HomeMy WebLinkAboutContract 30887CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITY"), and TranSystems
Corporation Consultants, (the "ENGINEER"), for a PROJECT generally described as:
Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Dennis
Avenue (Burton Hill Road to Roaring Springs Road}, Fursman Avenue (Burton Hill
Road to Roaring Springs Road) and Mattison Avenue (Virginia Place to Washington
Terrace).
CITY ��CREir�R� `, �
Article I CONTRACi N� , ,
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) The ENGINEER will issue monthly invoices 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 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.
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Article [�/
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
A. Generai
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 pertorming 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 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 ERGIf�EER shall not be liable for the use of
such drawings for any project other than the PROJECT described herein.
ENGINEERING CONTRACT
Page 2 of 14
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(1) The presence or dufies of the ENGINEER's personnel at a construction site,
whether as on-site representatives or otherwise, do not make the ENGINEER
or its personnei in any way responsible for those duties that belong fo 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 fimited to, all construction
methods, means, techniques, sequences, and procedures necessary for
coordinating and compieting ail 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
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 de�iation 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, sysfiems or equipment and performance
criteria to be required in the Confract 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 fhe 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
ENGINEERING CONTRACT
Page 3 of 14
operating personnel; and other �conomic and op�rafiionai factors that may
materialiy affect the ultimate PROJECT cost or schedule. Therefore, the
ENGINEER makes no warranty that the CITY's actuai PROJECT costs,
financial aspects, economic feasibility, or schedules wiil 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 compieted the work in
exact accordance with the Contract Documents; that the finai 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 finaily
constructed. The ENGINEER is not responsible for any errors or omissions in the
information from others that is incorporated into the record drawings.
1. Minority and Woman �usiness Enterprise (M/WBE) 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/V1/BE 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 finai payment under this contract, hav� 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 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
ENGINEERING CONTRACT
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advance notice of intended audits.
(2) ENGIfVEER furfher agrees io include in ail its subcon�uitant 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
_��,direct�_ _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 sub-consultant
reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may
be requested by the CIT1'. The CITY agrees to reimburse ENGINEEfZ 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
$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.
Worker's 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
ENGINEERING CONTRACT
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(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 according to items section K.(1) and K.(2) of this agreement
are provided under applicable policies documented thereon.
(c) Any failure on
documentation
requirements.
part of the CITY to request required insurance
shall not constitute a waiver of the insurance
(d) A minimum of thirty (30) 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 or be otherwise approved by the CITY; and, such insurers
shall be acceptable to the CITY in terms of their financial strength and
solvency.
(� 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 di�cretion, 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.
ENGINEERING CONTRACT
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(j) The Profe��ional Liability insurance poiicy, if wrifien on a claim� made
basis shall be maintained by the ENGINEER for a minimum finro (2)
year period subsequent to the term of the respective PROJECT
contract with the CITY unless such coverage is provided 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 subconsultants
maintain insurance coverage, ENGINEER shall provide CITY with
documentation thereof on a certificate of insurance. Notwithstanding
anything to the contrary contained herein, in the event a
subconsultant's 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 pertorm all services as an independent consultant and
not as a subcontractor, agent, or employee of the CITY.
M. Disclosur�
The ENGINEER acknowledges to the CIT1'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 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.
ENGINEERING CONTRACT
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O. Pe�6�ing Aaa�hori�6e� - D�sig�a Cha�ges
if permitfing 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 Agreemenf 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. C6ty-Fumished 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. Advertisernents, P�rmits, 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 sched�ale in
Attachment A.
ENGINEERING CONTRACT
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E. Prompt Nm4ice
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 Con�tr�ction Site, and provisions
providing contractor indemnification of the CITY and the EfVGINEER for contractor's
negligence.
H. Contractor Clairns 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 ElVGINEER."
ENGINEERING CONTRACT
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{2) This AGREEMENT gives no rights or benefits to anyone other than the CIiY
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)
f�
(1)
Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim again�t EfVGINEER.
CITY's Insurance
The CITY may maintain property insurance on certain pre-existing structures
associated with the PROJECT.
(2) The CITY will ensure that �uilders 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)
J.
The CITY will specify that the Builders Risk/Installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
Litigation Assistance
The Scope of Services does not include costs of the
requested assistance to support, prepare, document,
litigafiion undertaken or defended by the CITY. In the
services of the ENGINEER, this AGREEMENT shall I
agreement will be negotiated between the parties.
K. Changes
ENGINEER for required or
bring, defend, or assist in
event CITY requests such
�e amended or a separate
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 CITY approval.
Article VI
General Legal Provision�
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.
ENGINEERING CONTR,4CT
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�. Reuse of Projecg Docurnen�s
Ail designs, drawings, specifications, dacuments, 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 compieted or not. Reuse, change, or
alteration by the CITY or by others acting through or on behalf of the CITY of any
sucM instruments of service without the written permission of the ENGINEER will be
at the CITY's sole risk. The final designs, drawings, specifications and documents
shall be owned by the CITY.
C. Force Majeure
The ENGINEER is not responsible for damages or delay in perFormance caused by
acts of God, strikes, lockouts, accidents, or ofiher events beyond the control of the
ENGINEER.
D. 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 terminafion expenses as follows:
a.) Cost of reproduction of partial or complete studies, plans,
specifications or other forms of ENGINEER'S work product;
b.) 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.
(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. �uspension, Delay, �r Ir�te�pt6on tQ !�lQrl�
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.
ENGINEERING CONTR.4CT
Page 11 of 14
F. Incierr�n6fica�ion
(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 sQlely 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) (Vernon Supplement � 996).
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 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 liabilifiy and sole negligence for indemnification. Parties
mean the CITY and the ENGINEER, and their officers, �mployees, agents, and
subcontractors.
I. Jurisdiction
The law of the State of Texas shall govern the validity of this
interpretation and performance, and any other claims related to
any litigation related to this AGREEMENT shall be Tarrant County,
J. Alterr�ate Disput� Resolution
AGREEMENT, its
it. The venue for
Texas.
(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 �ubmitted to arbitra4ibn 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,
ENGINEERING CONTRACT
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judgment may be entered thereon in any cou�t 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.
ENGINEERWG CONTRACT
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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
Attachment D - Project Schedule
Attachment E - Location Map
�� ��y � l
Executed this the `�i day of � �' , 2004.
ATTEST: CI F FQ
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Marty Hendri ` Marc. A. �
City Secretary Assistant
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Contrac�i. �+utho�iza�,io�
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nate
APPROVED AS TO FORM
AND LEGALITY
C
Assistant Ci Attorney
ENGINEERING CONTRACT
Page 14 of 14
WO
Manager
APPR RECOMMENDED
"�`7 ` /�
A. Douglas Rademaker, P. E.
Director, Engineering Department
TRANSYSTEMS C;C)RPnRATION CONSl1LTANTS
ENGINEER
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By: '� � -
Raul Penr�, I I I, P. E.
Regional Vice-President
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ATTACHMENT "A"
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"Scope of Services set forth herein can only be modified by additions, clarifications, and/or
de/etions set forth in the supplementa/ Scope of Services. In cases of conflict between the
Supp/emental Scope of Services and the Genera/ Scope of Services, the Supplemental Scope
of Services shall have precedence overthe Genera/ Scope of Services,"
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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) GeotechnicallnvestigatiQn�
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 uti!itie�.
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 nofiify 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 furni�h�d on the appropriate City forms in a
minimum of four (4) copies each.
$) 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-�ections, 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 cam�ly with applicable ioc�l, 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 baund 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) Recornmendation 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 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 AND/OR SANITARY SEWER 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/or sanitary sewer
improvements for the following:
Street Reconstruction, Water and Sewer Replacement on Dennis Aven. (Burton Hill-
Roaring Springs), Fursman Aven. (Burton Hill-Roaring Springs) and Mattison Aven.
(Virginia-Washington)
Contract No. 0014
Project No. 00024
STREET COUNCIL WATER SANITARY SEWER
NAME DISTICT
Water Map Exist. Prop. Replacement Sewer Exist. Prop. Replacement
No. Pipe (In) Pipe (In) Length (LF) Map No. Pipe Pipe Length (LF)
(In) (In)
Dennis
Aven.
Roaring � W2024-
springs 392 6 8 1950 N/A N/A N/A N/A
To
Burton Hill
F�rsman
Aven W 2 0 2 4-
Roaring � 3 9z 6 8 18 0 0 N/A N/A N/A N/A
Springs
To
Burton Hill
Mattison
Aven. W2036-
virginia 7 392 6 8 750 52036 6 8 2650
To -392
Washington
EA1-1
Rev 5/18/04
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Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A — PRE-ENGINEERING
1. Initiai 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. 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.
The data collection efforts will also include conducting special coordination
meetings with affected properly owners and businesses as necessary to
develop sewer re-routing plans.
The following shall be applicable at all locations where it is necessary to
relocate or reroute the existing private sanitary sewer service line due to
the abandonment or realignment of the existing public sanitary sewer
lateral or main:
Rev 5/18/04
F'Al-2
.
� The CITY shali furnish the Engineer with a sample format of how the sewer
service line reroute/relocation should be designed and submitted for
construction. During design survey, if a rod can be inserted through the
cleanout to the bottom of the service line, the Engineer will obtain the flow
line elevation and design the service line prior to advertising the project for
bid. If the service flow line information cannot be obtained during design
survey, the Engineer shall delay the design of the sewer service line until
after the start of construction. The CITY will then direct the Contractor to
de-hole the service line at the clean-out location of all buildings or
structures so that the Engineer's surveyor can determine the flow line of the
sewer service line. The Engineer shall use this information to provide the
design for the sanitary sewer service fine to be rerouted or relocated.
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. Schedule Submittal and Monthly Progress Report
The ENGIENER 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 reports as required under Attachment B of the contract.
PART B- CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
i. Surveys for Design - To be pertormed by City
ii. Public Notification — To be Performed by City
EAl-3
Rev 5/18/04
iii. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 40 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.
2. Preliminary Engineering
Upon approval of Part B, Paragraph iii (b), 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 property ownership shall be provided on
the plan view.
EA1-4
Rev 5/18/04
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
as specified in Part A, Paragraph 1 b.
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 between various parts of the project, tunneling
EAl-5
Rev 5/18/04
details, boring and jacking details, waterline relocations,
details unique to the construction of the project, trenchless
details, and special service laterai reconnections.
h. Right-of-Way Research — To be Performed by City
i. Right-of-way/Easement Preparation and Submittal— To
be Performed by City
j. Utility Clearance Phase
The ENGINEER wili 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.
k. Preliminary construction plan submittal
i. Preliminary plans and specifications shall be
submitted to City 60 Days after approval of Part B,
Paragraph iii (b).
ii. The ENGINEER shall deliver two (2) sets of
preliminary construction plans and finro (2) sets of
specifications and contract documents to CITY for
review. Generally, plan sheets shall be organized as
follows:
EA1-6
Rev 5/18/04
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Cover Sheet
General Notes/Legand
Easement layout (if applicable)
Abandonment
Pian & 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.
I. 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.
m. Public Meeting
After the pre(iminary plans have been reviewed and approved
by the City, the ENGINEER shall prepare project exhibits,
provide the CITY with the database listing the names and
addresses of all residents and business to be affected by the
proposed project, and attend public meeting to help explain the
proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 40 days after
approval of Part B, Paragraph 2 k.
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 finro (2) sets of
EA1-7
Rev 5/18/04
�
plans and construction contract documents within 15 days of CITY's final
approvai. Plan sets shali be used for Part C activities.
b. ENGINEER's Estimate of Probabie Construction Cost
The ENGINEER shall submit a final estimate of probabte construction cost
with the final pians submitted.
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. 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 return four (4) copies of the bid tabulation,
along with the contract documents to the City within three (3) working days after
bid openings.
c. Assistance During Construction
Rev 5/18/04
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.
EA1-8
EXHIBIT "A-2"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: PAVING AND/OR DRAINAGE 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 paving and/or storm drain
improvements for the following:
Street Reconstruction, Water and Sewer Replacement on Dennis Aven. (Burton Hill-
Roaring Springs), Fursman Aven. (Burton Hill-Roaring Springs) and Mattison Aven.
(Virginia-Washington)
Contract No. 0014
Project No. 00024
STREET NAME COUNCIL PAVEMENT STORM DRAIN
DISTICT
6" Lime 6" 7" 6" 18 24" 5' 10'
Stabilized Reinforced Integral Reinforced RCP RCP CURB CURB
Subgrade Concrete Curb Concrete (LF) (LF) INLET INLET
(SY) Pavement (LF) Driveway (EA) (EA)
(Sl� (SF)
Dennis Aven.
Roaring Springs � 6720 6300 3900 7650 N/A N/A N/A N/A
To
Burton Hill
Fursman Aven
Roaring Springs � 6200 5800 3600 6750 N/A N/A N/A N/A
To
Burton Hill
Mattison Aven.
7 2600 2420 1500 3240 30 50 0 2
Virginia
To Washington
FsA2 -1
Rev 5/18/04
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Upon receipt of notice to proceed, the ENGINEER wili 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. 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, CITY drainage
complaint files, existing applicable drainage studies and 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 wiihin 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
EA2-2
Rev 5/18/04
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 Ciiy. City shall be responsible for forwarding the forms to the
affected agencies for execution.
2. Schedule Submittal and Monthly Progress Report
The ENGINEER shall submit a project schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with
monthly progress reports as required under Attachment B of the contract.
PART B- CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
Surveys for Design— To be Performed by City
ii. Drainage Computations
a. ENGINEER will review and document the storm water
watershed drainage runoff area and existing street, right-
of-way and storm sewer capacities for the subject site. A
drainage area map will be drawn at 1" = 200' scale from
available contour maps. Calculations regarding street and
right-of-way capacities and design discharges (5-year and
100-year frequencies) at selected critical locations will be
provided. Capacities of existing storm drain will be
calculated and shown. The ENGINEER's responsibility
includes recommendations for improvements of the
existing system as deemed reasonable and consistent with
City standards. Design of drainage facilities is not included
in this contract.
iii. Conceptual Engineering Plan Submittal
a. Conceptual plans shall be submitted to City 40 days after
Notice to Proceed Letter is issued.
b. The ENGINEER shall furnish four (4) copies of the Phase 1
EA2-3
Rev 5/18/04
concept engineering plans which include layouts,
preliminary right-of-way needs and cost estimates for the
ENGINEER's recommended plan. 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. �
2. Preliminary Engineering
Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as
follows:
a. Drainage area maps with drainage calculations and hydraulic
computations. Information shown on the plans will be consistent with Part
A, Paragraph 1.b. for proposed condition.
b. Preliminary project plans and profile sheets which will show the following
and shall be on 22" x 34" sheets:
Property Ownership
Curb Lines
Driveways
Medians (if applicable}
Sidewalks
Existing and proposed water and sanitary sewer mains.
c. Proposed roadway profile grades and elevations along each curb line;
elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve
information; and pertinent AASHTO calculations. Profiles for existing curbs
(if any) and existing ground at the left and right-of-way lines shall be shown.
Existing found property corners (e.g. Iron pins) , along the existing right-of-
way shall be shown on the plans. Profiles for existing and proposed storm
drain mains and leads shall be provided.
d. Existing utilities and utility easements will be shown on the roadway plan
EA2-4
Rev 5/18/04
and profile sheets. ENGINEER wiil coordinate with utility companies and
the City of Fort Worth to ascertain what, if any, future improvements are
planned that may impact the project.
e. Preliminary roadway cross-sections will be developed, from the survey
notes, at intervals not-to-exceed 50 foot along the project length and will
extend 10' past the right of way line on both sides of the street. Additional
cross-sections at important features including driveways, p.i.'s of
intersecting streets, (minimum distance of 100' along cross-street at each
P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline
of driveways will also be provided where necessary. Scale will be 1" = 10'
horizontal and 1" = 2' vertical.
f. Street and intersection layouts.
g. Proposed plan/profile sheets will conform to City of Fort Worth construction
legend. Adequate horizontal and vertical control shall be provided on the
plan sheets to locate all proposed and existing facilities. Legal descriptions
(Lot Nos., Block Nos., and Addition Names) along with property ownership
shall be provided on the plan view.
h. Furnish as a function of final plans, six (6) copies of the final cross-sections
on 22" x 34" sheets. Information on these sheets will include centerline
station, profile grades and centerline elevations, roadway section (existing
and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" _
2' vertical with cross sections plotted with stationing from the bottom of the
sheet, and will include laterals and inlets. CITY policy with regard to parking
design shall be maintained. Excavation and embankment volumes and end
area computations shall also be provided.
I. Right-of-Way Research— To be Performed by City
j. Right-of-way/Easement Preparation and Submittal— To be Performed
by City
k. Utility Clearance Phase
EA2-5
Rev 5/18/04
The ENGINEER will consuit with the City's Transportation and Pubici
Works Department, Water Department, Depar�ment 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 afl utility
companies, which have facilities within the limits of the project.
Preliminary Construction Plan Submittal
i. Preliminary construction plans and specifications shall be submitted
to CITY 60 days after approval of Part B, Paragraph iv.
ii. The ENGINEER shall deliver two (2) sets of preliminary
construction plans and two (2) specifications to CITY for review.
Generally, plan sheets shall be organized as follows:
Cover Sheet
General Layout and Legend Sheet
Drainage Area Map and Computations
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. Preliminary estimate 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
sotutions to be pursued.
m. 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.
EA2-6
Rev 5/18/04
n. Public Meeting
After the preliminary plans have been reviewed and approved by the City,
the ENGINEER shall prepare project exhibits, provide the CITY with ihe
database listing the names and addresses of all residents and business to
be affected by the proposed project, and attend public meeting to help
explain the proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 40 days after
approval of Part B, Paragraph 2(b).
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 finro (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
Administration
a. Bid Documents Submittal
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 provided
in electronic format.
EA2-7
Rev 5/18/04
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b. Bidding Assistance
The ENGINEER shali 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. 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
return four (4) copies of the bid tabulation, along with the contract
documents to the City within three (3) working days after bid
openings.
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.
EA2-8
Rev 5/18/04
ATTACHMENT "B"
COMPENSATION AND SCHEDULE
ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION,
WATER AND SANITARY SEWER REPLACEMENT
Street Reconstruction, Water and Sewer Replacement on Dennis Aven. (Burton Hill-
Roaring Springs), Fursman Aven. (Burton Hill-Roaring Springs) and Mattison Aven.
(Virginia-Washington)
I. Compensation
A. The Engineer shall be compensated a total lump sum fee of $114,012.00 as
summarized Exhibit "B-3". Payment of the total lump sum fee shall be considered full
compensation for the services described in Attachment "A" and Exhibit "A-1" and "A-2"
for all labor, materials, supplies and equipment necessary to compensate the project.
The Engineer shall be paid monthly as described in Exhibit "B-1 ", Section 1— Method
of Payment.
Each invoice is to be verified as to its accuracy and compliance with the terms of this
contract by an o�cer of the Engineer.
II. Schedule
Final Phase I Plans shall be submitted within 150 calendar days after the "Notice to
Proceed" letter is issued.
A. Conceptual Engineering Plans — 40 calendar days
B. Preliminary Engineering Plans and Contract Documents — 60 calendar days
C. Final Engineering Plans and Contract Documents — 40 calendar days
D. Final Plans and Contract Documents for Bid Advertisement —10 calendar days
B-1
�
�
EXHIBIT "B-1"
(SUPPLEMENT TO ATTACHMENT B)
ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION,
WATER AND SANITARY SEWER REPLACEMENT
Street Reconstruction, Water and Sewer Replacement on Dennis Aven. (Burton Hiil-
Roaring Springs), Fursman Aven. (Burton Hill-Roaring Springs) and Mattison Aven.
(Virginia-Washington)
Method of Payment
Partial payment shall be made to the Engineer monthly upon City's approval of an invoice
from the Engineer outlining the estimated current percent complete of the project.
The aggregate of such monthly partial fee payments shall not exceed the following:
Until satisfactory completion
submittal and approval by the
fee.
of Exhibits "A-1" and "A-2", Conceptual Engineering Plan
City, a sum not to exceed 30 percent of the total lump sum
Until satisfactory completion of Exhibits "A-1" and "A-2", Construction Plan submittal and
approval by the City, a sum not to exceed 60 percent of the total lump sum fee.
Until satisfactory completion of Exhibits "A-1" and "A-2", Final Construction Plan submittal
and approval by the City, a sum not to exceed 90 percent of the total lump sum fee.
The balance of fees, less previous payments, shall be payable after all of the pre-
construction meetings for the Project have been conducted.
Progress Reports
A. The Engineer shall submit to the designated representative of the Director of the
Department of Engineering monthly progress reports covering all phases of design by
the 15�'�' 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 $1,400,000 (as estimated in exhibit B-4) 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.
�
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EXHIBIT B-2
(SUPPLEMENTAL TO ATTACHMENT B)
a
Consultinq Firm
Prime
TranSystems
M NVBE
Sream Water Group
Arlington
Non- M / WBE
N/A
EXHIBIT "B-3A"
(Supplemental to Attachment B)
SUMMARY OF TOTAL PROJECT FEES
2004 CIP
Dennis, Fursman, and Mattison
Scope of Services Total Fee MIWBE Percent
Design Services $ 114,012.00 $ 25,000.00 $ 22
% of Total
Engineering $ 21,500.00 $ 19
Reproduction � 3,500.00 � 3
EXHIBIT "B-3B"
(SUPPLEMENT TO ATTACHMENT B)
PROFESSIONAL SERVICES FEE SUMMARY
Street Reconstruction, Water and Sewer Replacement on Dennis Aven. (Burton Hill-
Roaring Springs), Fursman Aven. (Burton Hill-Roaring Springs) and Mattison Aven.
(Virginia-Washington)
Part A— Conceptuaf Design and Part B— Plans & Specification
Transportation & Public Works: (Construction Cost X ASCE Curve "A" X 85%)
Paving & Drainage $928,175 X 7.7% X 85% _ $60,750
Water Department: (Construction Cost X ASCE Curve "A" X 85%)
Water Improvements $248,000 X 8.7% X 85% _ $18,352
Sanitary Sewer Improvements $215,000 X 8.7% X 85% _ $15,910
T&PW and Water: Basic Services Total
Additional Services:
Transportation & Public Works:
Erosion Control Plans & SW3P
Drainage Study
Meetings & Reports
Exhibits
Printing & Reproduction Subtotal
Administrative (10%) Fee on M/WBE Firms
Additional Services Subtotal
Water Department:
Erosion Control Plans & SW3P
Meetings & Reports
Exhibits
Printing & Reproduction Subtotal
Administrative (10%) Fee on M/WBE Firms
Additional Services Subtotal
T&PW and Water: Additional Services Total
_ $1,500
_ $4,000
_ $ 500
_ $ 500
_ $3,000
_ $1,500
_ $11,000
_ $1,500
_ $1,000
_ $1,500
_ $3,000
_ $1,000
_ $8,000
_ $ 19,000
$95,012
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SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE)
A. SUMMARY OF TOTAL FEE
Service Description Water Sewer Paving Total
Engineering Services $22,352 $19,910 $71,750 $114,012
Surveying Services By City By City By City By City
Total $22,352 $19,910 $71,750 $114,012
B. BREAKDOWN OF WATER SEWER AND PAVING FEES (LESS SURVEY FEES)
1. Total Water Fee (less survev fee) Breakdown bv Concept, Preliminarv and Final Desian
a. Concept (30%) _(Total Water Fee — Water Survey Fee) x 0.3) _$ 6,706
b. Preliminary (60%) _(Total Water Fee — Water Survey Fee) x(0.6) _$13,411
c. Final (10%) _(Total Water Fee — Water Survey Fee) x(0.1) _$ 2,235
2. Total Sewer Fee (less survev fee) Breakdown bv Concept, Preliminarv and Final Desiqn
a. Concept (30%) _(Total Sewer Fee — Sewer Survey Fee) x 0.3) _$ 5,973
b. Preliminary (60%) _(Total Sewer Fee — Sewer Survey Fee) x(0.6) _$11,946
c. Final (10°/o) _(Total Sewer Fee — Sewer Survey Fee) x(0.1) _$ 1,991
3. Total Pavinq Fee (less survev fee) Breakdown bv Concept, Preliminarv and Final Desiqn
a. Concept (30%) _(Total Paving Fee — Paving Survey Fee) x 0.3) _$21,525
b. Preliminary (60%) _(Total Paving Fee — Paving Survey Fee) x(0.6)= $43,050
c. Final (10%) _(Total Paving Fee — Paving Survey Fee) x(0.1) _$ 7,175
,�
EXHIBIT "B-3C"
(SUPPLEMENT TO ATTACHMENT B)
FEES FOR SURVEYING SERVICES
Street Reconstruction, Water and Sewer Repiacement on Dennis Aven. (Burton Hill-
Roaring Springs), Fursman Aven. (Burton Hill-Roaring Springs) and Mattison Aven.
(Virginia-Washington)
Surveying Services:
Paving
Water
Topographic Surveys By City
Topographic Surveys By City
Sanitary Sewer
Topographic Surveys By City
T&PW and Water Department: Total for Surveying Services By City
B-3C
EXHIBIT "B-3D"
(SUPPLEMENT TO ATTACHMENT B)
ADDITIONAL SERVICES
Street Reconstruction, Water and Sewer Replacement on Dennis Aven. (Burton Hill-
Roaring Springs), Fursman Aven. (Burton Hill-Roaring Springs) and Mattison Aven.
(Virginia-Washington}
Additional Services:
Transportation & Public Works and Water Department:
Mounted Exhibits
Attend Public Meetings (2)
Drainage Study
Reproduction
SWPPP
10% for Sub-Consultant
Total for Additional Services
Transportation & Public Works:
$
$
$
$
$
$
2,000.00
1,500.00
4,000.00
6,000.00
3,000.00
2,500.00
_ $ 19,000.00
Water Department (Water & Sanitary Sewer):
B-3 D
_ $10,750
_ $ 8,250
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EXHIBIT "B-3E"
(SUPPLEMENT TO ATTACHMENT B)
FEE FOR REPRODUCTtON SERVICES
Street Reconstruction, Water and Sewer Replacement on Dennis Aven. (Burton Hill-
Roaring Springs), Fursman Aven. (Burton Hill-Roaring Springs) and Mattison Aven.
(Virginia-Washington)
Printing & Reproduction:
Transportation & Public Works and Water Department:
Conceptual Design Report
4 sets of Report
Preliminary & Utility Clearance Plans
16 sets of Constr. Plans
2 Sefs of Specifications
Final Plans
5 Sets of Constr. Plans
5 Sets of Specifications
Bid Documents
50 Sets of Constr. Plans
50 Sets of Specifications
Mounted Exhibits for Public Meetings
1 Drawings
Final Mylars for Record Purposes
1 Set of Plans
$.10Pg X 45 Pg/Report X 4 =$ 18.00
$.72/Pg X 60 Sht/Plan X 16 =$ 691.20
$.10/image X 400 image/Spec X 2 =$ 80.00
$.72/Pg X 60 Sht/Plan X 5 =$ 216.00
$.10/image X 400 image/Spec X 5 =$ 200.00
$ .72/Pg X 60Sht/Plan X 50 = $2,160.00
$.10/image X 400 image/Spec X 50 =$2,000.00
$ 4/Pg X 24 Each
$ 9.00/Pg X 60 Sht/Plan X 1
Printing & Reproduction Subtotal
Transportation & Public Works:
Water Department (Water & Sanitary Sewer):
B-3E
_ $ 96.00
_ $ 540.00
_ $ 6001.20
_ $3000.00
_ $3000.00
T��/VSYSTEMS :°��=
PO/?AT/O/V �,��
C O N S U L T A N T S
July 3 0, 2004
Ms. Dena Johnson, P.E.
Deparhnent of Engineering
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102-6311
RE: 2004 CIP (Dennis, Fursman and Mattison)
Year One 2004 CIP Contract 11
Project No. 00024
Dear Ms. Johnson:
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 propose to complete the proposed work in accordance with the following fee schedule:
� Estimated Paving and Drainage Construction Costs $928,175
Basic Engineering Design Services:
(TSPE Curve A = 7.7%)
(0.077x0.85 = 6.55%) $ 60,750.00
� Estimated Water and Sewer Construction Costs
Basic Engineering Design Services:
TSPE Curve A = 8.7%)
�o.os�Xo.gs = �.4o°io>
Special Services
Mounted Exhibits
Attend Public Meetings (2)
Drainage Study
Reproduction
S WPPP
10% for Sub-Consultant
$ 34,262.00
1,500.00
2,000.00
4,000.00
6,000.00
3,000.00
2,500.00
$ 463,000
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Ms. Dena Johnson
July 30, 2004
Page 2
TOTAL Lump Sum Fee of $114,012.00**
** Fee does not include: drainage design, construction administration or ROW/Easement
preparation.
We will be using Stream Water Group for engineering and Arlington Blueline for reproductions
to ensure 22 % of the contract will be performed by an approved MBE.
If you have any questions or require additional information please give me a call.
Sincerely,
TranSvs�
R�1 Pena
Principal
�
Consultants
C; IDocuments and SettingslrpenalMy DocumentslMy DocumentslproposalslFort YYorthICIPIProposal letter.DOC
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EXHIBIT B-4
SUMMARY
CAPITAL IMPROVEMENTS PROJECTS
SUMMARY OF OPINION OF PROBABLE CONSTRUCTION COST
30-Ju1-04
A. Dennis (Burton Hill-Roaring Springs)
1 Paving $ 397,071.95
2 Water $ 108,438.00
3 Sewer � '
subtotal $ 505,509.95
B. Fursman {Burton Hiil-Roaring Springs)
1 Paving $ 369,766.65
2 Water $ 98,175.00
3 Sewer � '
subtotal $ 467,941.65
C. Mattison (Virginia-Washington)
1 Paving $ 161,337.00
2 Water $ 42,713.00
3 Sewer $ 212,928.38
subtotal $ 416,978.38
TOTAL ESTIMATED CONSTRUCTION COST $ 1,390,429.98
Total Paving $ 928,175.60
Total Water $ 249,326.00
Total Sewer $ 212,928.38
Subtotal Water and Sewer $ 462,254.38
Total $ 1,390,429.98
Page t
Dennis Avenue
FORT WORTH, TEXAS
"PRELIMINARY" OPINION OF PROBABLE COST
PROJECT N0. OD024
Prepared by: TranSystems Corporation Consullants
7130f2004
Dennis Ave 1950 Linear Feet
ROW WIDTH = FT., STREET WIDTH = 28 FT.
DOE N0.
Quantity Units Unit Price Total Price
WATER REPLACEMEN7
1 8" Water Line(Includes Removai)
2 Fittings
3 Fire Hydranl Assembly
4 Concrete Blocking (Type E)
5 B' Valves
6 6' Valves
7 12'x8' Tapping Tee
8 Class A Meler Box
9 1' Service
10 8' Jack & Bore water Line
11 Temporary Pavement Repair
12 Permanent Pavement Repair
13 Crushed Limestone
Sub-total
10% Cantingency
TOTAL WATER C05T5
SEWER REPLACEMENT
1 8' Sanitary Sewer( other then open cut)
2 8' Sanitary Sewer, Various Depths
3 Manhole (New)
4 4' Sewer Service
5 4' Service Line Replacemenl
6 Manhole Insert
6 Fence replacement
7 Pre TV Inspection
8 Post N Inspection
9 Trench Excavalion Protection (5' to 10')
Sub-tofal
10% Contingency
TOTAL SEWER COSTS
1950
3
3
5
3
2
2
61
61
0
195D
50
10
LF
TN
EA
CY
EA
EA
EA
EA
EA
LF
LF
LF
CY
LF
LF
EA
EA
LF
EA
LF
LF
LF
LF
22.00
3,000.00
1,50D.00
50.00
500.00
350.00
2,000.00
B0.00
250.00
�so.00
�.00
35.00
20.00
60.00
26.00
1,500.00
250.00
20.00
100.00
15.OD
3.00
125
2.00
$ 42,90D.00
$ 9,000.00
$ 4,500.00
$ 250.00
$ 1,500.00
$ 700.00
$ 4,000.00
$ 4,680.00
$ 15,250.00
$ -
$ 13,650.00
$ 1,750.00
$ 200.OD
$ 98,580.00
$ 9,858.00
$ 108,438.00
Since ENGINEER has no control over Ihe cost of labor, malerials, equipment or services fumished by others, or over the Contractor�s) methods
of detemtining prices, or over competitive bidding or marketcondNons, ENGINEER's opinions of probable Total projec[ Costr and Construc6on
Cost provided for herein are made on fhe basis of ENGINEER's e�erience and qualificailons and represe�t ENGINEER's bestjudgmenl as an
experienced and qualified professional engineer, farnifiar with ihe construction industry; but ENGINEER cannot and does not guarantee that
proposals, bids or actual Total Proj°ct or ConsWction Costs will not vary from opinions of probable cost prepared by ENGINEER. If prior lo
the Biddng or Nego6ating Phase OWNER wishes greater assurance lo the Construction Cost he shall employ an independent cosl estimator.
P;�202�96V80391ADM�dennis-fiusman-matlison-.XLS, 7/302004 EB5-2
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Dennis Avenue
FORT WORTH, TEXAS
"PRELIMINARY" OPINION OF PROBABLE COST
PROJECT N0.00024
Prepared by: TranSystems Corporation Consultanis
7/30i2D04
Dennis Ave 1950 LinearFeet
ROW WIDTH = FT., STREE7 WIDTH = 28 FT.
DOE N0.
Quantity Units Unit Price Total Price
PAVINGIMPROVEMENTS
1 Unciassified Excavation
2 7' Conc. Curb
3 6' Rein. Goncrete Pavement
4 6' Lime Stabilized Subgrade
5 Lime
6 Retaining wall
7 4' Sidewalk
8 6' Concrete Driveways
9 Sidewaik & Driveway Removal
10 Utility Adjustment
11 Vaive Adjustment
12 Water meter box adjusiment
13 Remove Conc. Curb & Gutter
14 Silcon Joint Sealer
15 10' Siorm Inlet
16 Storm Drain Lalerals
17 Remove inleis
18 Remove Storm Sewer
19 tandscape repair
20 Topsoil
21 Projeci Sign
Sub-totai
10% Contingency
TOTAL PAVING COSTS
5000
3900
6300
6720
707
0
17060
850
7650
1
5
61
3900
s�oo
0
0
0
0
1
500
2
CY
LF
SY
SY
TON
LF
SF
SY
SF
LS
EA
EA
LF
LF
EA
LF
EA
LF
LS
CY
EA
10.00
2.10
23.00
3.00
9D.OD
15.00
3.20
35.00
1.25
4,000.00
200.00
40.00
2.00
1.50
2,500.00
6D.00
500.00
15.00
4,000.00
9.00
200.00
$ 50,000.00
$ 8,190.00
$ 144,900.00
$ 20,160.00
$ 9,630.00
$ -
$ 54,592.00
$ 29,750.00
$ 9,562.50
$ 4,000.00
$ 1,0OO.OD
$ 2,440.00
$ 7,800.OD
$ 10,050.00
$ -
$ -
$ -
$ -
$ 4,000.00
$ 4,500.OD
$ 400.00
$ 360,974.50
$ 36,097.45
$ 397,071.95
Since ENGINEER haz no control overfhe costof labor, materiais, equipment a services fumished by others, or ovw ihe Contractor(s) methods
of defertnining prices, or overcompeti6ve bidding w market conditions, ENGINEER's opinions of proba6le Total project Costs and Construc6on
Cost provided fa herein are made on Ne basis of ENGINEER's experience and qual'ficaitons and represent EN6INEER's bestjudgment as an
experienced and qualified professional engineer, (amiliar with the conshuction industry; but EN�INEER cannot and does not guarantee ihat
proposals, bids or actual Total Project or ConsWction Cosk wiil not vary from opinions of probable cost prepared by ENGINEER. If prior to
ihe Biddng or Negotiating Phase OWNER wishes greater assurance to the Construc8on Costhe shall employ an independent cost es6mator.
P:1202V8V80391ADM1dennis-fiusman-mattison-.7�7.5, 7r302004 EBS-3
Fursman Avenue
FORT WORTH, TEXAS
"PRELIMINARY" OPINION OF PROBABLE COST
PROJECT NO.00D24
Prepared by: TranSystems Corporation Consultants
7/30/2004
Fursman Ave 1800 Linear Feet
ROW WIDTH = FT., STREET WIDTH = 28 FT.
DOE N0.
Quantity Units Unit Price Total Price
WATER REPLACEMENT
1 B' Water Line(Includes Removal)
2 Fittings
3 Fire Hydrant Assembly
4 Concrete Blocking (Type E)
5 8' Vaives
6 6' Valves
7 12'x8' Tapping Tee
8 Class A Meter Box
9 1' Service
10 8' Jack & Bore water Line
11 Temporary Pavement Repair
12 Permanent Pavement Repair
13 Crushed Limestone
Sub-total
10% Contingency
TOTAL WATER COSTS
SEWER REPLACEMENT
1 8' Sanitary 5ewer( other then open cut)
2 B' Sanitary Sewer, Various Depths
3 Manhole (New)
4 4° Sewer Service
5 4' Service Line Replacement
6 Manhole Insert
6 Fence replacement
7 Pre N Inspeciion
8 Post N Inspection
9 Trench Excavation Protection (5' io 10')
Sub-totai
10% Contingency
TOTAL SEWER COSTS
1800
2
3
5
3
2
z
55
55
1800
50
10
LF
TN
EA
CY
EA
EA
�
En
EA
LF
LF
LF
CY
LF
LF
EA
EA
LF
EA
LF
LF
LF
LF
22.00
3,000.00
1,50�.00
50.00
500.00
350.00
2,000.00
ao.00
250.00
150.00
7.00
35.00
20.00
60.00
28.00
1,500.00
250.00
20.00
10D.00
15.00
3.00
1.25
2.00
$ 39,600.00
$ 6,000.00
$ 4,500.00
$ 250.00
$ 1,500.00
$ 700.00
$ 4,000.00
$ 4,400.00
$ 13,750.00
$ -
$ 12,600.00
$ 1,750.00
$ 200.00
$ 89,250.00
$ 8,925.00
$ 98,175.00
Since ENGINEER has no control overthe costof labor, materiais, equipment or services fumished by olhers, or over the Contracror(s) methods
of determining prices, or overcompetitive bidding or maricetcondi�ons, ENGINEER's opinions of probable Total projectCosts and ConsWction
Cost provided for herein are made on the basis of ENGINEER's ezperience and quaificaitons and represent ENGINEER's bestjudgment as an
experienced and qualfied professional engineer, familiar with the construcdon (ndustry; but ENGINEER cannot and does not guarantee that
proposals, bids or actualTotal Projedor Construction Costs wid not vary from opinions otprobable costprepared by EN6INEER. If priw to
the Bidding or Negotiating Phase OWNER wishes greater assurance io the ConsWction Cosi he shail employ an independentcost estimator.
P:�20P98V8039�ADM4ieunis-fiusman•mattison-J�.S. 7l30/2004 EB$'`}
Fursman Avenue
FORT WORTH, TEXAS
"PRELIMINARY" OPINION OF PROBABLE COST
PROJECT N0. 00024
Prepared by: TranSystems Corporation Consultants
7f30/2004
Fursman Ave 1800 Linear Feet
ROW WIDTH = FT., STREET WIDTH = 28 FT.
DOE N0.
Quantity Units Unit Price Total Price
PAVING IMPROVEMENTS
1 Unclassified Excavation
2 7' Conc. Curb & Gutter
3 6" Rein. Concrete Pavement
4 6' Lime Stabilized Subgrade
5 Lime
6 Retaining wall
7 4' Sidewalk
8 6' Concrete Driveways
9 Sidewalk & Driveway Removal
10 Utility Adjustment
11 Valve Adjustment
12 Water meter box adjustment
13 Remove Conc. Curb & Gutler
14 Silcon Joint Sealer
15 10' Siorm Inlet
16 Storm Drain Laterals
17 Remove Inlets
18 Remove Storm Sewer
19 Landscape repair
20 Topsoil
21 Project Sign
Sub-total
10% Contingency
TOTAL PAVING COSTS
50D0 CY
3600 LF
5600 5Y
6200 SY
100 TON
0 LF
15720
750
6750
1
5
55
3600
6200
0
0
0
0
1
500
2
SF
SY
SF
LS
EA
EA
LF
LF
Ea
LF
EA
LF
LS
CY
EA
1 D.00
2.10
23.00
3.00
90.00
15.00
3.20
35.00
1.25
4,000.00
200.00
40.00
2.00
1.50
2,500.00
60.00
500.00
15.00
4,000.00
9.OD
200.OD
$ 50,000.00
$ 7,560.00
$ 133,400.00
$ 16,600.00
$ 9,000.00
$ -
$ 5D,304.00
$ 26,250.00
$ B,437.50
$ 4,000.0�
$ 1,000.00
$ 2,200.00
$ 7,200.00
$ 9,300.00
$ -
$ -
$ -
$ -
$ 4,0OO.OD
$ 4,500.00
$ 400.00
$ 336,151.50
$ 33,615.15
$ 369,766.65
Since ENGINEER has no control over �he cost of labw, materials, equipment or services fumished by oth=rs, or over ihe Contractor(s) methods
of de[ermining prices, or over competitive bidding or marketconditions, ENGINEER's opinions of probable Total project Costs and ConsWc6on
Cost provided For herein are made on the 6asis ot ENGINEER's experience and qualificaflons and represent ENGINEER's bestjudgment as an
experienced and qualfied professional engineer, farniliar wilh the consWc6on industry; but ENGINEER cannol and dces not guarantee thal
proposals, bids or aclual Total Project a ConsWction Costs will not vary 6om opinions of probable cost prepared by ENGINEER. If priw to
the Bidding w Negotiating Phase OWNER wishes grealer assurance tn ihe Construcfion Cost he shail employ an independent cosl estimator.
P:�202V8\98039�ADM�dennis-fucsman-mattison-.XLS, 7/302004 EBS-5
:'�1�1 �..� �s_:,L �,�.1y:,.-_�, n �i
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_"'"'_"— .____ .__l
Mattison Avenue
FORT WORTH, TEXAS
"PRELIMINARY" OPINION OF PROBABLE COST
PROJECT N0. 00024
Prepared by: TranSystems Corporation Consultants
7I30/2004
Mattison Ave 750 Linear Feet
ROW WIDTH = FT., STREET WIDTH = 28 Ff.
DOE N0.
Quantity Units Unit Price Total Price
WATER REPLACEMENT
1 8" Water Line(Inciudes Removal)
2 Fittings
3 Fire Hydrant Assembly
4 Conaete Blocking (Type E)
5 8° Valves
6 6" Valves
7 Class A Meter Box
8 1" Service
9 8" Jack 8� Bore water Line
10 Temporary Pavement
11 Crushed Limestone
Sub-total
10% Contingency
TOTAL WATER COSTS
SEWER REPLACEMENT IL-1983, L-958, L•959)
1 8° Sanitary Sewer( other then open cut)
2 8' Sanitary Sewer, Various Depths
3 Manhole (New)
4 4° Sewer Senrice
5 4" Service Line Replacement
6 Manhole Insert
7 Pre N Inspection
8 Post N Inspection
9 Extra Depth Manhole
10 Fence Replacement
11 Trench Excava6on Protection (5' to 10')
Sub-total
10% Contingency
TOTAL SEWER COSTS
750
2
2
3
2
2
26
26
0
400
5
1353
1300
8
104
400
8
1300
1353
15
1300
1300
LF
TN
EA
CY
EA
EA
EA
EA
LF
LF
GY
LF
LF
EA
EA
LF
EA
LF
LF
LF
LF
LF
22.00
3,000.00
1,500.00
50.00
500.00
350.00
80.00
250.00
150.00
7.00
20.00
60.00
28.00
1,500.00
250.00
20.00
100.00
3.00
1.25
100.00
15.00
2.00
$ 16,500.00
$ 6,000.00
$ 3,000.0�
$ 150.00
$ 1,000.00
$ 700.00
$ 2,080.00
$ 6,500.00
$ -
$ 2,800.00
$ . 100.0�
$ 38,830.00
$ 3,883.00
� 42,713.00
$ 81,180.00
$ 36,400.00
$ 12,000.00
� 2s,000.00
$ 8,000.00
$ 800.00
$ 3,900.00
$ 1,691.25
$ 1,500.00
$ 19,500.00
$ 2,600.00
$ 193,571.25
$ 19,357.13
� 212,928.36
Since ENGINEER has no control over the cosl of labor, materials, equipment or services fumished by others, or over fhe Contractor(s) methods
of determining prices, or over competitive biddirg or market condiGons, ENGINEER's opinions of probable Totai project Cosfs and ConsWction
Cost provided for herein are made on the basis of ENGINEER's experience and qualificaitons and represent ENGINEER's bestjudgment as an
experienced and qualified professional engineer, familiarwith the consUuction industry; but ENGINEER cannot and does not guarantee fhat
proposals, bids or actual Total Project or Construc6on Costs wili notvary Bom opinions of probable cost prepared by ENGINEER. If prior to
ihe Bidding or Negofiating Phase OVJNER wishes greater assurance to the ConsWcfion Cost he shall employ an independent cost estimator.
P:�202�98U8039V+DMldennis-fiusman-mattison-.XLS, 7/30f2004 EBS-6
Mattison Avenue
FORT WORTH, TEXAS
"PRELIMINARY" OPINION OF PROBABLE COST
PROJECT N0.00024
Prepared by. TranSystems Corporation Consultants
7/30I2004
Mattison Ave 750 Linear Feet
ROW WIDTH = FT., STREET WIDTH = 28 FT.
DOE N0.
Quantity Units Unit Price Total Price
PAVINGIMPROVEMENTS
1 Unclassified Excavation
2 7" Conc. Curb
3 6" Rein. Concrete Pavement
4 6' Lime Stabilized Subgrade
5 Lime
6 Retaining wall
7 4' Sidewalk
8 6' Concrete Driveways
9 Sidewalk & Driveway Removal
10 Utility Adjustment
11 Valve Adjustment
12 Water meter box adjustment
13 Remove Conc. Curb & Gutter
14 Silcon Joint Sealer
15 10' Storm Inlet
16 Storm Drain Laterals
17 Remove Inlets
18 Remove Storm 5ewer
19 Landscape repair
20 Topsoil
21 Project Sign
Su6-total
10% Contingency
TOTAL PAVING COSTS
300
1500
2420
2600
48
70
6000
360
9000
1
4
26
1500
2600
2
80
2
80
1
30�
2
CY
LF
SY
SY
TON
LF
SF
SY
SF
LS
EA
EA
LF
LF
EA
LF
EA
LF
LS
CY
EA
10.00
2.10
23.00
3.00
90.00
15.00
3.0�
35.00
1.25
2,000.00
200.00
40.00
2.00
1.50
2,500,00
60.00
500.00
15.00
4,000.00
9.00
200.00
$ 3,000.00
$ 3,150.00
$ 55,660.00
$ 7,800.00
$ 4,320.00
$ 1,050.00
$ 18,000.00
� �2,soo.00
$ 11,250.00
$ 2,000.00
$ 800.00
$ 1,040.00
$ 3,000.00
$ 3,900.00
$ 5,000.00
$ 4,800.00
$ 1,000.00
$ 1,200.00
$ 4,000.00
$ 2,700.00
$ 400.00
$ 146,670.00
$ 14,667.00
$ 161,337.00
Since ENGINEER has no control over the cost of labor, materials, equipment or services fumished by others, or over the Contractor(s) methods
oi determining prices, or over competitive bidding or market condifions, ENGINEER's opinions o( probable Total project CosLs and ConsWction
Cost provided for herein are made on the basis of ENGINEER's experience and qualificailons and represent ENGINEER's bestjudgment as an
experienced and qualified professional engineer, familiarwffh ihe consWction indus6y; but ENGINEER cannot and does not guarantee fhat
proposals, bids or actuai Tofal Project or ConsWctlon Costs will not vary from opinions ot probable cosl prepared by ENGINEER. If prior to
the Bidding or Negotiating Phase OWNER wishes greater assurance to ihe Construction Cost he shail employ an independent cost estimator.
P:�202�98�98039�ADM�dennis-fii�sman-mattison.XlS, 7!l02004 EB$-7
ATTACHMENT "C"
ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION,
WATER AND SANITARY SEWER REPLACEMENT
Street Reconstruction, Water and Sewer Replacement on Dennis Aven. (Burton Hill-
Roaring Springs), Fursman Aven. (Burton Hill-Roaring Springs) and Mattison Aven.
(Virginia-Washington)
ADMENDMENTS TO ARTICLES IV, V, AND VI AND ATTACHMENT "A"
Article IV.K.(2)(i):
Endorsements are noted on the Certificate of Insurance provided to the City for
this project.
Article IV.K.(2) (I):
Business automobile insurance is written on an accident basis.
Article VI.L., line 4:
Remove the following: "or may be enacted later"
Attachment A, Item 26:
Delete this item, the Engineer will not prepare "record drawings" for this project.
,
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PROJECT NO. 00024
STREET RECONSTRUCTION WATER AND SWERE REPLACEMENT ON DENNIS AVEN. (BURTON HILL-
ROARING SPRINGS), FURSMAN AVEN. (BURTON HILL-ROARING SPRINGS), AND MATTISON AVEN.
(VIRGINIA-WASHINGTON)
CITY OF FORT WORTH
ATTACHMENT E-1
STREET RECONSTRUCTION AND WATER REPLACEMENT ON
DENNIS AVE (ROARING SPRINGS RD TO BURTON RD)
AND FURSMAN AVE (ROARING SPRINGS RD TO BURTON RD)
& STREET RECONSTRUCTION, WATER AND SANITARY SEWER
REPLACEMENT ON MATTISON AVE (WASHINGTON TERR TO VIRGINIA PL)
FORT WORTH
T ANS'f�STL�MS .
CGY2P0!?A770N�i�+� ,
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City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 10/19/2004
DATE: Tuesday, October 19, 2004
LOG NAME: 30CIPDENNIS REFERENCE NO.: �`*C-20342
SUBJECT:
Engineering Agreement with TranSystems Corporation Consultants for Pavement Reconstruction
and Water and Sanitary Sewer Main Replacement on Portions of Dennis Avenue, Fursman Avenue
and Mattison Avenue
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering agreement
with TranSystems Corporation Consultants in the amount of $114,012 for pavement reconstruction and
water and sewer main replacement on Dennis Avenue (Burton Hill Road to Roaring Springs Road),
Fursman Avenue (Burton Hill Road to Roaring Springs Road) and Mattison Avenue (Virginia Place to
Washington Terrace).
DISCUSSION:
The 2004 Capital Improvement Program (CIP) includes funding for pavement reconstruction of Dennis
Avenue (Burton Hill Road to Roaring Springs Road), Fursman Avenue (Burton Hill Road to Roaring Springs
Road) and Mattison Avenue (Virginia Place to Washington Terrace).
This project consists of the preparation of plans and specifications for pavement reconstruction and water
and sanitary sewer main replacement on the above identified streets.
TranSystems Corporation Consultants proposes to perform the necessary design work for a lump sum fee
of $114,012. City Staff considers this fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount, $55,475 (water: $17,600; sewer: $9,948; and streets: $27,927) is
required for project management by the Engineering Department.
TranSystems Corporation Consultants is in compliance with the City's M/WBE Ordinance by committing to
22% M/VVBE participation. The City's goal on the project is 22%.
This project is located in COUNCIL DISTRICT 7, Mapsco 74D and 75D.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the
Water and Sewer Capital Projects Funds and the Street Improvements Fund.
TO Fund/Account/Centers
Logname: 30CIPDENNIS
FROM Fund/AccountlCenters
P264 531200 607170002431
P264 531200 607170002432
6 706.00
$13,411.00
Page 1 of 2
P264 531200 607170002433
P274 531200 707170002431
P274 531200 707170002432
P274 531200 707170002433
C200 531200 207400002431
C200 531200 207400002432
C200 531200 204000002433
Submitted for C� Manager's Office by: Marc Ott (8476)
Oriqinatina De�artment Head: A. Douglas Rademaker (6157)
Additional Information Contact: A. Douglas Rademaker (6157)
Logname: 30CIPDENNIS
2 235.00
5 973.00
$11,946.00
$1.991.00
$21.525.00
$43,050.00
7 175.00
Page 2 of 2