HomeMy WebLinkAbout024773 - Construction-Related - Contract - TranSystems Corporation�
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CITY SECRETARY � >► � n �
C0NTRACT NO . 1� `�` � � �''
CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITY"), and TranSystems
Corporation (the "ENGINEER"), for a PROJECT generally described as: Sanitary Sewer Main
195AR Drainage Area Rehabilitation and Sewer Improvements (Group 7, Contract 4), Part 2.
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article li
Compensation
A. The ENGINEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
(1) The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
(2) Monthly invoices will be
under this AGREEMENT
receipt.
issued by the ENGINEER for all work performed
. Invoices are due and payable within 30 days of
(3) Upon completion of services enumerated in Article I, the final payment of
any balance will be due within 30 days of receipt of the final invoice.
(4) In the event of a disputed or contested billing, only that portion so
contested will be withheld from payment, and the undisputed portion will be
paid. The CITY will exercise reasonableness in contesting any bill or
portion thereof. No interest will accrue on any contested portion of the
billing until mutually resolved.
(5) If the CITY fails to make payment in full to ENGINEER for billings contested
in good faith within 60 days of the amount due, the ENGINEER may, after
giving seven (7) days' written notice to CITY, suspend services under this
AGREEMENT until paid in full, including interest. In the event of
suspension of services, the ENGINEER shall have no liability to CITY for
delays or damages caused the CITY because of such suspension of
services.
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Article IV
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
A. General
The ENGINEER will serve as the CITY's professional engineering representative
under this Agreement, providing professional engineering consultation and advice
and furnishing customary services incidental thereto.
B. Standard of Care
The standard of care applicable to the ENGINEER's services will be the degree of
skill and diligence normally employed in the State of Texas by professional
engineers or consultants performing the same or similar services at the time such
services are performed.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering work
to be performed hereunder. The ENGINEER shall also advise the CITY
concerning the results of same. Such surveys, tests, and investigations
shall be 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 ENGINEER shall not be liable for the use of
such drawings for any project other than the PROJECT described herein.
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E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction
site, whether as on-site representatives or otherwise, do not make the
ENGINEER or its personnel in any way responsible for those duties that
belong to the CITY and/or the CITY's construction contractors or other
entities, and do not �elieve the construction contractors or any other entity
of their obligations, duties, and responsibilities, including, but not limited to,
all construction methods, means, techniques, sequences, and procedures
necessary for coordinating and completing all portions of the construction
work in accordance with the Contract Documents and any health or safety
precautions required by such construction work. The ENGINEER and its
personnel have no authority to exercise any control over any construction
contractor or other entity or their employees in connection with their work or
any health or safety precautions.
(2) Except to the e�ent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the
progress or quality of the completed work on the PROJECT or to
determine, in general, if the work on the PROJECT is being performed in a
manner indicating that the PROJECT, when completed, will be in
accordance with the Contract Documents, nor shall anything in the
Contract Documents or the agreement between CITY and ENGINEER be
construed as requiring ENGINEER to make exhaustive or continuous on-
site inspections to discover latent defects in the work or otherwise check
the quality or quantity of the work on the PROJECT. If, for any reason, the
ENGINEER should make an on-site observation(s), on the basis of such
on-site observations, if any, the ENGINEER shall endeavor to keep the
CITY informed of any deviation from the Contract Documents coming to the
actual notice of ENGINEER regarding the PROJECT.
(3) When professional certification of performance or characteristics of
materials, systems or equipment is reasonably required to perForm the
services set forth in the Scope of Services, the ENGINEER shall be entitled
to rely upon such ce�tification to establish materials, systems or equipment
and performance criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance with
Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no
control over cost or price of labor and materials; unknown or latent
conditions of existing equipment or structures that may affect operation or
maintenance costs; competitive bidding procedures and market conditions;
time or qualify of performance by third parties; quality, type, management,
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or direction of operating personnel; and other economic and operational
factors that may materially affect the ultimate PROJECT cost or schedule.
G.
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J.
Therefore, the ENGINEER makes no warranty that the
PROJECT costs, financial aspects, economic feasibility, o
not vary from the ENGINEER's opinions, analyses,
estimates.
Construction Progress Payments
CITY's actual
r schedules will
projections, or
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations have
been made by the ENGINEER to ascertain that the construction contractor has
completed the work in exact accordance with the Contract Documents; that the
final work will be acceptable in all respects; that the ENGINEER has made an
examination to ascertain how or for what purpose the construction contractor has
used the moneys paid; that title to any of the work, materials, or equipment has
passed to the CITY free and clear of liens, claims, security interests, or
encumbrances; or that there are not other matters at issue between the CITY and
the construction contractor that affect the amount that should be paid.
Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of information
compiled and furnished by others, and may not always represent the exact
location, type of various components, or exact manner in which the PROJECT was
finally constructed. The ENGINEER is not responsible for any errors or omissions
in the information from others that is incorporated into the record drawings.
Minority and Woman Business Enterprise (MNVBE) participation
In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance
13471, the City has goals for the participation of minority business enterprises and
woman business enterprises in City contracts. Engineer acknowledges the M/WBE
goal established for this contract and its commitment to meet that goal. Any
misrepresentation of facts (other than a negligent misrepresentation) an�/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.
Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of three (3)
years after final payment under this contract, have access to and the right
to examine and photocopy any directly pertinent books, documents, papers
and records of the ENGINEER involving transactions relating to this
contract. ENGINEER agrees that the CITY shall have access during
normal working hours to all necessary ENGINEER facilities and shall be
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in compliance with the provisions of this section. The CITY shall give
ENGINEER reasonable advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the
CITY shall, until the expiration of three (3) years after final payment under
the subcont�act, have access to and the right to examine and photocopy
any directly pe�tinent 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
subconsultant reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photo copy such documents as
may be requested by the CITY. The CITY agrees to reimburse
ENGINEER for the cost of copies at the rate published in the Texas
Administ�ative Code in effect as of the time copying is performed.
K. ENGINEER's Insurance
(1) Insurance coverage and limits:
ENGINEER shall provide to the City certificate(s) of insurance documenting
policies of the following coverage at minimum limits which are to be in effect prior
to commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$1,000,000 aggregate
Automobile Liability
$1,000,000 each accident (or reasonably equivalent limits of coverage if written on
a split limits basis). Coverage shall be on any vehicle used in the course of the
PROJECT.
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
(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.
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(a) Applicable policies shall be endorsed to name the CITY an
Additional Insured thereon, as its interests may appear. The term
CITY shall include its employees, officers, officials, agents, and
volunteers as respects the contracted services.
(b) Certificate(s) of insurance shall document that insurance coverages
specified according to items section K.(1) and K.(2) of this
agreement are provided under applicable policies documented
thereon.
(c) Any failure on part of the CITY to request required insurance
documentation shall not constitute a waiver of the insurance
requirements.
(d) A minimum of thi�ty (30) days notice of cancellation, non-renswal 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.
(fj Deductible limits, or self insured retentions, affecting insurance
required herein may be acceptable to the CITY at its sole discretion;
and, in lieu of traditional insurance, any alternative coverage
maintained through insurance pools or risk retention groups must
be also approved. Dedicated financial resources or lette�s 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 th2 PROJECT.
(h) The City shall be entitled, upon its request and without incurring
expense, to review the ENGINEER's insurance policies including
endorsements thereto and, at the CITY's discretion, the ENGINEER
may be required to provide proof of insurance premium payments.
(I) The Commercial General Liability insurance policy shall have no
exclusions by endorsements unless such are approved by the
CITY.
(j) The Professional Liability insurance policy, if written on a claims
made basis shall be maintained by the ENGINEER for a minimum
� two (2) year period subsequent to the term of the respective
PROJECT contract with the CITY unless such coverage is provided
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the ENGINEER on an occurrence basis.
(k) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement. It is understood
that insurance cost is an allowable component of ENGINEER's
overhead.
(I) All insurance required in section K., except for the Professional
Liability insurance policy, shall be written on an occurrence basis in
order to be approved by the CITY.
(m) Subconsultants to the ENGINEER shall be required by the
ENGINEER to maintain the same or reasonably equivalent
insurance coverage as required for the ENGINEER. When
insurance coverage is maintained by subconsultants, ENGINEER
shall provide CITY with documentation thereof on a certificate of
insurance. Notwithstanding anything to the contrary contained
herein, in the event a subconsultanYs insurance coverage is
canceled or terminated, such cancellation or termination shall not
constitute a breach by ENGINEER of the Agreement.
L. Independent Consultant
The ENGINEER agrees to perform all services as an indepencient consultant and
not as a subcontractor, agent, or employee of the CITY.
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in
writing of any existing conflicts of interest or potential conflicts of rnterest, including
personal financial interest, direct or indirect, in property abutting the proposed
PROJECT and business relationships with abutting property cities. The
ENGINEER further acknowledges that it will make disclosure in writing of any
conflicts of interest which develop subsequent to the signing of this contract and
prior to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions of
the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the ENGINEER
will, if requested, assist the CITY in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
O. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the ENGINEER
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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. Howeve�, if design changes are required due to the changes in the
permitting authorities' published design criteria and/or practice standards criteria
which are published after the date of this Agreement which the ENGINEER could
not have been reasonably aware of, the ENGINEER shall notify the CITY of such
changes and an adjustment in compensation wsll be made through an amendment
to this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
A. City-Furnished Data
The CITY will make available to the ENGINEER all technical data in the CITY's
possession relating to the ENGINEER's services on the PROJECT. The
ENGINEER may refy upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for the
ENGINEER's performance of its services and will provide labor and safety
equipment as required by the ENGINEER for such access. The CITY will perform,
at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection with the
ENGINEER's services. The CITY will be responsible for all acts of the CITY's
personnel.
C. Advertisements, PeRnits, 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 seniices or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and other
consultants as the CITY deems appropriate; and render in writing decisions
required by the CITY in a timely manner in accordance with the project schedule in
Attachment D.
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E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or timing of
the ENGINEER's services or of any defect in the work of the ENGINEER or
construction contractors.
F. Asbestos or Hazardous Substances and Indemnification
(1) To the maximum extent permitted by law, the CITY will indemnify and
release ENGINEER and its officers, employees, and subcontractors from
all claims, damages, losses, and costs, including, but not limited to,
attorney's fees and litigation expenses arising out of or relating to the
presence, discharge, release, or escape of hazardous substances,
contaminants, or asbestos on or from the PROJECT. Nothing contained
herein shall be construed to require the CITY to levy, assess or collect any
tax to fund this indemnification.
(2) The indemnification and release required above shall not apply in the event
the discharge, release or escape of hazardous substances, contaminants,
or asbestos is a result of ENGINEER'S negligence or if such hazardous
substance, contaminant or asbestos is brought onto the PROJECT by
ENGINEER.
G. Contractor Indemnification and Claims
The CITY agrees to include in all construction contracts the provisions of Article
IV.E. regarding the ENGINEER's Personnef at Construction Site, and provisions
providing contractor indemnification of the CITY and the ENGINEER for
contractor's negligence.
H. Contractor Claims and Third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their su�eties, shall maintain no
direct action against the ENGINEER, its officers, employees, and
subcontractors, for any claim arising out of, in connection with, or
resulting from the engineering services performed. Only the CITY
will be the beneficiary of any undertaking by the ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the
CITY and the ENGINEER and there are no third-party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity
or person regarding the PROJECT a provision that such entity or person
shall have no third-party beneficiary rights under this Agreement.
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(4) Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. CIT1('s Insurance
(1) The CITY may maintain property insurance on certain pre-existing
structures associated with the PROJECT.
(2) The CITY will ensure that Builders Risk/Installation insurance is maintained
at the replacement cost value of the PROJECT. The CITY may provide
ENGINEER a copy of the policy or documentation of such on a certificate
of insurance.
(3) The CITY will specify that the Builders Risk/Installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
J. Litigation Assistance
The Scope of Services does not include costs of the ENGINEER for required or
requested assistance to support, prepare, document, bring, defend, or assist in
litigation undertaken or defended by the CITY. In the event CITY requests such
services of the ENGINEER, this AGREEMENT shall be amended or a separate
agreement will be negotiated between the parties.
K. Changes
The CITY may make or approve changes within the general Scope of Services in
this AGREEMENT. If such changes affect the ENGINEER's cost of or time
required for performance of the services, an equitable adjustment will be made
through an amendment to this AGREEMENT with appropriate CITY approval.
Article VI
General Legal Provisions
Amendments to Article VI, if any, are included in Attachment C.
A. Authorization to Proceed
ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of
a written Notice to Proceed from the CITY.
B. Reuse of Project Documents
All designs, drawings, specifications, documents, and other work products of the
ENGINEER, whether in hard copy or in electronic form, are instruments of service
for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or
alteration by the CITY or by others acting through or on behalf of the CITY of any
� such instruments of service without the written permission of the ENGINEER will
be at the CITY's sole risk. The final designs, drawings, specifications and
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documents shall be owned by the CITY.
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D.
E.
Force Majeure
The ENGINEER
by acts of God,
the ENGINEER.
Termination
is not responsible for damages or delay in performance caused
trikes, lockouts, accidents, or other events beyond the control of
(1) This AGREEMENT may be terminated only by the City for convenience on
30 days' written notice. This AGREEMENT may be terminated by either the
CITY or the ENGINEER for cause if either pa�ty fails substantially to
perform through no fault of the other and does not commence correction of
such nonperformance with five (5) days of written notice and diligently
complete the correction thereafter.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a) Cost of reproduction of partial or complete studies, plans,
specifications or other forms of ENGINEER'S 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 an w�iting p�ior to proceeding with termination
services.
Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for the
convenience of the CITY. In the event of such suspension, delay, or interruption,
an equitable adjustment in the PROJECTs schedule, commitment and cost of the
ENGINEER's personnel and subcontractors, and ENGINEER's compensation will
be made.
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F. Indemnification
(1) The ENGINEER agrees to indemnify and defend the CITY from any loss,
cost, or expense claimed by third parties for property damage and bodily
injury, including death, caused solely by the negligence or willful
misconduct of the ENGINEER, its employees, officers, and subcontractors
in connection with the PROJECT.
(2) If the negligence or willful misconduct of both the ENGINEER and the CITY
(or a person identified above for whom each is liable) is a cause of such
damage or injury, the loss, cost, or expense shall be shared between the
ENGINEER and the CITY in proportion to their relative degrees of
negligence or willful misconduct as determined pursuant to T.C.P. & R.
Code, section 33.011(4) (Vernon Supplement 1996).
G. Assignment
Neither party will assign all or any pa�t of this AGREEMENT without the prior
written consent of the other party.
H. Interpretation
Limitations on liability and indemnities in this AGREEMENT are business
understandings between the parties and shall apply to all the different theories of
recovery, including breach of contract or warranty, tort including negligence, strict
or statutory liability, or any other cause of action, except for willful misconduct or
gross negligence for limitations of liability and sole negligence for indemnification.
Parties means the CITY and the ENGINEER, and their office�s, employees,
agents, and subcontractors.
I. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT, its
interpretation and performance, and any other claims related to it. The venue for
any litigation related to this AGREEMENT shall be Tarrant County, Texas.
J. Alternate Dispute Resolution
(1) All claims, disputes, and other matters in question between the CITY and
ENGINEER arising out of, or in connection with this Agreement or the
PROJECT, or any breach of any obligation or duty of CITY or ENGINEER
hereunder, will be submitted to mediation. If inediation is unsuccessful, the
claim, dispute or other matter in question shall be submitted to arbitration if
both pa�ties 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 A�bitration Association or other applicable n.iles of
the Association then in effect. Any award rendered by the arbitrators less
�' �, than $50,000, exclusive of attorney's fees, costs and expenses, will be
final, judgment may be entered thereon in any court having jurisdiction, and
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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.
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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
ATTEST:
/
�f n . � `�-�----
Gloria Pearson
City Secretary
APPROVED AS TO FORM
AND LEGALITY
Assistant�ity Attorney
MAIN 195PT2
CITY OF FORT WORTH
.
By:
Mike Gra+�mer
Assistant City Manager
APPROVED
���� �� ����—
A. Douglas Rademaker, P.E. "�
Di�ector, Engineering Department
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TRANSYSTEMS CORPORATION
ENGINEER
�,�: �` . �'� _� :
s�p C. Master�c�n, P.E.
Associate
� - / % 3S.�
Contract Authorization
� -� c� �
Date
F
ATTACHMENT "A''
General Scoqe of Services
"Scope of Services set forth herein can only be modified by additions, clarifications, and/or
deletions set forth in the supplemental Scope of Services. In cases of conflict between the
Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of
Servrces shall have precedence over the General Scope of Services. "
GENERAL
1) Preliminary Conference with City
The Engineer shall attend preliminary conferences with authorized representatives of the
City regarding the scope of project so that the plans and specifications which are to be
developed hereunder by the Engineer will result in providing facilities which are
economical in design and conform to the City's requirements and budgetary constraints.
2) Coordination with Outside Agencies/Public Entities
The Engineer shall coordinate with officials of other outside agencies as may be
necessary for the design of the proposed street, and storm drain and/or water and
wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure
necessary information from such outside agencies, to meet their requirements.
3) Geotechnicallnvestigations
The Engineer shall advise the City of test borings, and other subsurface investigations that
may be needed. In the event it is determined necessary to make borings or excavate test
holes or pits, the Engineer shall in coordination with the City and the City's geotechnical
engineering consultant, draw up specifications for such testing program. The cost of the
borings or excavations shall be paid for by the City.
4) Agreements and Permits
The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain
any and all agreements and/or permits normally required for a project of this size and type.
The Engineer will be responsible for negotiating and coordinating to obtain approval of the
agency issuing the agreement and/or permits and will make any revisions necessary to
bring the plans into compliance with the requirements of said agency, including but not
limited to highways, railroads, water authorities, Corps of Engineers and other utilities.
5) Design Changes Relating to Permitting Authorities
If permitting authorities require design changes, the Engineer shall revise the plans and
specifications as required at the Engineers own cost and expense, unless such changes
are required due to changes in the design of the facilities made by the permitting authority.
If such changes are required, the Engineer shall notify the City and an amendment to the
contract shall be made if the Engineer incurs additional cost. If there a�e unavoidable
-1-
delays, a mutually agreeable and reasonable time extension shall be negotiated.
6) Plan Submittal
Copies of the original plans shall be provided on reproducible mylar or approved plastic
film sheets, or as otherwise approved by the Department of Engineering and shall become
the property of the City. City may use such drawings in any manner it desires; provided,
however that the Engineer shall not be liable for the use of such drawings for any project
other than the project described herein; and further provided, that the Engineer shall not
be liable for the consequences of any changes that are made to the drawings or changes
that are made in the implementation of the drawings without the written approval of the
Engineer.
PHASE 1
7) Right-of-Way, Easement and Land Acquisition Needs
The Engineer shall determine the rights-of-way, easement needs for the construction of
the project. Engineer shall determine ownership of such land and furnish the City with the
necessary right-of-way sketches, prepare necessary easement descriptions for acquiring
the rights-of-way and/or easements for the construction of this project. Sketches and
easement descriptions are to be presented in form suitable for direct use by the
Department of Engineering in obtaining rights-of-way, easements, permits and licensing
agreements. All materials shall be furnished on the appropriate City forms in a minimum of
four (4) copies each.
8) Design Survey
The Engineer shall provide necessary field survey for use in the preparation of Plans and
Specifications. The Engineer shall furnish the City certified copies of the field data.
9) Utility Coordination
The Engineer shall coordinate with all utilities, including utilities owned by the City, as to
any proposed utility liens or adjustment to existing utility lines within the project limits. The
information obtained shall be shown on the conceptual plans. The Engineer shall show on
the preliminary and final plans the location of the proposed utility lines, existing utility lines,
based on the information provided by the utility, and any adjustments and/or relocation of
the existing lines within the project limits. The Engineer shall also evaluate the phasing of
the water, wastewater, street and drainage work, and shall submit such evaluation in
writing to the City as part of this phase of the project.
.\
-2-
10) Conceptual Plans
The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans which
include layouts, preliminary right-of-way needs and preliminary estimates of probable
construction costs for the Engineers 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-sectsons, 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 constn.iction 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 Specifcation Approval
The Engineer shall fumish an original cover mylar for the signatures of authorized City
officials. The Contract Documents shall comply with applicable local, state and federal
laws and with applicable rules and regulations promulgated by local, state and national
boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3
plans from the City's project manager before proceeding with Phase 4.
-3-
PHASE 4
16) Final Approved Construction Plans
The Engineer shall furnish 45 bound copies of Phase 4 final approved construction plans
and contract specifications. The approved plans and contract specifications shall be used
as authorized by the City for use in obtaining bids, awarding contracts, and constructing
the project.
17) Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the
bidding documents, and assist the owner in determining the qualifications and acceptability
of prospective constructors, subcontractors, and suppliers. When substitution prior to the
award of contracts is allowed by the bidding documents, the Engineer will advise the
owner as to the acceptability of alternate materials and equipment proposed by the
prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received for the
construction of the project and shalf 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.
�
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 confr-actor.
-5-
�
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
Main 195AR Drainage Area
Sanitary Sewer System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2, Project No. PS46-070460410320
PHASE 1- DESIGN SERVICES: SEWER PIPELINE REHABILITATION
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes replacement of approximately 6267 feet of small-
diameter sanitary sewers (lateral designation) and partial rehabilitation (point repairs) in Basin
Main 195AR. Upon receipt of Notice to Proceed, the ENGINEER will perform the following tasks:
PART A — PRE-ENGINEERING
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. For purposes of establishing a level of comfort, two (2) meetings are
anticipated. These include the following:
One (1) pre-design kick-off meeting, (including the CITY's Department of
Engineering and other departments that are impacted by the project).
One (1) review meeting at completion of the City's review of the conceptual
engineering plans.
b. Research of Rehab History
The ENGINEER will conduct a cursory review of completed sanitary sewer
replacement and rehabilitation work in the M 195AR Area. This will include
discussions with various CITY departments, and coordination with local
consultants engaged in past and current sanitary sewer improvement projects.
P:\199\00282�pm\09_Exhibit A-1.doc
EA1-1
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Interviews will also be conducted with staff in the Field Operations Division. The
research data will be compiled and mapped to avoid potential duplication of work
proposed under this contract.
c. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
including utilities owned by the City, TxDOT and railroads. These entities shall also
be contacted if applicable, to determine plans for any proposed facilities or
adjustment to existing facilities within the project limits. The information obtained
shall be shown on the concept plans. The ENGINEER shall show the location of
the proposed utility lines, existing utility lines and any adjustments and/or relocation
of the existing lines within the project limits. ENGINEER shall complete all forms
necessary for City to obtain permit letters from TxDOT and railroads and submit
such forms to the City. City shall be responsible for forwarding the forms to the
affected agencies for execution.
2. Monthly Progress Repo�t and Neighborhood Newsletter
a. The ENGINEER shall host, attend and participate in monthly progress meetings as
requested by the City. The ENGINEER shall submit a progress schedule after the
design contract is fully executed. The schedule shall be updated and submitted to
the CITY along with monthly progress report as required under Attachment B of
the contract.
b. ENGINEER will prepare a quarterly newsletter detailing the status of the project for
distribution to the affected Neighborhood Association. The newsletter will be
reviewed and approved by the City prior to distribution.
PART B- CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
a. Surveys for Design
i. ENGINEER will perform field surveys to collect horizontal and vertical
elevations and other information which will be needed for use by the
ENGINEER in design and preparation of plans for the project. Information
P:\199\00282�pm\09_Exhibit A-1.doc
EA1-2
gathered during the survey shall include topographic data, elevations of all
sanitary and adjacent storm sewers, rim/invert elevations, location and
buried utilities, structures, and other features relevant to the final plan
sheets. For sewer lines located in alleys or backyards, ENGINEER will
obtain the following:
Obtain permission for surveying through private property.
Locate horizontal and vertical alignment of utility lines. Tie
improvements, trees, fences, walls, etc., horizontally along rear lines
in an approximately 20' wide strip. In addition, locate all rear house
corners and building corners in backyards.
Profile existing water and/or sewer line centerline.
Compile base plan from field survey data at 1"-20' scale.
Obtain permission for surveying through private property. Locate
horizontal and vertical alignment of utility lines. The improvements,
trees, fences, walls, etc., horizontally along rear lot lines in an
approximately 20' wide strip. In addition, locate all rear house corners
and building corners in backyards. Compile base plan from field
survey data at 1" = 20' horizontal and 1" = 2' vertical scale.
b. Engineer Will Provide The Following Information:
All plans, field notes, plats, maps, legal descriptions, or other specified documents
prepared in conjunction with the requested services shall be provided in a digital
foRnat compatible with the electronic data collection and computer aided design
and drafting soflware currently in use by the CITY Department of Engineering.. All
text data such as plan and profile, legal descriptions, coordinate files, cut sheets,
etc., shall be provided in the American Standard Code for Information Interchange
(ASCII) format, all drawing files shall be provided in Autocad (DWG or DXF) format
(currently Release 12), or as otherwise approved in writing by the CITY, and all
data collected and generated during the course of the project shall become the
property of the CITY.
The minimum information to be provided in the plans shall include
P:\199\00282�pm\09_Exhibit A-1.doc
EA1-3
the following:
i. A Project Control Sheet, showing ALL Control Points, used or set while
gathering data. Generally on a scale of not less than 1:400:
ii. The following information about each Control Point;
a. Identified (Existing City Monument #8901, PK Nail, 5/8" Iron Rod)
b. X, Y and Z Coordinates, in an identified coordinate system, and a
referred bearing base. Z coordinate on City Datum only.
c. Descriptive Location (Ex. Set in the centerline of the inlet in the
South curb line of North Side Drive at the East end of radius at the
Southeast corner of North Side Drive and North Main Street).
iii. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same
coordinate system, as the Control.
iv. No less than two horizontal control points, per line or location.
v. Bearings given on all proposed centerlines, or baselines
vi. Station equations relating utilities to paving, when appropriate
c. Public Notification
Prior to conducting design survey, ENGINEER will notify affected residents of the
project in writing. The notification letter shall be on company lettefiead and shall
include the following: project name, limits, DOE project no., ConsultanYs project
manager and phone no., scope of sunrey work and design survey schedule. The
letter will be reviewed and approved by the City prior to distribution.
d. Conceptual Design Summary Report
A design summary report shall be submitted to City 42 days after Notice to
Proceed Letter is issued.
P:\199\00282�pm\09_Exhlbit A-1.doc
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F
ii. Based on information contained in the ENGINEER's Report of the Sanitary
Sewer Evaluation Survey of the M-195AR Drainage Area, the ENGINEER
shall prepare a brief letter report including location maps of all line
replacements and point repairs and submit to the CITY. Four (4) copies of
the design summary report shall be submitted.
Preliminary Engineering
Upon approval of Pa�t B, Section 2, ENGINEER will prepare preliminary construction plans
as follows:
a. Overall sanitary sewer layout sheets and an overall easement layout sheet(s).
b. Preliminary project plans and profi(e 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 and all pertinent
information needed to construct the project. Legal description (Lot Nos., Block
Nos., and Addition Names) along with property ownership shall be provided on the
plan view.
c. 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, Section 2. 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 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 ENGINEER shall make provisions for reconnecting all 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 masn ar
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
P:\199\00282\pm\09_Exhlbit A-1.doc
EA1-5
5
existing main and connect said service lines to the relocated masn.
f. The ENGINEER will prepare standard and special detail sheets for water line
installation and sewer rehabilitation or replacement that are not already included
in the D-Section of the City's specifications. These may include connection
details between various parts of the project, tunneling details, boring and jacking
details, waterline relocations, details unique to the construction of the project,
trenchless details, and special service lateral reconnections.
g. Private Sector Rehabilitation (Not Applicable)
Evaluate private sector alternatives including cleanout repair/replacement, lateral
point repairs, and lateral replacement. ENGINEER will provide copies of the field
inspection forms in the construction documents. ENGINEER shall not prepare
detailed plans for repair of private sector defects. The ENGINEER also assumes
no responsibility for the accuracy of service cleanouts and lateral locations since
the appearance of smoke does not pinpoint the exact location of service cleanouts
and laterals.
h. New Manhole Construction Locations (Not Applicable)
Provide map showing location of new manhole construction at the end of existing
sewer segments, 90 degree bends, or tee connections. Sufficient data i.e.
coordinates shall be provided to allow for construction and staking of the
manholes. Easement or right-of-entry agreements shall be prepared and delivered
to the City. The contract documents shall specify that it is the Contractor's
responsibility to coordinate utility location, etc. for manhole construction. A total of
new manhole construction is anticipated.
i. Right-of-Way Research
The ENGINEER will conduct preliminary research for availability of existing
easements where open-cut construction or relocation of existing alignments is
probable. Temporary and permanent easements will be appropriated based on
available information and recommendations will be made for approval by the Ciry.
j. Right-of-way/Easement Preparation and Submittal
P:\199\00282\pm\09_Exhibit A-1.doc
EA1-6
Preparation and submittal of right-of-way, easements and rights-of-entry will be in
conformance with "Submittal of Information to Real Property for Acquisstion of
Property".
k. Utility Clearance Phase
i. The ENGINEER will consult with the City's Water Department, Department
of Engineering, and other CITY departments, public utilities, private utilities,
private utilities and govemment agencies to determine the approximate
location of above and underground utilities, and other facilities that have an
impact or influence on the project.
ii. ENGINEER will design City facilities to avoid or minimize conflicts with
existing utilities.
iii. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary
construction plans to the City's Utility Coordinator for forwarding to all utility
companies, which have facilities within the limits of the project.
I. Preliminary construction plan submittal
i. Preliminary plans and specifications shall be submitted to City 98 days after
approval of Part B, Section 2.
ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans
and two (2) sets of specifications and contract documents to CITY for
review. Generally, plan sheets shall be organized as follows:
Cover Sheet
Easement layout (if applicable)
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. The ENGINEER shall submit a preliminary estimate of probable
construction cost with the preliminary plans submitted. ENGINEER shall
assist Ciry in selecting the feasible and/or economical solutions to be
pursued.
P:\199\00282\pm\09_Exhibit A-1.doc
EA1-7
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.
n. Public Meeting
After the preliminary plans have been reviewed and approved by the City,
ENGINEER shall prepare exhibits along with an invitation letter and attend public
meeting to help explain the proposed project to residents. The CITY shall mail the
invitation letters.
3. Final Engineering Plan Submittal
a. Final Construction Documents shall be submitted to CITY 63 days after approval of
Part B, Section 4.
Following CITY approval of the recommended improvements, the ENGINEER shall
prepare final plans and specifications and contract documents to CITY (each
sheet shall be stamped, dated, and signed by the ENGINEER) and submit two (2)
sets of plans and construction contract documents within 15 days of CITY's final
approval. Plan sets shall be used for Part C activities.
4. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable construction cost with the final
plans submitted.
PART C - PRE-CONSTRUCTION ASSISTANCE
1. Administration
a. Deliver Bid Documents
The ENGINEER will make available for bidding, upon request by the CITY, up to
forty (40) sets of the final approved and dated plans and specifications and
P:1199\00282\pm\09_Exhlbit A-1.doc
EA1-8
�
contract documents for the projects to the CITY for distribution to potential bidders.
Proposal will be delivered in electronic format.
b. Bidding Assistance
i. The ENGINEER shall assist the CITY during phase including preparation
and delivery of addenda to plan holders and responses to questions
submitted to the DOE by prospective bidders.. Engineer shall attend the
scheduled pre-bid conference.
ii. The ENGINEER shall assist in reviewing the bids for completeness and
accuracy.
iii. The ENGINEER shall attend the project bid opening develop bid
tabulations in hard copy and electronic format and submit four (4) copies of
the bid tabulation.
c. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for the project. The
ENGINEER shall also consult with and advise the CITY on design and/or
construction changes, if necessary.
P:1199100282�pm\09_Exhlbit A-1.doc
EA1-9
ATTACHMENT "B-1"
(SUPPLEMENT TO ATTACHMENT "B")
METHOD OF PAYMENT
Main 195AR Drainage Area, Sanitary Sewer System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2 Sewer Project No. PS46-070460410320
Method of Payment
The ENGINEER shall be paid in four partial payments as outlined below:
The ENGINEER shall be paid in a total of four partial payments upon the receipt of one
(1) individual invoice for each partial payment from the ENGINEER for each partial pay
request.
Partial Payment Number 1, which shall be equivalent to 30% of the total lump sum fee,
shall be payable after City approval of Exhibit "A-1 ", Part 6, Section 1 hereunder.
Partial Payment Number 2, which shall be equivalent to 65% of the total lump sum fee,
less previous payments, shall be payable after City approval of Exhibit "A-1 ", Part B,
Section 2 hereunder.
Partial Payment Number 3, which shall be equivalent to 82% of the total lump sum fee,
less previous payments, shall be payable after City approval of Exhibit "A-1 ", Part B,
Section 3 hereunder.
Partial Payment Number 4, which shall represent the balance of the earnings, less
previous payments, shall be payable after the successful completion of Exhibit A-1, Part
C.
II. Progress Report
A. The ENGINEER shall submit to the designated representative of the Director of
the Engineering Department monthly progress reports covering all phases of
design by the 15`" of every month in the format required by the CITY.
6. If the ENGINEER determines in the course of making design drawings and
specifications that the opinion of p�obable cost of $778,804.40 {as estimated in
Exhibit "B-5") will be exceeded, whether by change in the scope of the project,
increased cost or other conditions, the ENGINEER shall immediately report such
fact to the CITY and shall suspend all work hereunder.
1\FTWORTHIPROJECTS\Userljcmissrehab99\contractWTTACHB 1.doc
B-1
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EXHIBIT B-2
(SUPPLEMENT TO ATTACHMENT B)
HOURLY R.ATE SCHEDULE
Main 195AR Drainage Area, Sanitary Sewer System Rchabilitation and Improvements
(Group 7, Contract 4), Part 2 Sewer Project No. PS46-070460410320
Emplovee Classification Rate/Hour
Principal $120.00 $1 SS.0o
Project Manager / Planner $ 80.00 $115.0o
RPLS $ 65.00 $ 85.00
Design Engineer $ 60.00 $ 90.00
Designer / CAD Operator $ 35.00 $ 75.00
Survey Technician $ 40.00 $ 60.00
Draftsman $ 30.00 $ 45.00
Clerical $ 25.00 $ 50.00
Survey Crew $ 85.00 $115.0C
GPS $130.00/hr
Reimbursables Cost + 10%
Mileage $ 0.31 Per Mile
Reproductron work will be at current commercial rates. Subcontructors will be paid for at actuul
invoice cost plus ten percent (10%).
P: I Userl�'cmissreha6991contracrlCONTRACT doc EB2.-1
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EXHIBIT B-3A
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY OF DESIGN FEE
Sanitary Sewer System Improvements
Sanitary Sewer Main 195AR
Drainage Area Rehabilitation and Sewer Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
February 24, 1999
Mr. Tony Sholola, P.E.
Department of Engineering
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102-6311
RE: Sanitary Sewer Main 195AR Drainage Area Rehabilitatson and Sewer
Improvements (Group 7, Contract 4), Part 2 Sewer Project No. PS46-070460410320.
Dear Tony:
We appreciate the opportunity to present this proposal and fee schedule for your
consideration. Attached please find construction cost estimates, schedule, and exhibits
depicting the scope of work.
We propose to complete the proposed work in accordance with the following fee schedule:
Estimated Construction Costs:
M-195 B
M-195 BR
I.r3841
Lr3844
Ir3993
Lr3994
Lr4115
Ir4122-R
Ir4243
Lr4493
Lr5301
TOTAL
72,537.30
33,622.60
95,331.50
61,112.70
179,694.90
94,675.90
72,111.60
28,707.80
20,978.10
27,036.90
92,995.10
778,804.40
NatlonsBank Bullding, 500 Wesf Sevenih Sireet, Sulte 600 • Fo�t Worth, Texas 76102 •(81 7) 339-8950 Fax: (81 7) 336-2247
Exhibit B-3A
Mr. Tony Sholola, P.E.
February 24, 1999
Page 2
Basic Engineering Design Services:
Special Services:
(TSPE Curve 7.9% x 0.85 = 6.715%)
Design Surveys
Easement Preparation (8 at $400.00/ EA.)
Easement Preparation (3 at $700.00/EA.)
Pavement Overlay (Specifications & Quantities)
Monthly Meetings ( 10 Months)
TaDOT Coordination
RR Permit Coordination
10% for Subcontractor (A.N.A.)
Construction Services
Pre-Construction
Post Construction
Reproduction*
$ 2,750.00
$ 1,710.00
16 Sets of preliminary plans(util. clear.) $ 300.00
40 Sets of Construction Plans $ 1,000.00
40 Sets of Specifications ($25.00/ea.) S 1,000.00
Mounted Exhibits $ 700.00
Miscellaneous Printing (6 sets and misc.) $ 200.00
* Estimated using 16 sheets per plan
TOTAL NOT-TO-EXCEED
E�
52,300.00
18,000.00
3,200.00
2,100.00
1,500.00
9,600.00
1,000.00
1,000.00
1,800.00
$ 4,460.00
$ 3,200.00
$ 98,160.00
We will be using A.N.A. Consultants L.L.C. for surveying to ensure a minimum of 17% of
the contract will be performed by an approved DBE. Attached please find a letter from
A.N.A. agreeing to a lump sum contract.
If you have any questions or require additional information please give me a call.
Sincerely,
TranSystems Corporation Consultants
��� � ��
Joseph C. Masterson, P.E.
Associate
P:1 User jcmissrehab991canlradlLTRPRl,.doc
EXHIBIT B-3
(SUPPLEMENT TO ATTACHMENT B)
DESIGN FEE COST SUMMARY
Main 195AR Drainage Area, Sanitary Sewer System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2 Sewer Project No. PS46-070460410320
Phase
I - Design Services
II -Construction Services
Total
Scope of Services
Pipe Rehabilitation
(Parts A and B)
Assistance (Part C)
Proposed M/WBE Sub-consultants
ANA Consultants, Inc.
Services
Survey
Fee M/WBE %
$93,700.00 $18,000.00
$ 4,460.00
$ 98,160.00
Fees
$18,000.00
18.3
o�a
18.3
SUPPLEMENT TO ATTACHMENT B
CONSTRUCTION SERVICES COST ESTIMATE
ESTIMATED HOURS
Sanitary Sewer System lmprovements
Sanitary Sewer Main 195AR
Drainage Area Rehabilitation and Sewer Improvements
24-Feb-99
Project: Main 195AR
Phase I: Design Services - Relief/Replacement Sewers
� HOURLY RATE WORK
Fstimated Manhours
Proj. Super.
Prinicipal Mgr. Engr.
WORK TASK DESCRIPTION
CONSTRUCTION SERVICES
q, PreConstruction
1. Pre-Bid Conference
' 2. Addenda
i 3. Bid Ope�ing & Review Bids for Accuracy
� 4. Compile Bid-Tab
5. Pre-Constnidion Meeting
� TOTAL
�
� g, Post Construction
� 1. Final Field Inspection (8 Hrs.l6500 LF)
2. Prepare Report on Final Inspection Findings
I TOTAL
IP:�UseAjan�5arehab99�c,o�tract�jCNTRS-SV.xlsjDesign Fee
'ti
3
2
2
1 2
1 3
4
1 8
Total
Gost
Estimate
Clerical ($)
345.00
4 8 930.00
230.00
4 4 900.00
345.00
2,750.00
460.00
4 1,250.00
1,710.00
PAGEI
c
SUPPLEMENT TO EXHIBIT B-1
CONSTRUCTION COST ESTIMATE
ESTIMATED HOURS
Sanitary Sewer System Improvements
Sanitary Sewer Main 195AR
Drainage Area Rehabilitation and Sewer Improvements
24-Feb-99
Project: Main 195AR
Phase I: Design Services - Relief/Replacement Sewers
HOURLY RATE WORK Total
Estirrated Manhours Cost
Principal Proj. Estimate
WORK TASK DESCRIPTION Mgr. ($)
MONTHLY MEETINGS
� q. Prepare Reports (10 Months @ 4 Hrs./Month) 10.00 40.00 6,380.00
g. Ariend Meetings (10 Months @ 3 Hrs./Month) 30.00 3,660.00
Total
P 1Us<r�cm\ssrehab99kontrect\(CNTRS-S2.xls]Design Fee
10,040.00
PAGF 2
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
DOE No. 2493
1 /27/99
M-195 BR
ITEM
NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
DESCRIPTION
12" PVC SEWER BY OPEN CUT
REMOVE MANHOLE
CONSTRUCT MANHOLE
MANHOLEINSERT
CONCRETE COLLAR
VACUUM TEST MANHOLE
RE-INSTALL SERVICES BY OPEN CUT
INSTALL 4" SERVICES
INSTALL 4" DIP SERVICES
DIP FITTINGS
POST-TELEVISION
TRENCH SAFETY
SOD
Totai Quantity
303
1
1
1
1
1
6
30
30
0.5
303
303
303
UNITS
LF
EA
EA
EA
EA
EA
EA
LF
LF
TN
LF
LF
LF
UNIT
PRICE
65.00
350.00
1,500.00
75.00
250.00
100.00
400.00
25.00
27.00
2,000.00
1.00
1.00
10.00
TOTAL
COST
19,695.00
350.00
1,500.00
75.00
250.00
100.00
2,400.00
750.00
810.00
1,000.00
303.00
303.00
3,030.00
SUB-TOTAL $ 30,566.00
10% Contingency $ 3,056.60
TOTAL Total $ 33,622.60
Since ENGINEER has no contro! over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that proposals, bids or actual Total Projed or Constniction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
cstm 195.x1s
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
DOE No. 2493
1 /27/99
M-195 B
ITEM
NO.
5
6
7
8
9
10
!L���3L�Ii�L�lil
10" PVC SEWER BY OPEN CUT
10" PVC WITH STEEL CASING BY JACK AND BORE
REMOVE MANHOLE
CONSTRUCT MANHOLE
MANHOLEINSERT
CONCRETE COLLAR
VACUUM TEST MANHOLE
POST-TELEVISION
TRENCH SAFETY
SOD
Total Quantity
269
100
2
3
3
3
3
369
269
269
U N lTS
LF
LF
EA
EA
EA
EA
EA
LF
LF
LF
TOTAL
UNIT
PRICE
60.00
400.00
350.00
1, 500.00
75.00
250.00
100.00
1.00
1.00
10.00
TOTAL
COST
16,140.00
40,000.00
700.00
4, 500.00
225.00
750.00
300.00
369.00
269.00
2,690.00
SUB-TOTAL $ 65,943.00
10% Contingency $ 6,594.30
Total $ 72,537.30
Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that proposals, bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
cstm195.x15
�
�
ITEM
NO.
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
DESCRIPTION
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
DOE No. 2493
1 /27/99
1 8" PVC SEWER BY OPEN CUT
2 REMOVE MANHOLE
3 CONSTRUCT MANHOLE
4 MANHOLEINSERT
5 CONCRETE COLLAR
6 VACUUM TEST MANHOLE
7 RE-INSTALL SERVICES BY OPEN CUT
8 INSTALL 4" SERVICES
9 PERMANENT ASPHALT STREET REPAIR
10 POST-TELEVISION
11 TRENCH SAFETY
12 SOD
L-3844
UNIT TOTAL
Total Quantity UNITS PRICE COST
611
2
3
3
3
3
11
200
60
611
611
611
LF
EA
EA
EA
EA
EA
EA
LF
LF
LF
LF
LF
TOTAL
50.00 $ 30,550.00
350.00 $ 700.00
1,500.00 $ 4,500.00
75.00 $ 225.00
250.00 $ 750.00
100.00 $ 300.00
400.00 $ 4,400.00
25.00 $ 5,000.00
30.00 $ 1, 800.00
1.00 $ 611.00
1.00 $ 611.00
10.00 $ 6,110.00
SUB-TOTAL $ 55,557.00
10% Contingency $ 5,555.70
Total $ 61,112.70
Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods oi determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of p�obable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that p�oposals, bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
c5tm195 xls
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
DOE No. 2493
1 /27/99
L-3841
ITEM
NO.
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
DESCRIPTION
6" TO 8" SEWER BY PIPE ENLARGEMENT
8" PVC SEWER BY OPEN CUT
REMOVE MANHOLE
CONSTRUCT MANHOLE
MANHOLEINSERT
CONCRETE COLLAR
VACUUM TEST MANHOLE
RE-INSTALL SERVICES BY OPEN CUT
RE-INSTALL SERVICES BY PIPE ENLARGEMENT
INSTALL 4" SERVICES
INSTALL 4" DIP SERVICES
DIP FITTINGS
PRE-TELEVISION
POST-TELEVISION
TRENCH SAFETY
SOD
Total Quantity
660
295
1
2
2
2
2
7
12
35
360
1
660
955
295
295
UNITS
LF
LF
EA
EA
EA
EA
EA
EA
EA
LF
LF
TN
LF
LF
LF
LF
UNIT
PRICE
60.00
50.00
350.00
1, 500.00
75.00
250.00
100.00
400.00
600.00
25.00
27.00
2,000.00
2.00
1.00
1.00
10.00
TOTAL
COST
39,600.00
14,750.00
350.00
3,000.00
150.00
500.00
200.00
2,800.00
7,200.00
875.00
9, 720.00
2,000.00
1,320.00
955.00
295.00
2,950.00
SUB-TOTAL $ 86,665.00
10% Contingency $ 8,666.50
TOTAL Total a 95,331.50
Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and
Constn�ction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that proposals, bids or actual Total Project or Construdion Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
cstm195.x1s
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
DOE No. 2493
1/27/99
L�1115
ITEM
NO.
DESCRIPTION
1 6" TO 8" SEWER BY PIPE ENLARGEMENT
2 REMOVE MANHOLE
3 CONSTRUCT MANHOLE
4 MANHOLEINSERT
5 CONCRETE COLLAR
6 VACUUM TEST MANHOLE
7 RE-INSTALL SERVICES BY PIPE ENLARGEMENT
8 INSTALL 4" DIP SERVICES
9 DIP FITTINGS
10 PRE-TELEVISION
11 POST-TELEVISION
12 TRENCH SAFETY
13 SOD
Total Quantity UNITS
627
2
3
3
3
3
12
360
1
627
627
60
60
LF
EA
EA
EA
EA
EA
EA
LF
TN
LF
LF
LF
LF
TOTAL
UNIT TOTAL
PRICE COST
60.00 $ 37,620.00
350.00 $ 700.00
1,500.00 $ 4,500.00
75.00 $ 225.00
250.00 $ 750.00
100.00 $ 300.00
600.00 $ 7,200.00
27.00 $ 9,720.00
2,000.00 $ 2,000.00
2.00 $ 1,254.00
1.00 $ 627.00
1.00 $ 60.00
10.00 $ 600.00
SUB-TOTAL $ 65,556.00
10% Contingency $ 6,555.60
Total $ 72,111.60
Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professiona! engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that proposals, bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
c5tm195.x1s
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
DOE No. 2493
1 /27199
L�122-R
ITEM
NO.
DESCRIPTION
1 8" SEWER BY PIPE ENLARGEMENT
2 REMOVE MANHOLE
3 CONSTRUCT MANHOLE
4 MANHOLEINSERT
5 CONCRETE COLLAR
6 VACUUM TEST MANHOLE
7 PRE-TELEVISION
8 POST-TELEVISION
9 TRENCH SAFETY
10 SOD
11 POINT REPAIR FOR PIPE ENLARGEMENT
Total Quantity UNITS
251
3
3
3
3
3
251
251
60
60
40
LF
EA
EA
EA
EA
EA
LF
LF
LF
LF
LF
TOTAL
UNIT TOTAL
PRICE COST
60.00 $ 15,060.00
350.00 $ 1,050.00
1,500.00 $ 4,500.00
75.00 $ 225.00
250.00 $ 750.00
100.00 $ 300.00
2.00 $ 502.00
1.00 $ 251.00
1.00 $ 60.00
10.00 $ 600.00
70.00 $ 2,800.00
SUB-TOTAL $ 26,098.00
10% Contingency $ 2,609.80
Total $ 28,707.80
Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that proposals, bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
cstm 195.x1s
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
DOE No. 2493
1 /27/99
L-3994
ITEM
NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
DESCRIPTION
8" PVC SEWER BY OPEN CUT
REMOVE MANHOLE
CONSTRUCT MANHOLE
MANHOLEINSERT
CONCRETE COLLAR
VACUUM TEST MANHOLE
RE-INSTALL SERVICES BY OPEN CUT
INSTALL 4" SERVICES
INSTALL 4" DIP SERVICES
DIP FITTINGS
PERMANENT ASPHALT STREET REPAIR
CURB & GUTTER
POST-TELEVISION
TRENCH SAFETY
UNIT
Total Quantity UNITS PRICE
587
1
2
2
2
2
18
85
200
0.7
587
587
587
587
LF
EA
EA
EA
EA
EA
EA
LF
LF
TN
LF
LF
LF
LF
TOTAL
50.00 $
350.00 $
1,500.00 $
75.00 $
250.00 $
100.00 $
400.00 $
25.00 $
27.00 $
2,000.00 $
30.00 $
30.00 $
1.00 $
1.00 $
TOTAL
COST
29,350.00
350.00
3,000.00
150.00
500.00
200.00
7,200.00
2,125.00
5,400.00
1,400.00
17,610.00
17,610.00
587.00
587.00
SUB-TOTAL $ 86,069.00
10% Contingency $ 8,606.90
Total $ 94,675.90
Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that proposals, bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he sha�l employ an
independent cost estimator.
4
�,
cstm195.x1s
�
A
ITEM
NO.
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
DESCRIPTION
Sewer Project No. PS46-070460410320
DOE No. 2493
1 /27/99
1 8" SEWER BY PIPE ENLARGEMENT
2 REMOVE MANHOLE
3 CONSTRUCT MANHOLE
4 MANHOLEINSERT
5 CONCRETE COLLAR
6 VACUUM TEST MANHOLE
7 RE-INSTALL SERVICES BY PIPE ENLARGEMENT
8 INSTALL 4" DIP SERVICES
9 DIP FITTINGS
10 TRENCH SAFETY
11 PRE-TELEVISION
12 POST-TELEVISION
13 SOD
L-4243
Total Quantity UNITS
192 LF
1 EA
1 EA
1 EA
1 EA
1 EA
4 EA
40 LF
0.5 TN
20 LF
192 LF
192 LF
20 LF
TOTAL
UNIT TOTAL
PRICE COST
60.00 $ 11,520.00
350.00 $ 350.00
1, 500. 00 $ 1, 500. 00
75.00 $ 75.00
250.00 $ 250.00
100.00 $ 100.00
600.00 $ 2,400.00
27.00 $ 1,080.00
2,000.00 $ 1,000.00
1.00 $ 20.00
2.00 $ 384.00
1.00 $ 192.00
10.00 $ 200.00
SUB-TOTAL $ 19,071.00
10% Contingency $ 1,907.10
Total $ 20,978.10
�
Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that proposals, bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
cstm185.x1s
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
DOE No. 2493
1/27/99
L-3993
ITEM
NO.
DESCRIPTION
1 6" TO 8" SEWER BY PIPE ENLARGEMENT
2 8" PVC SEWER BY OPEN CUT
3 REMOVE MANHOLE
4 CONSTRUCT MANHOLE
5 MANHOLEINSERT
6 CONCRETE COLLAR
7 VACUUM TEST MANHOLE
8 RE-INSTALL SERVICES BY OPEN CUT
9 INSTALL 4" SERVICES
10 INSTALL 4" DIP SERVICES
11 DIP FITTINGS
12 PERMANENT ASPHALT STREET REPAIR
13 PRE-TELEVISION
14 POST-TELEVISION
15 TRENCH SAFETY
16 CURB & GUTTER
Total Quantity
150
1,107
5
7
7
7
7
18
90
150
0.6
1,107
150
1,257
1,107
1,107
U N ITS
LF
LF
EA
EA
EA
EA
EA
EA
LF
LF
TN
LF
LF
LF
LF
LF
TOTAL
UNIT
PRICE
60.00
50.00
350.00
1, 500.00
75.00
250.00
100.00
400.00
25.00
27.00
2,000.00
30.00
2.00
1.00
1.00
30.00
TOTAL
COST
9,000.00
55,350.00
1,750.00
10, 500.00
525.00
1, 750.00
700.00
7,200.00
2,250.00
4,050.00
1,200.00
33, 210.00
300.00
1,257.00
1,107.00
33,210.00
SUB-TOTAL $ 163,359.00
10% Contingency $ 16,335.90
Total $ 179,694.90
Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that proposals, bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to ihe Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
.
ti
cstm195.xis
�
�
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
DOE No. 2493
1/27/99
L-4493
ITEM
NO.
DESCRIPTION
1 6" TO 8" SEWER BY PIPE ENLARGEMENT
2 REMOVE MANHOLE
3 CONSTRUCT MANHOLE
4 MANHOLEINSERT
5 CONCRETE COLLAR
6 VACUUM TEST MANHOLE
7 RE-INSTALL SERVICES BY PIPE ENLARGEMENT
8 INSTALL 4" DIP SERVICES
9 DIP FITTINGS
10 PRE-TELEVISION
11 POST-TELEVISION
12 TRENCH SAFETY
13 SOD
Total Quantity UNITS
263 LF
2 EA
2 EA
2 EA
2 EA
2 EA
2 EA
60 LF
0.1 TN
263 LF
263 LF
40 LF
40 LF
UNIT
PRICE
60.00 $
350.00 $
1, 500.00 $
75.00 $
250.00 $
100.00 $
600.00 $
27.00 $
2,000.00 $
2.00 $
1.00 $
1.00 $
10.00 $
SUB-TOTAL $
10% Contingency $
TOTAL Total $
TOTAL
COST
15, 780.00
700.00
3,000.00
150.00
500.00
200.00
1,200.00
1,620.00
200.00
526.00
263.00
40.00
400.00
24,579.0Q
2,457.90
27,036.90
Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that proposals, bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
csUn195.x15
EXHIBIT B-5
OPINION OF PROBABLE CONSTRUCTION COST
Main M-195AR Drainage Area Sanitary Sewer
System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2
Sewer Project No. PS46-070460410320
DOE No. 2493
1 /27i99
L-5301
ITEM
NO.
DESCRIPTION
1 6" TO 8" SEWER BY PIPE ENLARGEMENT
2 REMOVEMANHOLE
3 CONSTRUCT MANHOLE
4 MANHOLEINSERT
5 CONCRETE COLLAR
6 VACUUM TEST MANHOLE
7 RE-INSTALL SERVICES BY PIPE ENLARGEMENT
8 INSTALL 4" DIP SERVICES
9 DIP FITTINGS
10 PRE-TELEVISION
11 POST-TELEVISION
12 TRENCH SAFETY
13 SOD
Total Quantity
852
3
3
3
3
3
24
240
1.25
852
852
60
60
UNIT TOTAL
UNITS PRICE COST
LF $ 60.00 $
EA $ 350.00 $
EA $ 1,500.00 $
EA $ 75.00 $
EA $ 250.00 $
EA $ 100.00 $
EA $ 600.00 $
LF $ 27.00 $
TN $ 2,000.00 $
LF $ 2.00 $
LF $ 1.00 $
LF $ 1.00 $
LF $ 10.00 $
SUB-TOTAL $
10% Contingency $
51,120.00
1,050.00
4,500.00
225.00
750.00
300.00
14,400.00
6,480.00
2, 500.00
1,704.00
852.00
60.00
600.00
84,541.00
8,454.10
TOTAL Total 5 92,995.10
Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)
methods of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and
Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best
judgment as an experienced and qualified professional engineer, familiar with the construction industry; but ENGINEER cannot and does not
guarantee that proposals, bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by
ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an
independent cost estimator.
.
cstm 195. xls
.
T�w ����n�s .:�.
GGY�PO/?.� T/ON I�i��
C O N S U l T A N T S
Main 195AR Drainage Area, Sanitary Sewer System Rehabilitation and Improvements
(Group 7, Contract 4), Part 2 Sewer Project No. PS46-070460410320
2/24/99
TASK DESCRIPTION
Notice to Proceed
Conceptual Design
Review Concept (Citv)
Preliminary Design
Review Preliminary Design (City)
Easement Preparation
City Obtain Easements
Final Design
Review Final Design (City)
Prepare For Advertisement
Advertise
Award Contract
Construction
Final Inspection & Acceptance
5d = 5 Working Day Week
P:\Userycmissrehab99�contractl[DU R-195AR.xls]195AR
PROJECTED
START FINISH DURATION
3/1 /99
3/2/99
4/14/99
4/29/99
7/16/99
7/15/99
9!1 /99
8/9/99
9/20/99
10/11J99
11 /5/99
12/3/99
1 /17/00
4/6/00
4/13/99
4/28/99
7/15/99
8/6/99
9/1 /99
1l14/00
9/17/99
10/8/99
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City of Fo�-t� Worth, Texas
n►�1'�Ayar And �aunc�l Commun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
3/30/99 **C-17355 30SPUR 1 of 2
SUBJECT ENGINEERING AGREEMENT WITH TRANSYSTEMS CORPORATION FOR MAIN
195AR DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 7, CONTRACT 4), PART 2
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering
agreement with TranSystems Corporation in the amount of $98,160.00 to prepare plans and
specifications for Main 195AR Drainage Area Sanitary Sewer System Rehabifitation and Improvements
(Group 7, Contract 4), Part 2.
DISCUSSION:
The engineering services to be performed under thss agreement consist of preparing plans and
specifications for the replacement of approximately 6,300 linear feet of sanitary sewer mains.
This project is part of the City's Integrated Wet Weather Wastewater Management Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
The project is generally bound on the north by Spurgeon Street, on the south by Southwest Loop 820,
on the east by 6th Avenue and on the west by West Cockrell.
TranSystems Corporation proposes to perform the design work for the project for a lump sum fee of
$98,160.00. Staff considers this fee to be fair and reasonable for the scope of services proposed.
TranSystems Corporation is in compliance with the City's M/WBE Ordinance by committing to 18%
M/VVBE participation. The City's goal on this project is 17%.
The project is located in COUNCIL DISTRICTS 3, 6 and 9, Mapsco 90K, P, S and U.
In addition to the contract amount, $5,000.00 is required for project management by the Department of
Engineering.
City of Fort Worth, Texas
�Y-1�' Ayar And Caunc�l C,ammun�cAt�an
DATE REFERENCE tVUMBER LOG NAME PAGE
3/30/99 **C-17355 30SPUR � 2 of 2
SUBJECT ENGINEERING AGREEMENT WITH TRANSYSTEMS CORPORATION FOR MAIN
195AR DRAiNAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 7, CONTRACT 4), PART 2
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Commercial Paper-Sewer Fund.
MG:j
Submitted for City Manager's
Office by:
Mike Groomer
Originating Department Head:
A. Douglas Rademaker
Additional Information Contact:
FUND I ACCOUNT I CENTER I AMOUNT
(to)
6140
� �
G 157 I (from)
� PS46 531200 070460410320 $98,160.00
A. Douglas Rademaker G 157 I
CITY SECRETARY
APPRO�UNCiL
CCTY C
MAR 30 1999
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