. Design $137,416.00 $ 38,670.00
(Parts A and B)
Proposed MNVBE Subconsultants
Aerial Data Services, Inc.
Terra-Marr, Inc.
FWE98011
�
%
28.1
Services Fees %
Aerial Mapping and Photos $ 7,600.00 5.5
Subsurface Environmental $ 31,070.00 22.6
Investigation and
Geotechnical Services $ 38,670.00 28.1
EB3-1
EXHIBIT B-3A
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF DESIGN FEE
CLEAR FORK PARALLEL RELIEF SEWER, PART 2
PS46-070460140250, DOE NO. 2572
February 26, 1999
Mr. Tony Sholola, P.E.
Department of Engineering
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102-6311
RE: CLEAR FORK PARALLEL RELIEF SEWER, PART 2,
Project No. PS46-070460140250, DOE NO. 2572
Dear Tony:
We appreciate the opportunity to present this proposal and fee schedule for your consideration
Attached please find construction cost estimates, schedule, and exhibits depicting the scope of work.
We proposed to complete the proposed work in accordance with the following fee schedule.
Estimated Construction Costs:
TOTAL
Basic Engineering Design Services, Task 1:
�
$850,380.00
$58,400.00
Total = $137,416.00
EB-3A
EXHIBIT B-3A
Mr. Tony Sholola, P.E.
February 26, 1999
Page 2
Basis Engineering Design Services (M-439 Extension Design):
Subtotal
Special Services
Design Surveys Consultant-HZI (M-439 Extension)
Design Surveys M/WBE SUB (M-439 Ext.-Aerial Topo & Photo)
Easements Survey and Documents Consultant-HZI (M-439 Ext)
$ 58,400.00
$ 58,400.00
$ 3,485.00
$ 7,600.00
$ 7,620.00
Geotechnical M/WBE SUB (M-439 Extension) $
Environmental Subsurface Investigation M/WBE SUB (M-439 Ext) $
Coordination with Union Pacific RR
Consultant-HZI $
10% for M/WBE Contractor Markup $
Monthly Meetings $
Subtotal $
Construction Services
Pre-Construction
During Construction
Post-Construction
Subtotal
Reproductions
16 sets of Preliminary Plans (utility clear)
44 sets of Construction Plans
40 sets of Specifications
10% for Subcontractor Markup
Subtotal
TOTAL NOT-TO-EXCEED
5,175.00
25,895.00
13, 380.00
3,867.00
3,360.00
70,382.00
$ 2,140.00
$ 2, 988.00
$ 1,020.00
$ 6,148.00
$ , 336.00
$ 924.00
$ 1,000.00
$ 226.00
$ 2,486.00
$ 137,416.00
We will be using ADS, Inc., for aerial surveying and mapping, and Terra-Mar, Inc., for subsurface
environmental investigation and geotechnical services. This will result in a 28.1 % portion of work that
will be perFormed by approved M/WBE firms, which will exceed the target of 25%.
If you have any questions or require additional information, please give me a call.
Sincerely,
HUITT-ZOLLARS, INC.
�
K nrteth J. ughes, P,E.
Vice President
EB-3A
.
EXHIBIT B-4
LISTING OF HOURS FOR EACH ACTIVITY
Princ Project Lead
TASK DESCRIPTION In Charge Manager Engineer
PERSONNEL CATEGORIES
�C Senior Senior
Engineer Tech
Admin.
CADD StaH
LABOR
TOTAL
HOURS
� Conceptual Plan 2 26 55 6 4 0 88 28 209
� Prelimin. Design 1 16 48 10 0 0 78 44 197 �
� Final Design 3 16 79 0 24 0 60 44 226 �
� Furnish Docs 0 4 20 2 0 0 21 20 67 �
� Construction Phase 0 12 33 4 0 0 24 0 73
� Closeout 0 2 0 0 0 0 0 2 4�
� � y ` Zs o 27� yas ��sl
.' � . . • �� � t� ,7.�}� I .. �n � ' . '""\ .vR� ' - t \
.• . �. ��:A�� � , �f�.:
�lN� �!�l''�'ad��Jr r 5 I'd'.. 1 "iw y •.-Y.r �'�-1E���u..$�•
u tota 76 235
�i� .y�; �_ , ..�:.` . . . �iv. 4 i �. �� ' -�r ?�� � � 1 Ai.� ��,1 s 4
.#1.a�77J�1�r�) � ....i �i i.� . . .�f"� � .�'4 � � i �1 .�'.-., f ���,1v���.ld�'M:f'�i,, f� .;ji.t �iG. '•�;�"li.�r�4�.. �..��.�`%i �'i.2�:�[�?k � �p.D �'�ti'Iv-�i-1
I�tY .���.:� .. � � ,-. �''*,'Ik"`'� . ��!'v� _ i't (J�'rl�� �I { i L ��, . i � � . � `'�' it � � ^ � ��'. � , G� ��- � i!', i e ,'Y; ; �li ir„ �,. � �F^ �
, ,� . .'���. ' � s'.'�'� w. : �'s'�'�'` ^�'� w� �KI��'�3-. F,�'���. �
� TOTAL BASIC LABOR 6 76 235 22 28 0 271 138 776
I Special Services 0 20 126 0 0 0 0 2 148
I TOTAL LABOR 6 82 328 18 28 0 247 138 847
EXHIBIT B-5
CLEAR FORK PARALLEL RELIEF, PART 2
Project No. 46-070460140250, DOE No.2572
16�I�b�99 1�00 PM
City of tort wortn
' ' ' ' Pre11m1oary
Oni[ eetimete
Itm+ Oueatity IInite Price v/ 094P Nerk-IIye
�/ee•� 5 Totel
�
�
�48-inch RCP Class ZV sewer, Ave 20'trench 4,170 LF $150.00 $625,500
Manholea (ave 15') 5 EACH $2,500.00 $12,500
�
�Junction Manhole 1 LS $5,750.00 $5,750
�
�RR Crose w/open cut 2 LS $11,500.00 $23,000
Stub and Plug 1 LS $575.00 $580
Remove Plug and Tie-in 48" 1 LS $1,725.00 $1,730
�
�Reatore Exiating Roadway/grades 9,177 SY $4.00 $36,710
� (gravel stock/compact/place)
Vacuum Test SS MH 5 EACH $138.00 $690
Restore Fence (use ex.fabric) 800 LF $17.25 $13,800
Culvert Crossing 2 EACH $5,000.00 $10,000
�
Haul and Diapoeal Contaminated Soil (76 lf Trench) 400 CY $44.49 $17,800
Haul and Disposal Clasa I Contaminated Soil 400 CY $15.48 $6,190
Contnminated Ground Water-Frac tank and Haul (5 Loada) 1 ls $5,663.75 $5,660
Remove Bx.Roadway Aephalt Pavement(approx.5001f) 833 SY $3.00 $2,500
Trench Safety Program 3,830 LF $1.15 $4,400
Poatconat. TV Inapection 4,170.0 LF $1.50 $6,260
Sub-Total w/o Contingency $773,070
�onL��sgency at' ?k of Subeotnl'_ �?�TO?� .-��.',.�� ��ti�,'���: 3I0
iotal w/ contingency � $850�380
�
Notes:
1. Does not include new E�7AC surface for road.
2. Does not include Contractor's RR Insurance nor additional contingencies for RR and Environmental.
ATTACHMENT "C"
AMENDMENTS TO STANDARD CONTRACT
AND GENERAL SCOPE OF SERVICES
CLEAR FORK PARALLEL RELIEF SEWER, PART 2
PROJECT NO. PS46-070460140250, DOE NO. 2572
No modifications to the STANDARD ENGINEERING CONTRACT were necessary for
this project.
C-1
ID i�eM N�me
� TASK-1 M-439 Extenslon Oeslgn
2 Notice To Proceed
� Conceptual Desfgn
� Conceptual Design Workshop
S Geotech and Subsurface Envlron.
e Preliminary Design
� Deliver Preliminary Plans/Specs for Review
s o C Review Peri o d an d M e e t ing
e Final Design
�o QC Revlew Period and Meeting
++ Revise Fumish Bld Documents
�� Construction Phase
�� AdveRise and Award
�� ConsWction
ATTAGHMENT D '
PROJECT SCHEDULE
CLEAR FORK PARALLEL RELIEF SEWER DESIGN, PART 2
Ouretlon Shrt Finleh �� ��� N��{ `+�99 I 6199 I 7/98 I Ef99 I B198 I 10199 I N199 I 11199 � 1I00 I 1100 I 100 I 4/00 I 5Jb0 I 6lI0C�� � 7f00 I!!OQ '� 9100 I 10/00 I 11/00 I 12100 I 1101 � I L07
1T9d 3/15199 'I'1118199 � i � TASK-7 M�]Y E=�ndan Dealpn � I r � � � � � i I �
I � '1�118 p ' � � ' � � I � I
I � j I C ; ! � '
1d 3/15l99 3H5f99 I � I � � ' i ' ! 4 � ' .
� i � i i I � '
i �ItlS � �� � � V { i � I ' � i � I ; I i � i
30d 3/16/99 426199 � i � � � I � i � � l � 1 � � I ! � 1
� ; I
' ' � � � � ' � � � � � �� � � i
1d 4J27/99 427/99 " � ° j � I � ; I ! ; ! , ! � ' ' '
� i r i. � � � � � � P � i � I f � . .
� � I !
{ � � i i � 1 � , � i I � � i
75d 4728/99 8/10l99 � i � � � � � I ! l ; � ' ; ' � r ;
� 'i�' , n..r.'zw'-s'',"-`�,'� i � � ; � ( l 4 i i � I '
, , , � ; � � I ( � 6 , � , ; ; ; p � � ' !
45d 428/99 6/29/99 I I a. i 4 i f I i ` f
I i i � '
� ! � � ' �
1d 6/30199 6/30/99 � ( � � � � � _�� � j � o i 1 � � � � ` i I � � " �
fI. �, , i I Y� I J i i i, I ' I
F
21d 7l1/99 7/29199 � � . � j � � ' i ; � � � i � � � �
� �
i � i � � � � I � � I ! I '
45d 7/30/99 9/30/99 � , . i j � , � � � P � � r i , � �
i ' ' e � ��� ' i k �i � ' � � l . i I ,
� ' I i � �
2�d �oivss �onsiee I � � i p � ' � � i � � ; � � �
� , � a � � �', 1� ` i
� � : � ' � � I j ; � i '
I + � ' � � �
14d 1111/99 11/1B199 1 � i ' � � '
� � f ; i i
P j � : , �
270d 11N9/99 11/30/00 , I � i f � � I � l � � I I I
� j I i � I � � conaWctlon Phaae 4 � � j
I ' � � � ' � i � i. ��no '
' �
60d 11/19199 2/10/00 I I � � ' ; I , . ` � � � � �
� ; � < ≤ g ; ; � 1 I �
` � i � ' wk�.�� 'l1�h-`� � � � � � I
i
210d 2J11/00 11f30l00 � I ! i j� � � � 4 N I � � � � � � ; �
1 ' I 1 ' ' � � ��":r���"�;'�"��^t�wi7�r�#��1��:P1'M�fl '
HUITT-ZOLLARS. IMC. PaBa �
� ! y � µ�
� b I .,�� � �4/" � '• ' � �,, � ��N�_.1 ��� � �.� 1 Y'"..
�� ery -����`. i� P f i� -�� 1 `` i. ����z�� �I .�`� `J0} rr��� � I' . I.I:.
i -n-sr � �- " .L ._ "-� �J.�-�1I�� Y I� � IL ���.
�.,y. �''r� �j��S=,�.�} ��..aF 4 �J "i�r���� �. ��P �- � --� _— ,�C""'°"",.��- � 1 � I,°�•
� i�`�, r'�� �s' i � !I �� I �� x J I 1, ��_//J �' � i � , Ir ��k4''"�
` ,i ' —SI 3.. i �� j �Y,y�r 1 �'�� I �j,�„I , I
,� � � 'I = `O �� � "i r ,�`� � �� =4! � f:_. �{ �LI'�-�_L I iy _I i.,:: i'�I-�,_���.
,, s ,
J `' �� S �s� �� � c I .. . , w. � r .._. . . M. +n� . Si � � �I .i �'I- a i�l'p�l'I I ��+� II�'��%� � �:.
� ,I— `_ ��.' y
�1✓ i 9 ;� - _ � �.�,�,
, r � W
� � �
'�.' \'�,���. _... ._I I fi f ,`�--i� ( � _ � t -- ; t` � �I_-�I-l� l �l•1 i I F_'L� Tl �± �l-�;;•
� " r
� I :�a �.�y�l Y ���—! AI ��� �� =I �-�� `r" v v�' ,� . � � •� � _ � y �+ 'i . + i� � ;%d]J�j ��I,�,I,�
•�- �,,�,. y �I� � -��.� _ � :�t � °l � , i f) _ a c��, �,-��,�.. �
—�,�'' � �'��. 'i' ,�L,������ •�i� s ,� 1,, �__��;+ '� � � illll�l��'I$i
�4 7��5_1�� � ' �t�� �. ��. �' , I _} �.' �, n. �, ~
��r .� ���, � �� -� ��.. J ._ � 1 � d i—' :1���`W„}` � 7�Y:19 � I.��.'.I.
,la� 1 .�i , ,� �. �_�+
'�� � ;� � �i � �i�.,� :�����Fil����'.�
r - ��_� x. i — _ . �
�
- � � 4 �' , . 1 ° ����� � �--IL�`�1: F
- — `} i , ^� �i—,4�.� �,. s
�� - y -- �= 11�-�� ��
�� �' �� /�'1� l . � �i`� S_ - Y a- � �.
--=�.��� [/\\} � - - _ -- � _�,_ . . ,, _�.
�=H' 1.'".f� � \. F R � � . ��� �. � _ �M .�
—�� ''l" � � � i� � �.� � � jI��—
�_�___..—I I � 1-•.
��-r ' �-��-�i� r g�• ,� 2 a a �� � .•l�
'L'jy � �.I _ } I � �, ` � F '
L� � ���� ;�` -��L �Y_ ^+A � ! � 8�i.
�,, � "'" � S ! `' +c
� y 6 �`y y ' �j
' � �— ti �—^ ':IF r
� ,
� ' �` I � PF�C3P�SE� M-43� /-�
�� �� � ,
- ,:. � ��. � r . � j �, EX7EI�SI��J (48"5S� '���, a
"� ��• n � , , ,; ��
. .q
Y�+��`�`� : �y, ' � �_-'-
7�.1+_i� � ,t ' � � ��'x'�i'.'n { — �p � � 9
ic- �i � /� . "'�� r . � � s �
�'�•s� i SE rj" '� "s�'� ' { a . - � ! {f�}
F4 •F �1.�� ��� � .�' � , � - k�C'�
� 3 °� :�' ' `� � i i -
� , �� � l��'^� I ' - n��-
- .f,� ,�, � f ,
�= }� ��� � y-y�e � ri � , # -
� 7 •• .� �* n�s� �4Y;;� , � ' � �
_� �y . �,� � �a � ,}�c . , 'r:[:
.� � \
� _ �L �� 'a ' `�"� �F� �'�a � °'r1 ��i`�, \ 4 �� � 'r"�l J�
a'� '' `' < *� f � � � `� �+, � ../
T _ � � � �~`S�� I •_' �• '���, 5�+ +� . ��^�, � df
, .�!{ �+ �t f
� ' . � �^'i s . � h .' i� '� � Y.:r'� 'b 3� � \, �?.J '�
�� s�'� �}� �- �'' �if f ��'� i�. �v � i4� - �� �� i `
� , , rl .�rJ � _ � .. f 1 8 � . �{��? F V j ?
! i w, .
�TI V : �, ��, . 9 � . �� � � �f �'},i
� ; U�� 1
- _ � - � - `� � `�
---.��� � . ,_�
, , � f • �s
� � �
i �5 'r�s_�"i�,r�M - ``e�� �• .P� - -:{ - R; .,
�I ' � ���� ���� ��� .�tl �`� ��'��'� �fy� � � �
� —r� I�—��-� �I `¢ �.� ,.� �� y . � � � `�,Y- � ��h�� r�'r�.. ' � "
x .= I�"�.—��� ���� '`I �{ Y{� �'�'f 1 � �_� �. �,����r'��'"'�"�`:' 9 -
, �=�1 � � Tlr ',�I -r j I� � � �Yr � �`'`�y�.�� '� �! � � .r ava; ..wr r
I � a �£ �r � ��r r �'�� 1.��AISy� '''C�'��c ' L �fi� �� "�� � : 1 '`� c .
� .Z� J � I �t�.�� � l ��` �f' T ��x'1 � ~ � ••� � � �' S�
� ��— _ 4�I� ���f , !�l--'�=r � �` r u,,. �J:a+s� ,K� I ,-i'� �ti. ; � y,C.!�j; •. ',i., 1�y � ' 3� `'„� 4 � .
— —� i� �•� �:; '� �'< �- .�:, 2c- �
� � � -' �f �� � � "v >> ' --�� ��ti� �.=��. ,, °. :�, `-� �1r � ; .��
I% ; � �I.� — I • I � . � v" 1�.� ��,. Y "4Y .. � ti.y4Yj, � -�;
(-- 4 1 , w a e�-�n.r R' f,� r�, ��� � Jl'U'{'�'✓ ��� ' � 1�� f�
I� � I �' �I �I � �� � � ti �� � �G �'- F��'��f, �J����.,"�.� ` _ I i �..�- —� f_ —
��. �' r- � r� t� �� � �'�i�s� r -� � 1-� �I��I — -+'}�--f�' .. � �_� . � d
�-I f�� �� r-�r*�i -P� 1I���=I I� II�I��`II l �4� � I�f - � �1 . f��_ _-:rfl ^�'_� �.��;����sl�y" .
1
H�_I I� ~ ZOLLL \ 1 V SMEET NO. 1 OF 1
- CLEAR FORK PARALLEL RELIEF, PART 2 F,-��,RE - AnACHMeNr e
HUITT-ZOLIARS, INC./ENGINEER5/ARCHITECTS
�DATE fEB. 1999 i PAo1 Ho. BD-PUBLIC � FORT WORTH SEWER MAIN IMPROVEMENTS I CITY OF FORT WORTH I
City of Fort Worth, Texas
���a� Ar�d C,ounc�l Cammun�cAt�on
DATE REFERENCE NUMBER LOG NAME PAGE
3/30/99 **C-17357 30WVICK 1 of 2
SUBJECT ENGINEERING AGREEMENT WITH HUITT-ZOLLARS, INC. FOR CLEAR FORK
PARALLEL RELIEF SANITARY SEWER PART 2
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering
agreement with Huitt-Zollars, Inc. in the amount of $137,416 to prepare plans and specifications for
Clear Fork Parallel Relief Sanitary Sewer, Part 2.
DISCUSSION:
The City's Wastewater Collection System Master Plan recommends that immediate sewer capacity
improvements be made in the rapidly developing southwest part of Fort Worth in order to provide
adequate capacity and satisfy peak wet weather flows and anticipated growth. The proposed
improvements will help alleviate repeated sewer overflows and backups in the Hartwood Circle
neighborhood.
The engineering services to be performed under this agreement consist of preparing plans and
specifications for the installation of approximately 4,200 linear feet of 48-inch diameter sanitary sewer
pipe.
The project is generally bound on the north by West Vickery Boulevard, on the south by the Clear Fork
of the Trinity River, on the east by University Drive and on the west by the Hulen Street bridge.
Huitt Zollars, Inc. proposes to perform the design work for the praject for a fee not to exceed $137,416
based on established hourly rates. Staff considers this fee to be fair and reasonable for the scope of
services proposed.
Huitt Zollars, Inc. is in compliance with the City's M/WBE Ordinance by committing to 28% M/WBE
participation. The City's goal on this project is 22%.
The project is located in COUNCIL DISTRICT 9, Mapsco 75Q, R and 76N.
In addition to the contract amount, $6,000 is required for project management by the Department of
Engineering.
�
City of Fort Worth, Texas
n✓1�Ayar And C,aunc�l Cammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
3/30/99 **C-17357 30WVICK 2 of 2
SUBJECT ENGINEERING AGREEMENT WITH HUITT-ZOLLARS, INC. FOR CLEAR FORK
PARALLEL RELIEF SANITARY SEWER PART 2
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Commercial Paper-Sewer Fund.
MG:j
Submitted for City Manager's
Office by:
Mike Groomer
� Originating Department Head:
A. Douglas Rademaker
Additional Information Contact:
A. Douglas Rademaker
I FUND I ACCOUNT I CENTER I AMOUNT
� (to)
�
6140
�
6157 I (from)
� PS46
6157 I
�
531200 070460140250 $137,416.00
C1TY SECRETARY
� ��V �
li,/i 1 f
� MAR 4e �sss
� � i
I�, 4 ,�i,....�1
I�?It!� SeF.�'e�ry ot ths
��q �� }�ri Wo*th. Tezas