HomeMy WebLinkAboutContract 29020 J0-26-03 r'j a :50 IN
CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
CITY SECRETARY, q1 O
CON ,:, ' !r of
This AGREEMENT is between the City of Fort Worth (the "CITY'), and TranSystems
Corporation Consultants, (the "ENGINEER"), for a PROJECT generally described as:
Walsh Ranch Sewer Main Extension, Phases 1A, 1 B and 1 D.
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article ll
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 or delays or
damages caused the CITY because of such suspension of services.
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
conceming the results of same. Such surveys, tests, and investigations shall
be fumished by the CITY, unless otherwise specified in Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations, the
actual characteristics may vary significantly between successive test points
and sample intervals and at locations other than where observations,
exploration, and investigations have been made. Because of the inherent
uncertainties in subsurface evaluations, changed or unanticipated
underground conditions may occur that could affect the total PROJECT cost
and/or execution. These conditions and cost/execution effects are not the
responsibility of the ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in ink on
reproducible plastic -film sheets, or as otherwise approved by CITY, which shall
become the property of the CITY. CITY may use such drawings in any manner it
desires; provided, however, that the ENGINEER shall not be liable for the use of
such drawings for any project other than the PROJECT described herein.
ENGINEERING CONTRACT
Page 2 of 14
E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction site,
whether as on-site representatives or otherwise, do not make the ENGINEER
or its personnel in any way responsible for those duties that belong to the
CITY and/or the CITY's construction contractors or other entities, and do not
relieve the construction contractors or any other entity of their obligations,
duties, and responsibilities, including, but not limited to, all construction
methods, means, techniques, sequences, and procedures necessary for
coordinating and completing all portions of the construction work in
accordance with the Contract Documents and any health or safety
precautions required by such construction work. The ENGINEER and its
personnel have no authority to exercise any control over any construction
contractor or other entity or their employees in connection with their work or
any health or safety precautions.
(2) Except to the extent 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
certification to establish materials, systems or equipment and performance
criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance with
Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no control
over cost or price of labor and materials; unknown or latent conditions of
existing equipment or structures that may affect operation or maintenance
costs; competitive bidding procedures and market conditions; time or quality
ENGINEERING CONTRACT
Page 3 of 14
of performance by third parties; quality, type, management, or direction of
operating personnel; and other economic and operational factors that may
materially affect the ultimate PROJECT cost or schedule. Therefore, the
ENGINEER makes no warranty that the CITY's actual PROJECT costs,
financial aspects, economic feasibility, or schedules will not vary from the
ENGINEER's opinions, analyses, projections, or estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction progress
payments to the construction contractor will be based on the ENGINEER's
knowledge, information, and belief from selective sampling and observation that the
work has progressed to the point indicated. Such recommendations do not
represent that continuous or detailed examinations have been made by the
ENGINEER to ascertain that the construction contractor has completed the work in
exact accordance with the Contract Documents; that the final work will be
acceptable in all respects; that the ENGINEER has made an examination to
ascertain how or for what purpose the construction contractor has used the moneys
paid; that title to any of the work, materials, or equipment has passed to the CITY
free and clear of liens, claims, security interests, or encumbrances; or that there are
not other matters at issue between the CITY and the construction contractor that
affect the amount that should be paid.
H. Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of information
compiled and furnished by others, and may not always represent the exact location,
type of various components, or exact manner in which the PROJECT was finally
constructed. The ENGINEER is not responsible for any errors or omissions in the
information from others that is incorporated into the record drawings.
I. Minority and Woman Business Enterprise (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/WBE goal established for this contract
and its commitment to meet that goal. Any misrepresentation of facts (other than a
negligent misrepresentation) and/or the commission of fraud by the Engineer may
result in the termination of this agreement and debarment from participating in City
contracts for a period of time of not less than three (3) years.
J. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years
after final payment under this contract, have access to and the right to
examine and photocopy any directly pertinent books, documents, papers and
records of the ENGINEER involving transactions relating to this contract.
ENGINEER agrees that the CITY shall have access during normal working
hours to all necessary ENGINEER facilities and shall be provided adequate
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Page 4 of 14
and appropriate work space in order to conduct audits in compliance with the
provisions of this section. The CITY shall give ENGINEER reasonable
advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the
CITY shall, until the expiration of three (3) years after final payment under the
subcontract, have access to and the right to examine and photocopy any
directly pertinent books, documents, papers and records of such
subconsultant, involving transactions to the subcontract, and further, that the
CITY shall have access during normal working hours to all subconsultant
facilities, and shall be provided adequate and appropriate work space, in
order to conduct audits in compliance with the provisions of this article
together with subsection (3)hereof. CITY shall give sub-consultant
reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photocopy such documents as may
be requested by the CITY. The CITY agrees to reimburse ENGINEER for the
cost of copies at the rate published in the Texas Administrative Code in effect
as of the time copying is performed.
K. ENGINEER's Insurance
(1) Insurance coverage and limits:
ENGINEER shall provide to the City certificate(s) of insurance documenting policies
of the following coverage at minimum limits that are to be in effect prior to
commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$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 part of the CITY to request required insurance
documentation shall not constitute a waiver of the insurance
requirements.
(d) A minimum of thirty (30) days notice of cancellation 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.
(f) Deductible limits, or self-insured retentions, affecting insurance
required herein shall be acceptable to the CITY in its sole discretion;
and, in lieu of traditional insurance, any alternative coverage
maintained through insurance pools or risk retention groups must be
also approved. Dedicated financial resources or letters of credit may
also be acceptable to the City.
(g) Applicable policies shall each be endorsed with a waiver of
subrogation in favor of the CITY as respects the PROJECT.
(h) The City shall be entitled, upon its request and without incurring
expense, to review the ENGINEER's insurance policies including
endorsements thereto and, at the CITY's discretion, the ENGINEER
may be required to provide proof of insurance premium payments.
(i) The Commercial General Liability insurance policy shall have no
exclusions by endorsements unless the CITY approves such
exclusions.
ENGINEERING CONTRACT
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(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 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.
(1) 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 perform all services as an independent consultant and
not as a subcontractor, agent, or employee of the CITY.
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in writing
of any existing conflicts of interest or potential conflicts of interest, including personal
financial interest, direct or indirect, in property abutting the proposed PROJECT and
business relationships with abutting property cities. The ENGINEER further
acknowledges that it will make disclosure in writing of any conflicts of interest 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. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the ENGINEER
should have been aware of at the time this Agreement was executed, the
ENGINEER shall revise plans and specifications, as required, at its own cost and
expense. However, if design changes are required due to the changes in the
permitting authorities' published design criteria and/or practice standards criteria
which are published after the date of this Agreement which the ENGINEER could
not have been reasonably aware of, the ENGINEER shall notify the CITY of such
changes and an adjustment in compensation will be made through an amendment to
this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
A. City-Furnished Data
The CITY will make available to the ENGINEER all technical data in the CITY's
possession relating to the ENGINEER's services on the PROJECT. The
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for the
ENGINEER's performance of its services and will provide labor and safety
equipment as required by the ENGINEER for such access. The CITY will perform,
at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection with the
ENGINEER's services. The CITY will be responsible for all acts of the CITY's
personnel.
C. Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange,
and pay for all advertisements for bids; permits and licenses required by local, state,
or federal authorities; and land, easements, rights-of-way, and access necessary for
the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and other
ENGINEERING CONTRACT
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consultants as the CITY deems appropriate; and render in writing decisions required
by the CITY in a timely manner in accordance with the project schedule in
Attachment A.
E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY observes
or becomes aware of any development that affects the scope or timing of the
ENGINEER's services or of any defect in the work of the ENGINEER or construction
contractors.
F. Asbestos or Hazardous Substances 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, attomey'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
N.E. regarding the ENGINEER's Personnel at Construction Site, and provisions
providing contractor indemnification of the CITY and the ENGINEER for contractor's
negligence.
H. Contractor Claims and 'third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out of,
in connection with, or resulting from the engineering
services performed. Only the CITY will be the beneficiary of
any undertaking by the ENGINEER."
ENGINEERING CONTRACT
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(2) This AGREEMENT gives no rights or benefits to anyone other than the CITY
and the ENGINEER and there are no third-party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity or
person regarding the PROJECT a provision that such entity or person shall
have no third-party beneficiary rights under this Agreement.
(4) Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER_
I. CITY's Insurance
(1) The CITY may maintain property insurance on certain pre-existing structures
associated with the PROJECT.
(2) The CITY will ensure that Builders Risk/installation insurance is maintained
at the replacement cost value of the PROJECT. The CITY may provide
ENGINEER a copy of the policy or documentation of such on a certificate of
insurance.
(3) The CITY will specify that the Builders Risk/installation insurance shall be
comprehensive in coverage appropriate to the PROJECT risks.
J. Litigation Assistance
The Scope of Services does not include costs of the ENGINEER for required or
requested assistance to support, prepare, document, bring, defend, or assist in
litigation undertaken or defended by the CITY. In the event CITY requests such
services of the ENGINEER, this AGREEMENT shall be amended or a separate
agreement will be negotiated between the parties.
K. Changes
The CITY may make or approve changes within the general Scope of Services in
this AGREEMENT. If such changes affect the ENGINEER's cost of or time required
for performance of the services, an equitable adjustment will be made 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.
ENGINEERING CONTRACT
Page 10 of 14
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 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 other 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 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 in writing prior to proceeding with termination services.
E. Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or interrupt the services of the ENGINEER for the
convenience of the CITY. In the event of such suspension, delay, or interruption, an
equitable adjustment in the PROJECT's schedule, commitment and cost of the
ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be
made.
ENGINEERING CONTRACT
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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 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 liability and sole negligence for indemnification. Parties
mean the CITY and the ENGINEER, and their officers, employees, agents, and
subcontractors.
I. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT, its
interpretation and performance, and any other claims related to it. The venue for
any litigation related to this AGREEMENT shall be Tarrant County, Texas.
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 mediation is unsuccessful, the
claim, dispute or other matter in question shall be submitted to arbitration if
both parties acting reasonably agree that the amount of the dispute is likely
to be less than $50,000, exclusive of attorney's fees, costs and expenses.
Arbitration shall be in accordance with the Construction Industry Arbitration
Rules of the American Arbitration Association or other applicable rules of the
Association then in effect. Any award rendered by the arbitrators less than
ENGINEERING CONTRACT
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$50,000, exclusive of attomey's fees, costs and expenses, will be final,
judgment may be entered thereon in any court having jurisdiction, and will not
be subject to appeal or modification except to the extent permitted by
Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10 and
11).
(2) Any award greater than $50,000, exclusive of attorney's fees, costs and
expenses, may be litigated by either party on a de novo basis. The award
shall become final ninety (90) days from the date same is issued. If litigation
is Fled 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 cornply with ail 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.
ENGINEERING 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
�L
Executed this the 4D day of ' 2003.
ATTEST: CITY`O� FO T WO
By:J
Gloria Pearson Marc. A. Ott
City Secretary Assistant City Manager
C-\Y1 (.-3 APPROVAL RECOMMENDED
Contract �R�uthorizatinn
j
--------"�-+ � A Douglas Rademaker, P.E.
Director, Engineering Department
APPROVED AS TO FORM
AND LEGALITY
54�z�_�
Assistant City Attorney
TRANSYSTEMS CORPORATION
CONSl1LTANTS
ATTEST: ENGINEER
By:
Raul Pena, ill, P.E.
Regional Vice-President
=,.??. -
wus++rnArrsrsrEns .,'rr
ENGINEERING CONTRACT
Page 14 of 14 �SJ
ATTACHMENT "A"
mineral Scooe 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 Services shall have precedence over the General Scope of Services."
GFNIFRAI
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) Geotechnical Investigations
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
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permitting authority. If such changes are required, the Engineer shall notify the City and
an amendment to the contract shall be made if the Engineer incurs additional cost. If
there are unavoidable delays, a mutually agreeable and reasonable time extension
shall be negotiated.
6) Plan Submittal
Copies of the original plans shall be provided on reproducible mylar or approved plastic
film sheets, or as otherwise approved by the Department of Engineering and shall
become the property of the City. City may use such drawings in any manner it desires;
provided, however that the Engineer shall not be liable for the use of such drawings for
any project other than the project described herein; and further provided, that the
Engineer shall not be liable for the consequences of any changes that are made to the
drawings or changes that are made in the implementation of the drawings without the
written approval of the Engineer.
PHASE 1
7) Right-of-Way, Easement and Land Acquisition Needs
The Engineer shall determine the rights-of-way, easement needs for the construction of
the project. Engineer shall determine ownership of such land and furnish the City with
the necessary right-of-way sketches, prepare necessary easement descriptions for
acquiring the rights-of-way and/or easements for the construction of this project.
Sketches and easement descriptions are to be presented in form suitable for direct use
by the Department of Engineering in obtaining rights-of-way, easements, permits and
licensing agreements. All materials shall be furnished on the appropriate City forms in a
minimum of four (4) copies each.
8) Design Survey
The Engineer shall provide necessary field survey for use in the preparation of Plans
and Specifications. The Engineer shall furnish the City certified copies of the field data.
9) Utility Coordination
The Engineer shall coordinate with all utilities, including utilities owned by the City, as to
any proposed utility liens or adjustment to existing utility lines within the project limits.
The information obtained shall be shown on the conceptual plans. The Engineer shall
show on the preliminary and final plans the location of the proposed utility lines,
existing utility lines, based on the information provided by the utility, and any
adjustments and/or relocation of the existing lines within the project limits. The
Engineer shall also evaluate the phasing of the water, wastewater, street and drainage
work, and shall submit such evaluation in writing to the City as part of this phase of the
project.
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10) Conceptual Plans
The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans
which include layouts, preliminary right-of-way needs and preliminary estimates of
probable construction costs for the Engineer's recommended plan. For all submittals,
the Engineer shall submit plans and documents for street/storm drain and
water/wastewater facilities. The Engineer shall receive written approval of the Phase 1
Plans from the City's project manager before proceeding with Phase 2.
PHASE 2
11) Design Data
The Engineer shall provide design data, reports, cross-sections, profiles, drainage
calculations, and preliminary estimates of probable construction cost.
12) Preliminary Construction Plans and Technical Specifications
The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans
and five (5) copies of the preliminary technical specifications for review by the City and
for submission to utility companies and other agencies for the purposes of coordinating
work with existing and proposed utilities. The preliminary construction plans shall
indicate location of existing/proposed utilities and storm drain lines. The Engineer shall
receive written approval of the Phase 2 plans from the City's project manager before
proceeding with Phase 3.
PHASE 3
13) Final Construction Plans
The Engineer shall furnish five (5) copies of the final construction plans and contract
specifications for review by the City.
14) Detailed Cost Estimate
The Engineer shall furnish four (4) copies of detailed estimates of probable construction
costs for the authorized construction project, which shall include summaries of bid items
and quantities.
15) Plans and Specification Approval
The Engineer shall furnish an original cover mylar for the signatures of authorized City
officials. The Contract Documents shall comply with applicable local, state and federal
laws and with applicable rules and regulations promulgated by local, state and national
boards, bureaus and agencies. The Engineer shall receive written approval of the
Phase 3 plans from the City's project manager before proceeding with Phase 4.
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PHASE 4
16) Final Approved Construction Plans
The Engineer shall furnish 45 bound copies of Phase 4 final approved construction
plans and contract specifications. The approved plans and contract specifications shall
be used as authorized by the City for use in obtaining bids, awarding contracts, and
constructing the project.
17) Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the
bidding documents, and assist the owner in determining the qualifications and
acceptability of prospective constructors, subcontractors, and suppliers. When substitu-
tion prior to the award of contracts is allowed by the bidding documents, the Engineer
will advise the owner as to the acceptability of alternate materials and equipment
proposed by the prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received for the
construction of the project and shall make a recommendation of award to the City.
19) Prebid Conference
The Engineer shall attend the prebid conference and the bid opening, prepare bid
tabulation sheets and provide assistance to the owner in evaluating bids or proposals
and in assembling and awarding contracts for construction, materials, equipment, and
services.
PHASE 5
20) Preconstruction Conference
The Engineer shall attend the preconstruction conference.
21) Construction Survey
The Engineer shall be available to the City on matters concerning the layout of the
project during its construction and will set control points in the field to allow City survey
crews to stake the project. The setting of line and grade stakes and route inspection of
construction will be 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.
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23) Shop Drawing Review
The Engineer shall review shop and erection drawings submitted by the contractor for
compliance with design concepts. The Engineer shall review laboratory, shop, and mill
test reports on materials and equipment.
24) Instructions to Contractor
The Engineer shall provide necessary interpretations and 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 "Al"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
Sanitary Sewer Extension to Serve Walsh Ranch
Phases IA, IB, and ID
Project No. PS46- 070460140290
DOE No. 4159
PHASE 1 - DESIGN SERVICES: SEWER PIPELINE
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes the design of approximately 15,0001f of 12"-30"diameter
sewer. This project will begin, on the downstream end, at a connection point to the existing
sanitary sewer M — 450 (approx. station 31+41) and continue north along Mary's creek. The
project will terminate on the upstream end near the eastern boundary limits of Walsh Ranch with,
connection points to sewer phases IC and II. Upon receipt of Notice to Proceed, the ENGINEER
will perform the following tasks:
PART A— PRE-ENGINEERING
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. These include the following:
One (1) pre-design kick-off meeting, including representatives from the City
of Fort Worth and the design consultants working on other phases of the
project.
Information meeting with property owners along proposed route.
One (1) review meeting at completion of the City's review of the Route
Study.
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b. Coordination with Other Agencies
During the Route Study phase the ENGINEER shall coordinate with utilities,
including utilities owned by the City and City of Fort Worth. These entities shall also
be contacted if applicable, to determine plans for proposed facilities. The
information obtained shall be shown on the Route Study. 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 make application for
permits from TxDOT and Corps of Engineers and submit such forms to the City.
City shall be responsible for forwarding the forms to the affected agencies for
execution.
2. Monthly Progress Report -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 reports as required under Attachment B of the
contract.
3. Corps of Engineers Section 404 Permit
a. Wetland Delineation — Utilize available topographic maps, aerial photos, soil survey, ,
etc to develop a base map of the project area. Identify and map hydric soils specific
vegetation communities, 100-year floodplain and wetlands. Cornpile information to
base map. Conduct site observations and coordinate with Corps of Engineers. Prepare
wetland delineation map.
b. Section 404 Nationwide 12 permit — prepare documents for Nationwide 12 Permit.
Coordinate with Corps of Engineers. This scope does not include preparation of an
Individual permit or mitigation.
4. Archaeological Survey
a. Obtain Archaeological Survey permit from Texas Historical Commission
b. Conduct records search to determine if cultural resources have been recorded in the
vicinity of the proposed project.
c. Conduct on-the-ground pedestrian survey of the pipeline route. Conduct about 30
shovel test along the route. Artifacts recovered from these excavations will be
analyzed and prepared for permanent curation.
d. Prepare a written report to be submitted to the Texas Historical Commission (THC).
Revise report, if necessary, following review by the THC and the City of Fort Worth.
Submit 20 copies of the final report to the THC and 3 copies to the City of Fort Worth.
5. Geotechnical Investigation
a. Field Investigation — Conduct fifteen (15) borings to an average depth of about 20
feet below grade. The location and depth will be determined based on City approved
alignment.
b. Laboratory Investigation- Evaluate soil engineering properties and physical
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properties of the soil. Classify soils according to the United States Classification
using classification tests. These tests will include natural moisture content, dry unit
weights, and the liquid and plastic limits. The undrained sheer strengths of the
cohesive soils will be determined by hand penometer tests and confirmed with
unconfined compressive strength testing.
c. Engineering Analysis — Document the results of the field and laboratory work.
Provide engineering recommendations for design and construction of proposed
pipeline.
PART B - CONSTRUCTION PLANS AND SPECIFICATIONS
1. Route Study Phase
a. Route Study Base Map — The Engineer will prepare a base map for all sewer
phases that will contain: property ownership information (from tax records),
floodplain, existing sewer mains from City mapping files, aerial photos, Walsh
Ranch concept plan, and other available information. This base map will be
provided to all firms for their use in finalizing routes in their phases.
b. Route Study -The ENGINEER will meet with affected parties as outlined in Part A
above to gather information pertinent to the alignment of the proposed sanitary
sewer improvements for phases IA, IB and ID. Engineer will evaluate up to a
maximum of three alternatives horizontally and provide a vertical profile of the
preferred alternative. These alternatives will be evaluated using a scale of 1"=200'
with areas of interest enlarged as needed.
c. Project Coordination —the Engineer will perform the following services in an effort
to coordinate with all consultants working on providing Sanitary Sewer Service to
the Walsh Ranch:
1. Schedules - coordinate all schedules and codify into one master schedule.
Schedule will be updated on a monthly basis.
2. Surveys — Set control network for horizontal and vertical control and coordinate
with all Consulting firms working on the Walsh Ranch project for the CITY.
3. Standardization of plans- coordinate with all consultants and prepare
documentation of standards concerning, plan index, standard CAD layering,
details common to all projects, and coordination of design software.
4. Mapping — upon completion of project all sewer project phases will
consolidated into one mapping system for the Cities use in a GIS system. This
mapping will include; 1) sewer line, 2) lift stations and structures, 3) Property
Parcel and Easements, 4) floodplain, 5) roads and 6) project control.
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d. Walsh Ranch Sewer Study - Engineer will review existing Walsh Ranch.sewer
flow studies. These studies will be verified and updated to include the entire
sewer shed. ENGINEER will coordinate with the CITY to verify additional land to
be served beyond the limits of Walsh Ranch and land use projections. Projected
design flows will be broken out into sub-areas (as defined by sewer phases),
calculated and presented in tabular form with an accompanying report.
ENGINEER will provide the CITY with alternative sizing alternatives based on
varying development scenarios.
e. Mary's Creek Water Recycling Center Feasibility Study
1. Prepare for and participate in project start-up meeting. During this
meeting, review and refine project objectives and approach and discuss
information required for this project.
2. Obtain from the City of Fort Worth (City) available information relevant to
this project, including:
a. Projected population, water demand, and wastewater flows.
b. Previous water and wastewater studies in the Mary's Creek
watershed.
c. Wastewater interceptor locations, shown on a map, and their
capacities.
d. Planned future wastewater interceptors and areas to be served.
e. Current perspectives about the rates to be charged for reclaimed
water.
f. Results from interceptor modeling to determine capacity
requirements.
g. Conceptual water treatment processes for proposed water treatment
plant to serve the Mary's Creek watershed.
h. Available aerial photographs and maps.
i. Property records and plats.
3. Select two potential sites for the proposed Mary's Creek Water Recycling
Center (WRC). Perform an investigation of each site using available aerial
photographs, available topographic maps, and field observations made
from public roads. Consider proximity to the general public, environmental
permitting issues, proximity to existing and/or proposed interceptors, and
proximity to receiving water bodies.
4. Assist the City in evaluating the effect of the WRC on needed wastewater
system infrastructure improvements.
a. Identify, in coordination with the City, required interceptor flow modeling
of the Clear Fork and West Fork interceptor systems to update flow
characteristics presented in the 1998 Master Plan. It is anticipated that
this modeling and analysis, to be performed by the City, will involve
updating previous modeling of the Clear Fork and West Fork
interceptor systems to determine existing and projected (2020) dry-
weather and wet-weather peak and average flows. One or more
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additional model runs would be made to determine the effect of up to
two options for diverting and treating wastewater at the WRC. APAI will
provide a request to the City for the modeling and analysis required to
develop this information.
b. Perform, in coordination with the City, the analysis necessary to relate
flow statistics modeled in the Clear Fork and West Fork interceptors
to flows common in the design of wastewater treatment facilities (e.g.,
2-hour peak flow, annual average daily flow, dry weather flow, and
maximum monthly average daily flow).
c. Determine, in coordination with the City, an opinion of the probable
value of the Clear Fork and West Fork infrastructure cost savings
realized by diverting wastewater flow to the WRC.
5. Perform mathematical water quality modeling of the receiving streams for
each potential WRC site. The mathematical modeling would be performed
with an uncalibrated model to develop preliminary impact information. The
mathematical modeling will provide the probable discharge permit
requirements (including BOD, ammonia nitrogen, and dissolved oxygen
and excluding nutrient criteria) for use in identification of treatment
measures in Item 6.
6. Develop treatment processes for each potential WRC site. Develop
process flow schematics and preliminary plant site layouts. Develop an
opinion of probable costs (capital and operation and maintenance) for
each of the treatment processes.
7. For each potential WRC site, make recommendations for dewatering and
disposal of bio-solids and for providing odor control. Develop a
conceptual design and an opinion of probable costs for each site.
8. Develop a conceptual plan for beneficial use of the reclaimed water from
the WRC. The conceptual plan will include provisions for use of
reclaimed water for non-potable purposes (i.e., irrigation of golf courses
and other areas, known commercial or industrial water users, etc.) and
for augmentation of surface water supply. Reclaimed water delivery
system requirements, including pump stations and delivery pipelines, will
be identified in this Item. An opinion of probable costs for each potential
WRC site, including capital and operation and maintenance costs, will be
developed for the reclaimed water conceptual plan. The potential
demand for beneficial use of the reclaimed water would be based on
available studies and other information provided by the City and
developed by this project.
9. Based on the potential demand for reclaimed water identified in Item 8,
analyze proposed water treatment plant capacity requirements (to be
provided by the City) for potential cost savings due to the substitution of
reclaimed water to meet non-potable water demands. The timing of
projected reclaimed water and potable water supply and demand will be
considered in this analysis.
10. Perform an economic evaluation for each potential WRC site. This
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evaluation will include infrastructure savings and potential potable water
treatment savings associated with each viable diversion alternative and
will determine probable capital, operation and maintenance, and unit
costs for each phase of the WRC.
11. Identify and discuss relevant issues associated with implementing the
WRC, including environmental permitting, probable schedule, water
rights, augmentation of potable water supply, off-site odors, and
probable public position.
12. Based on information developed in Items 1 through 11, develop WRC
site selection screening criteria. Using these criteria, select the most
promising WRC site and perform a market analysis to identify the
probable market value of that site.
13. Based on the findings of Items 1 through 12, determine whether a Mary's
Creek WRC is feasible and identify a recommended implementation
date. Develop an Implementation Plan that shows recommended dates
for construction of required facilities and other key items. Present the
Implementation Plan and Schedule in a draft report. Prepare 5 copies
of the draft report, which will include recommendations, schedules, and
opinions of probable costs. Address the City's comments on the draft
report and finalize the report. Provide 20 copies of the final report.
14. Prepare for and participate in up to two progress meetings in addition to
the above project start-up meeting. The final progress meeting will be
used to present the findings of the project.
2. Surveys for Design
a. ENGINEER will perform field surveys to collect horizontal and vertical elevations
and other information which will be needed for use by the ENGINEER in design
and preparation of plans for the project. Information gathered during the survey
shall include topographic data, elevations of sanitary and adjacent storm sewers,
rim/invert elevations, location of buried utilities, structures, and other features
relevant to the final plan sheets. Specifically the design survey will include the
following:
1. ENGINEER will obtain permission for surveying through private property.
A topographic survey will be prepared along the route 50 feet left and right
of the proposed centerline. Existing features will be tied including fences,
buildings, power poles, grade breaks, visible utilities and creeks.
2. Up to fifteen boreholes will be staked for the geotechnical investigation.
Horizontal and vertical information will be provided for each borehole.
3. Property corners will be tied along the route as necessary to establish
existing property boundaries.
4. Documentation for up to 10 permanent easements with adjacent
temporary construction easements will be prepared. The easement
documents will be prepared in the City of Fort Worth format and include
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metes and bounds descriptions and sketches. Temporary construction
easements will be included on the sketch and metes and bounds
descriptions will be provided.
b. Engineer Will Provide The Following Information:
All plans, field notes, plats, maps, legal descriptions, or other specified documents
prepared in conjunction with the requested services shall be provided in a digital
format compatible with the electronic data collection and computer aided design
and drafting software currently in use by the CITY. All text data such as plan and
profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the
American Standard Code for Information Interchange (ASCII) format, all drawing
files shall be provided in Microstation Version 5.0 (DGN) or Autocad (DWG or
DXF) format (currently 2000), or as otherwise approved in writing by the CITY, and
all data collected and generated during the course of the project shall become the
property of the CITY.
The minimum information to be provided in the plans shall include the following:
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, 518" 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 and 2 bench marks per sheet.
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 property owners
of the project in writing. The notification letter shall be on company letterhead and
shall include the following: project name, limits, DOE project no., Consultant's
project manager and phone no., scope of survey work and design survey
schedule. The letter will be reviewed and approved by the City prior to distribution.
3. Preliminary Engineering
Upon approval of Part B, Section 1, ENGINEER will prepare preliminary construction plans
as follows:
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a. Overall sanitary sewer layout sheets and an overall easement layout sheet(s).
b. Preliminary project plans and profile sheets which show the following: Proposed
sanitary sewer plan/profile and recommended pipe size, pertinent information
needed to construct the project. Legal description (Lot Nos., Block Nos., and
Addition Names) along with property ownership shall be provided on the plan view.
C. Existing utilities and utility easements will be shown on the plan and profile
sheets. ENGINEER will coordinate with utility companies and the City of Fort
Worth to determine if future improvements are planned that may impact the
project.
d. The ENGINEER shall make provisions for reconnecting 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 sanitary sewer main or lateral is changed, provisions will be
made in the final plans and/or specifications by the ENGINEER to relocate all
service lines which are connected to the existing main and connect said service
lines to the relocated main.
e. The ENGINEER will prepare standard and special detail sheets for sewer
construction that are not already included in the D-Section of the City's
specifications. These may include connection details between various parts of
the project, tunneling details, boring and jacking details, waterline relocations,
details unique to the construction of the project, trenchless details, and special
service lateral reconnections.
f. Right-of-Way Research
The ENGINEER will conduct preliminary research for availability of existing
easements where open-cut construction or relocation of existing alignments is
probable. Temporary and permanent easements will be appropriated based on
available information and recommendations will be made for approval by the City.
g. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and rights-of-entry will be in
conformance with "Submittal of Information to Real Property for Acquisition of
Property".
h. Utility Clearance Phase
1. The ENGINEER will consult with the City's Water Department, Department of
Engineering, and other CITY departments, public utilities, private utilities, and
government agencies to determine the approximate location of above and
underground utilities, and other facilities that have an impact or influence on
the project.
2. ENGINEER will design City facilities to minimize conflicts with existing utilities.
3. 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
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companies, which have facilities within the limits of the project.
i. Preliminary construction plan submittal
1. Preliminary plans and specifications shall be submitted to City within 180
calendar days after approval of Part B, Section 1.
2. 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:
i, Cover Sheet
ii. Layout Sheet
iii. Easement layout (if applicable)
iv. Plan & Profile Sheets
v. Standard Construction Details
vi. Special Details (If applicable)
3. 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.
j. Review Meetings with City
The ENGINEER shall meet with CITY to discuss review comments for preliminary
submittal. The CITY shall direct the ENGINEER in writing to proceed with Final
Design for Final Review.
k. Public Meeting
After the preliminary plans have been reviewed and approved by the CITY,
ENGINEER shall prepare exhibits and attend public meeting to help explain the
proposed project to the residents. The CITY shall mail the invitation letters.
I. Geotechnical Investigation
1. Experienced drillers and technicians will evaluate subsurface conditions with a
total of 15 sample borings to depths of 15' below existing grades.
2. Laboratory services shall include: moisture content and soil identification, liquid
and plastic limits determination, unconfined compression
M Storm Water Pollution Prevention Plan (SWPPP)
Engineer will prepare the SWPPP required for the project for use by the contractor
during construction. The City of Fort Worth's example will be used as a template.
Engineer will prepare drawings and details for proposed SWPPP improvements
that the Contractors must use during construction. Contractor shall be responsible
for filing the SWPPP plan with the appropriate regulatory agencies.
4. Final Engineering Plan Submittal
a. Final Construction Documents shall be submitted to CITY 180 calendar days after
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approval of Part B, Section 2.
Following CITY approval of the recommended improvements, the ENGINEER shall
prepare final plans and specifications and contract documents to CITY (each
sheet shall be stamped, dated, and signed by the ENGINEER) and submit two (2)
sets of plans and construction contract documents within 15 days of CITY's final
approval. Plan sets shall be used for Part C activities.
b. Easement Acquisition
OWNER CONTACT- Each owner will be contacted to inform them of the project
and seek right of entry for surveying as well as environmental and geo-technical
work to be performed on the property.
APPRAISAL/MARKET STUDY: The ENGINEER's agent shall provide Market
Study with price ranges to be approved by the City of Fort Worth prior to
negotiations with the property owners. The Market Study will be completed by
an independent appraiser who will also complete the appraisals is such are
necessary. If negotiations are not successful based on these ranges, the City
may authorize the independent appraiser under the management of the
ENGINEER'S agent to provide an appraisal of the property to use in further
negotiations. The fixed fee presented in Exhibit "B-3C" includes the Market
Study, Negotiations, and Project Management. The appraisal fee and
condemnation fee are listed separate in Exhibit "13-3C". If the Appraisal is not
necessary on a particular property, the City will not be billed for that parcel. The
fixed fee presented in Exhibit "B-3C" also provides for the Appraiser to be
present and testify at condemnation proceedings if requested by the City. The
fee is based on the assumption that approximately 3 hours of the Appraiser's
time will be spent attending and testifying at the hearing. If the Appraiser's
assistance with the condemnation proceedings is not necessary, the City will not
be billed for that parcel. Should additional time be required, the Appraiser's fee
would be based on their hourly rate.
The appraisals and Market Study will be prepared by State Certified appraisers
in accordance with the Uniform Standards of Professional Appraisal Practice
(USPAP). The appraisals will be suitable for use in condemnation proceedings if
necessary. The ENGINEER's agent will present to the City of Fort Worth a copy
of the appraisals for the City's approval.
TITLE INFORMATION: This contract assumes that Title Policies will be
purchased.
The ENGINEER's agent shall review liens or other exceptions reported in the
Title Commitment. The ENGINEER's agent shall be responsible for the
determination of the location and the effect of any utility easements. The
ENGINEER's agent shall report the results of the Title Commitment to the City,
recommending the disposition of the exceptions. The decision whether the
reported exceptions are acceptable or must be eliminated will be the
responsibility of the City. Any action required to clear title is not included in the
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Scope of Work for this project, and if this task is necessary, will require an
amendment to the contract.
RECOMMENDED NEGOTIATING PRICE: The offer to purchase the properties
will be based on the Market Study and/or Appraisals as indicated above. The
City will approve the value to be used in negotiation and the range of negotiating
authority to be given to the ENGINEER's agent
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
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 bid phase including
preparation and delivery of addenda to plan holders and responses to
questions submitted to the Department of Engineering 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.
CADocuments and Settings\rpenaWly Documents\My Documents\proposals\walsh ranch\Exhibit A-1.doc
EA1-11
Exhibit B-1
(SUPPLEMENT TO ATTACHMENT "B")
METHOD OF PAYMENT
Sanitary Sewer Extension to Serve Walsh Ranch
Phases IA, IB, and ID
Project No. PS46- 070460140290
DOE No. 4159
I. Method of Payment for Lump Sum Compensation
The ENGINEER shall be paid in seven partial payments as outlined below:
The ENGINEER shall be paid in four partial payments as outlined below:
Partial Payment Number 1, which shall be equivalent to30% of the total lump
sum fee, shall be payable after submittal of draft copy of studies outlined in
Study Phase of Exhibit "A-1", Part B Section 1.
Partial Payment Number 2, which shall be equivalent to 40% of the total lump
sum fee, less previous payment, shall be payable after submittal of final copy of
studies outlined in Study Phase of Exhibit "A-1", Part B Section 1.
Partial Payment Number 3, which shall be equivalent to 50% of the total lump
sum fee, less previous payments, shall be payable after topographic surveys for
design are completed as outlined in Exhibit "A-1", Part B Section 1.
Partial Payment Number 4, which shall be equivalent to 70% of the total lump
sum fee, less previous payments, shall be payable after submittal of preliminary
plans and easement requirements as outlined in Exhibit "A-1", Part B, Section 2.
Partial Payment Number 5, which shall be equivalent to 85% of the total lump
sum fee, less previous payments, shall be payable after submittal of final plans
as outlined in Exhibit "A-1", Part B, Section 3.
Partial Payment Number 6, which shall be equivalent to 95% of the total lump
sum fee, less previous payments, shall be payable after approval by City of final
plans as outlined in Exhibit "A-1", Part B, Section 3.
Partial Payment Number 7, which shall represent the balance of the earnings,
less previous payments, shall be payable after all the pre-construction meetings
for the project have been conducted.
II. Progress Report
CADocuments and SettingsVpenaNy DocumentsNy Documents\proposals\walsh ranch\E•xhibil B-Ldoc B-1
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 15th 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$2,715,000 (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 the Engineering Department shall suspend all work
hereunder.
CADocuments and settings\rpenaWy DocumentsNy Documents\proposals\walsh ranch\Exhibit B-I.doc B-1
J UL—J 1—w6 07 Jb H1'1 HK�a �v1vry D��.c._+• �.a -.".��.� .
11V1i�J1J"l Lits-}1.R 10001
Taa���sTFn�s
��.x�Fac�r�A�-i�►v
July 30, 2003
Mr. Tony Sholola,P.E.
City of Fort VR'o)th
100 Throckmortz)n St.
Fort Worth,TX 76101
Re: Sanitary Suver Extension to Serve Walsh Ranch
Phsses IA, rB,and ID
Project No. PS46- 070460140290
DOE No. 4159
Dear Mr."Sholola:
TranSystems is pro-scnting this "Letter of Intent" to Arlington Bluelines to provide r
assistance with the above referenced project. The project witl consist of providing
printing services for the above referenced project.
ArIi.ngton Bluel ines will be providing printing for a fee of S 5,000 dollars to be a portion
of the.22% MBE goal.
If you have wi) questions or comments orr require any additional information concerning
this rnattcr please do not hesitate to call.
Sincere Accepting:
TR rans ste rp tion Consultants Ariinbnon Bluelines.
R gional ice President
07/30/2003 15: 30 8172490368 DANIELS AND ASSOC PAGE 02
TaAVVSYSTHA
July 30, 2003
Mr. Tony Sholola, P.E.
City of Fort Worth
100 Throckmorton St.
Fort Worth., TX 76101
Re: Sanitary Sewer Extension to Serve Walsh Ranch
Phases 1A., IB, and ID
Project No. PS46- 070460140290
DOE No. 4159
Dear Mr. Sholola:
TranSystems is presenting this "Letter of Intent"to James Daniel and Associates, Zne to
provide Easetnent Acquisition and Appraisal services for the above referenced project.
James Daniel and Associates will be pro,,7ding the above referenced services for a fee of
$73,750.00 dollars to be a portion of the 22%MBE goal.
If you have any questions or comments or require any additional information concerning
this matter please do not hesitate to call.
Sincere) Accepting:
Trans t rp ration Consultants 4mes Daniels and Associates
Ra en w
Re conal V 'e President
07/30/2003 17: 19 8173359955 A N A CONSULTANTS PAGE 02
r
F-'G�/?AT/OtIV
July 30, 2003
Mr. Tony Sholola, P.E.
City of Fort Worth
1000 T mDockrnorton St.
Fort Worth,TX 76102
Re: Sanitary Sewer Extension to Serve Walsh Ranch
Phases 1A, IB, and ID
Project No. PS46- 070460140290
DOE No. 41.59
Dear Mr. Sholola:
TranSystems is presenting this"Letter of Intent"to A.N.A. Consultants, L.L.C. to
provide assistance with the above referenced project. The project will consist of
providing topographic surveys for the above referenced project.
ANA Consultants will be providing surveying services for a fee of$35,000 dollars to be a
portion of the 22%MBE goal.
If you have any questions or comments or require any additional information concerning
this matter please do not hesitate to call.
Sincerely: Accepting:
TrW/,enj.E.
ration Consultants A.N.A. Consultants, L.L.C.
RaRedent ark N.
lice President
81 /.ij'J`J`. no H N H UUNDUt_I HI`i 1J i num
.nn
VAI 000 vvic Alan rlutlmer Assoc X0112
July 30, 2003
Mr. Tony Sholola,P.E.
City of Fort Wottb
100 Throakmorton St.
Fort Wortb,TX 76I01
Re: Sanitary Sewer Extension to Serve Walsh Ranch
Phases LA,TB,and ID
Projoat No. PS46.070460140290
DOE No, 4159
Dcar Mr. Sholola:
TranSystcros is presenting this "Letter of Intent" to ANA Consultants, L.L.C. to provide
assistance with the above rtferenoed project. The project will consist of assistance in
preparation of an engineering study and report.
ANA Consultants will be providing design services for a fee of$12,000 dollars to be a
portion of the 22%MBE goal. ANA Consultants will be providing these services to Alan
Plummer and Assoc. which is a sub-consultant to TranSystems Corporation.
If you have any questions or comments or require any additional information concerning
this matter please do not hesitate to call.
Sincere Accepting:
'TranS rp ration Congultants ANA Co ultants, L..L.C.
Raul a .E. (�
RegioSnal'Viet resident
Accepting:
Alan Plummer and Associates, Inc
07/30/2003 15: 35 8172490368 DANIELS AND ASSOC PAGE 02
07/30/03 FED 1.6:34 FAX 817 689 0072 Alan Plummer Assoc 0 002
��1P0/?A?7C�ir'�l
July 30,2003
Mr. Tony Sholola, P.E.
City of Fort Worth
100 Throckmorton St.
Fort Worth,TX 261.01
Re: Sanitary Sewer Extension to Serve Walsh Ranch
Phases 1,A., 113, and ID
Project No. PS46- 070460140290
DOE No. 4159
Dear Mr. Sholola:
TranSystems is presenting this "Letter of Intent"to James Danicls and Associates, Inc to
provide Easement Acquisition and Appraisal services for the above referenced project
James Daniels and Associates will be providing appraisal services for a fee of$3,000
dollars to be a portion of the 22%MBE goal. James Daniels and Associates will be
providing these services to Alan Plummer and Assoc. which is a sub-consultant to
TranSysttrns Corporation.
If you knave any questions or comments or require any additional information concerning
this matter please do not hesitate to call.
Accepting:
TmS--ate ration Consultants James Dsniclez and Associates, inc.
Ra Perna ,P.E.
R ional Vice President
Accepting:
Alau Plummer and Assooiates, fnc
c
Exhibit B-2
Hourly Rate Schedule
Sanitary Sewer Extension to Serve Walsh Ranch
Phases IA, IB,and ID
Project No. PS46-070460140290
DOE No.4159
i
Technician V T5 $100.00.
Technician IV T4 $90.00
Technician III T3 $65.00
Technician 11 T2 $60.00
Technician I TI $50.00
Surveyor V S5 $100.00
Surveyor IV S4 $95.00
Surveyor III S3 $70.00
Surveyor II S2 $45.00
Surveyor I St $35.00
Planner V P5 $135.00 ..
Planner IV P4 $100.00
Planner III P3 $80.00
Inspector V 15 $110.00
Inspector IV 14 $85.00
Ins ector Ill 13 $80.00
Ins ector II 12 $65.00
Ins ector 1 11 $50.00
Principal/Engineer V E5 $175.00
Engineer IV E4 $135.00
Engineer III E3 $115.00
Engineer 11 E2 $90.00
Engineer I El $70.00
Clerical III C3 $45.00
Clerical 11 C2 $40.00
Clerical I C t $35.00
Administrator V A5 $258.00
Administrator IV A4 $85.00
Administrator III A3 $65.00
Administrator II A2 $55.00
Administrator I Al $45.00
4 Man Survey Crew 4M $175.00
3 Man Survey Crew 3M $125.00
2 Man Survey Crew 2M $95.00
GPS Survey Crew I M $140.00
Subcontracted labor, material testing equipment, printing and technical photography, and all other direct job expenses to be
paid at cost. Vehicle mileage to be paid at the current IRS rate per mile.
500 West Seventh Street Suite 600 Postal Unit#20 Fort Worth,TX 76102 (817) 339-8950
TZMVSYSTE�
" EXHIBIT B-2A"
(SUPPLEMENTAL TO ATTACHMENT B)
SUMMARY OF DESIGN FEE
Sanitary Sewer Extension to Serve Walsh Ranch
Phases IA, IB, and ID
Project No. PS46- 070460140290
DOE 4159
July 28, 2003
Mr. Tony Sholola, P.E.
Department of Engineering
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102-6311
RE: Walsh Ranch
D.O.E. No. 4159
Sewer Project No. PS46-070460140290
Dear Tony.-
We appreciate the opportunity to present this proposal and fee schedule for your
consideration. Attached please find a construction cost estimate, and exhibit depicting the
scope and limits of work for the sewer line improvements. We propose to complete the
proposed work in accordance with the following fee schedule which includes two public
meeting and exhibits:
Estimated Construction Costs (Sewer line): $2,715,000
Basic Engineering Design Services: (TSPE Curve A 6.75% x 0.85 = 5.7%)
TranSystems Corporation Consultants Fee $ 155,775.00
CADocuments and Settings\rpena\Nty DocumentsNy Documents\proposals\walsh ranch\Exhibit B-2A.DOC
Mr.Tony Sholola,P.E.
July,28,2003
Page 2
Special Services $ 422,495.00
• Easement /Appraisal Services ( Exhibit B-26) $ 73,750.00
• Design Surveys ( Exhibit B-2C,10 Parcels) $ 78,685.00
• Route Study Base Map (Exhibit B-2D) $ 7,300.00
• Geotechnical Investigation (Exhibit B-2E) $ 12,240.00
• Walsh Ranch Sewer Study (Exhibit B-2F) $ 17,250.00
• Consultant Coordination (Exhibit B-2G) $ 59,715.00
• Environmental Documentation (Exhibit B-2H) $ 15,990.00
• Permitting (Exhibit 13-2i) $ 12,800.00
• Water Recycling Center Study (Exhibit B-2J) $ 116,255.00
• Public Meetings (2) $ 1,800.00
• Pre-Construction services(Exhibit B-2K) $ 5,710.00
• Subconsultant Management $ 21,000.00
Reproductions* $ 6,790.00
16 Sets of preliminary plans (util. clear.) $ 800.00
44 Sets of Construction Plans $ 2,500.00
44 Sets of Specifications ($30.00/ea.) $ 2,640.00
Mylar set of final plans $ 850.00
TOTAL LUMP SUM $ 585,060.00
We will be using A.N.A. Consultants to provide surveying services, Arlington Bluelines for
reproductions and James Daniel and Associates for Right —of-Way acquisitions. These firms
will be used to meet MBE goals of 22%.
If you have any questions or require additional information please give me a call.
Sincerely,
TranSystems Corporation Consultants
RauCfena III
Raul Pena III, P.E.
Principal
C.(Documents and Settings lrpena l My DocumentsUfy Doc umentslproposalslwalsh ranchlExhibit B-2A.DOC
Exhibit B- 2B
JAMES DANIELS & ASSOCIATES, INC.
Right-of-Way Services
9239 Vista Way
Fort Worth,Texas 76126
Sanitary Sewer Extension to Serve Walsh Ranch
Phases IA, IB, and ID
Project No. PS46- 070460140290
DOE 4159
COMPENSATION TO THE CONTRACTOR: If the number of the parcels to be appraised or acquired is
reduced, the price per parcel will need to be reviewed. The time required to perform certain of these activities is
not always a function of the number of parcels involved as the costs are often apportioned among all the
appraisals. Therefore, any reduction in the number of parcels involved may actually result in an increase of the
fee. Any adjustment of the fees will be determined through negotiations between the Engineer and the
Contractor.
In the event the SCOPE OF WORK as described above is expanded from the total number of parcels or the
number of relocations or any type of the City or Engineer requests extra work be performed in addition to that
defined in the above Scope Of Work, the expanded or extra work will be paid for as Additional Services.
Compensation for additional services as previously defined shall be based on actual hourly rates and costs in
accordance with the schedule shown in the section entitled Compensation For Additional Services.
PROJECTED NOT TO EXCEED FEE:
10 Parcels @$4,250/PARCEL OR
$42,500(lnclusive of Market Study)
Appraisals(If Necessary)-$2,750/PARCEL OR $27,500
This proposal does not include the area within the Walsh Ranch Development. It is assumed that the City of
Fort Worth will acquire this area. The proposed fee does not include any costs paid for the properties acquired,
incidental expenses, (filing fees and copies of documents), title examinations, or attorney expenses or court
costs, all of which will be borne by the City or others.
PROJECT CLOSURE: Upon completion of the project(s), the Contractor will be responsible for the delivery of
the files to the City. A final list of property owners, with names and addresses, will be submitted with these files.
COMPENSATION FOR ADDITIONAL SERVICES: Compensation to the Contractor for additional services as
previously defined shall be based on actual hourly rates and costs in accordance with the schedule shown
below.
Staff Appraiser $125.00 per hour
Director $ 53.25 per hour
Senior Right-of-Way Agent $ 47.00 per hour
Landman $ 35.00 per hour
Secretary $ 25.00 per hour
Mileage Current IRS rates
Office Expense (Telephone, Actual cost
copies, postage, etc.
Travel Expense over night Actual cost
Testimony in court and/or Commissioner Hearings and preparation will be billed at the rate of $125.00 per hour.
Exhibit B-2C
Walsh Ranch
Surveys
29-Jul_-03
Project: Walsh Ranch
HOURLY RATE WORK Total
Estimated Manhours Cost
Proi. Proi. RPLS CADD Survey Survey Estimate
WORK TASK DESCRIPTION Prinicipal Mpr. Enqr. Tech. GPS Crew Clerical (b)
150.00 135.00 105.00 95.00 70.00 140.00 125.00 40.00
Topographic Surveys
Right-of-Entry 14 $ 1330.00
Field Topo 130 172 $ 39 700.00
utility Coordination 5 $ 475.00
Reduction Mapping 20 100 $ 8 900.00
Supervision 30 $ 2850.00
sub-total $ 53 255.00
Easement Surveys
Research 10 $ 950.00
Wortvng Sketch 20 $ 1.900.00
Field Ties 70 $ 9,800.00
Easement Preparation 40 50 $ 7,300.00
Set Comers 32 $ 4,480.00
Sub-total 24 430.00
ReimDursaDIBS
Mileage $ 900.00
Supplies(concrete monuments,stakes,misc)
$ 100.00
sub-total 1,000.00
Total $ 78 685.00
Fee does not Include:
Fees to property owners for Right-of-Entry
PAGE'l
Exhibit B•2D
Walsh Ranch
Preliminary Route Study for"Kick-Off'Meeting
29-Jul-03
Project: Walsh Ranch
HOURLY RATE WORK Total
Estimated Manhours Cost
Proj. Proj. Design CADD Survey RPLS Estimate
WORK TASK DESCRIPTION Prinicipal Mgr. Env. Engr. Tech, Crew Clerical ($)
150.00 135.00 105.00 95.00 90.00 125.00 90.00 40.00
Preliminary Route Study 8 20
Base Map 24 $ 2,160.00
Parcel map research (Tarrant and Parker Counties) 6 $ 540.00
Preliminary Research(Field Visits,City files,utilities) 8 12 $ 1,920,00
Route Map 4 8 12 4 $ 2,680.00
sub-total $ 7,300.00
Fee does not include:
Surveying of Existing Sewer Mains
PnGL I
TERRA-MAR
Consulting Engineers-Geotechnical•Environmental•Construction Materials Testing
DALLAS•FORT WORTH•HOUSTON•AUSTIN
Exhibit B-2E
July 8, 2003
TMI No. P03-2171 FE
TranSystems Corporation Consultants
500 West Seventh St., Suite 600
Fort Worth, Texas 76102
Attn: Mr. Kent A. Lunski, P.E.
Re: Geotechnical Investigation
Walsh Ranch Phase 1A, 1 B, 1 D
Fort Worth, Texas
Dear Mr. Lunski,
Terra-Mar Inc. (TMI) is pleased to submit this cost estimate and scope of services to provide
Geotechnical Engineering Services for the proposed project. The following describes our
understanding of the project and the proposed scope of services to be provided.
Project Description and Purpose
The project consists of the installation of 54-inch, 48-inch and 24-inch diameter, 15,500 foot
long sanitary sewer pipeline. The sanitary sewer main alignment is generally located north of
the 1.H. 30 and 1.H. 20 Junction in West Fort Worth.
The purpose of the proposed investigation will be to evaluate subsurface conditions along the
alignment; provide recommendations regarding pipe embedment and design of the structures;
and evaluate the corrosion potential on concrete structures and pipes.
Geotechnical Field Investigation
Based on TMI's site vicinity experience the site is located in the Goodland Limestone Formation.
This formation consists of highly active clays overlying limestone.
In accordance with your request, a total of 15 borings are planned. Boring depths are
anticipated to extend about 20 feet below existing grade. The general boring locations and
depths have been selected by TranSystems. The boring depths have been selected to provide
a depth of exploration to a minimum depth of 5 feet below the bottom of the pipe and/or
structure.
All soils will be sampled using Shelby tube samplers in clays and split spoon samplers in
predominately granular soils. The underlying rock formation will be evaluated with a TxDOT
Cone Penetrometer Test.
2400 Gravel Drive, Bldg.25, Fort Worth,Texas 76118 Phone: 817-284-9363 Fax: 817-284-9430
TERRA-MAR
TMI Proposal No.P03-2171 FE,July 8, 2003
Page 2 of 4
Very hard rock layers ranging from 3 to 5 feet thick are present in this formation. If auger drilling
techniques are not able to penetrate the very hard resistant rock, the rock layer will be cored
using a doubble tube, N/X-size barrel fitted with a diamond cutting bit.
Groundwater measurements will be taken at the completion of drilling operations and the
borings will then be backfilled at completion. TMI will perform the staking of the borings and
clearance of underground utilities, and will provide appropriate traffic control measures. If
required, the ground surface elevation at each borehole location will be determined by others, or
estimated based on topographic maps provided by the design team.
Laboratory Investigation
The objective of the laboratory-testing program will be to evaluate engineering properties and
parameters required for the design and construction of the proposed project elements. Physical
properties of the soil as well as data necessary for classification by the Unified Soil
Classification System (USCS) will be determined by classification tests. These tests will include
the determination of natural moisture contents, unit dry density, percent passing No. 200 sieve
and Atterberg limits.
Undrained shear strengths of clayey soils will be evaluated by hand penetrometer tests, and
confirmed by unconfined compressive strength testing. The results of all of these tests will be r
included at the appropriate depths on the boring logs and figures.
Resistivity and corrosion tests (including sulfide, sulfate, pH tests and oxidation/reduction) will
be performed on selected soil samples to evaluate their potential for corrosion of concrete and
metal.
Geotechnical Engineering Analyses and Report
The results of the field and laboratory investigation will be presented in a geotechnical
engineering report which will include a plan of the borings, logs of the exploratory borings, and
the results of the laboratory testing program. The report will address the following topics:
• A detailed description of subsurface and groundwater conditions at the boring locations,
and their effect on design and construction, including a description of the soil
stratigraphy, underlying rock formation, and any noteworthy geologic conditions;
• The effects of groundwater on the design and installation of the project elements-,
• Recommendations regarding pipe embedment and trench construction;
• Recommendations for foundation types, depths and design parameters (I.E. Allowable
Bearing Capacity) for the below grade structures;
• Estimation of modulus of subgrade reaction of enveloping earth (Including Ka and Kp);
• Lateral earth pressures for the design of the below grade walls;
• Maximum excavation slopes; and
• Corrosion potential of subgrade materials.
TMI will remain available for consultation as the project progresses.
TERRA-MAR
TMI Proposal No.P03-2171 FE,July 8,2003
Page 4 of 4
SCHEDULE AND BUDGET ESTIMATES
GEOTECHNICAL INVESTIGATION
WALSH RANCH PHASE 1A, 1B, 1D
FORT WORTH, TEXAS
Task Estimated Cost Per Estimated
Description Number Units Unit Cost
Geotechnical Field Investigation
Drilling Rig Mob./Demob. 1 trip $175.00 $175.00
Intermittent Soil Sampling 270 foot $12.00 $3,240.00
Intermittent Soil Sampling (ATV ) 30 foot $14.00 $420.00
Traffic Control 5 hours $50.00 $250.00
Field Coordination 16 hours $65.00 $1,040.00
Utility Clearance 16 hours $65.00 $1,040.00
SUBTOTAL—FIELD INVESTIGATION $6,165.00
Laboratory Investigation
Liquid and Plastic Limits 20 each $40.00 $800.00
Moisture Content 20 each $4.50 $90.00
Unconfined Compression, Soil 15 each $35.00 $525.00
Soil Unit Weight 15 each $15.00 $225.00
Corrosion Testing 3 each $160.00 $480.00
SUBTOTAL—LABORATORY TESTING $2,120.00
Geotechnical Engineering and Report Preparation
Graduate Engineer, Laboratory Classification 5 hours $70.00 $350.00
Graduate Engineer, Report 24 hours $70.00 $1,680.00
Senior Engineer, Report 16 hours $95.00 $1,520.00
Drafting 3 hours $35.00 $105.00
SUBTOTAL—ENGINEERING $3,655.00
TOTAL $11,940.00
Contengency Fee
Rock Coring Sur Charge 50 foot 8.00 $400.00
Exhibit B-2F
Walsh Ranch
Sanitary Sewer Studies
29-Jul-03
Project: Walsh Ranch
HOURLY RATE WORK Total
Estimated Manhours Cost
Proj. Proj, Design CADD Survey RPLS Estimate
WORK TASK DESCRIPTION Prinicipal Mgr. Engr. Engr. Tech. Crew Clerical ($)
150.00 135.00 105.00 95.00 90.00 125.00 90.00 40.00
A. Proposed Sewers to Serve Walsh Ranch
Analyze existing Walsh Ranch study 4 12
$ 1,860M
Drainage Basin Analysis 4 36 1 8
$ 5,100.00
coordination w/Team members
6 2 $ 1,110.00
Pesentation and altemoves 2 16 12 4 $ 3,220M
Preliminary Cost Estimates 4 8
Preparation of Report 4 24 12 8 $ 4,520M
sub-total $ 17 250.00
Fee does not Include:
Surveying of Existing Sewer Mains
ILI I
PAG},I
Exhibit B-213
PROPOSED FEE
Consultant Coordination Services
29-Jul-03
Project: Walsh Ranch
HOURLY RATE WORK Total
Estimated Manhours Cost
RPLS Survey Survey CADD Survey Estimate
WORK TASK DESCRIPTION Prinicipal GPS Crew Tech. Tech Clerical ($)
150.00 95.00 140.00 125.00 90.00 70.00 40.00
A. Scheduling
Master Schedule 20 8 $ 3,320.00
Coordination/Tracking of Consultants 48 $ 7,200M
Monthly progress reports 48 8 $ 7,520.00
subtotal $ 18 040.00
B. Surveys(Control for all phases)
Research/Recon 8 8 8 $ 2,320.00
GPS Static Session 2 48 6 $ 7,330.00
Post Process 5 15 $ 1,525.00
Control Data Sheets 8 $ 560.00
Vertical loop for City Datum a 4 $ 1,360.00
Supervision 12 12
$ 2,940.00
sub-total $ 16 035.00
C. Standardization of plans
Index 2 24 $ 2,460.00
Establish standard layering and CAD Drafting criteria(Autocad 2 40 $ 3,900.00
and Microslalion
Software coordination 2 30 $ 3,000.00
sub-total $ 9 360.00
D. Easements
Spredsheet of status 16 8 $ 3,120.00
Monitoeng and updates 40 8 $ 6,320.00
sub-total $ 9,440.00
E. Mapping of Sewer System
Sewer line•structures-lift stations,etc 8 24
$ 3,360.00
Property parcels and easements
4 12 $ 1.680.00
Floodplain q
$ 360.00
Roads/streets 12 $ 1,080-00
Control q
$ 360.00
sub-total $ 6,840.00
TOTAL_ $ 59 715.00
Fee does not Include:
Coordination of permitting
Standardization of specifications
P,1GL i
Exhibit B-2H
Walsh Ranch
Environmental Documentation
29-Jul-03
Project: Walsh Ranch
HOURLY RATE WORK Total
Estimated Manhours Cost
Proi. Proj. Design CADD Survey RPLS Estimate
WORK TASK DESCRIPTION Prinicipal Mgr. Engr. Engr. Tech. Crew Clerical (s)
150,00 135.00 105.00 95.00 90.00 125.00 90.00 40.00
Wetiand determination 2 30 16 4 $ 5,050.00
Archaeology Surveys $ 71500.00
Erosion Control 1 SWPPP 16 16 8 $ 3.440.00
sub-total $ 15 990.00
Fee does not include:
Mitigation
PAGE
Exhibit B-2i
Walsh Ranch
Permitting
29.)u1-03
Project: Walsh Ranch
HOURLY RATE WORK Total
Estimated Manhours Cost
Proj. Proj. Design CADD Survey RPLS Estimate
WORK TASK DESCRIPTION Prinicipal Mgr. Engr. Engr. Tech. Crew Clerical ($)
150.00 135.00 105.00 95.00 90.00 125.00 90.00 40.00
Corps of Engineers permit application 2 20 24 2 $ 4.640.00
TxDOT perm it application(2 locations) 2 16 16 2 $ 3,500.00
Tarrant Regional Water District 2 12 4 2 S 2,000.00
Pipeline Company 2 8 16 2 $ 2,660.00
subtotal $ 12 800.00
Fee does not Include:
COE wetland mitigation
More then 1 pipeline company
Pnt;l.I
Exhibit -
City of Fort Worth
Feasibility Study-Mary's Creak WRC
Feasibility Study-Mary's Creek WRC
Project No.I
L-12(Ph...)No.and D.—Ipti- P,1n.lp.l Sr.Pro)Mg, P,.J mgr 1 Pro)Eng, Tecbnlcl—I Clerical CC Total Labor P.—t of
Lvvar 3(Task)No Ind Desohpi- (h,$) (h,.) We) (h,.) (hr.) (h,.) (h,.) ._ Fee($311) Torsi Fee
Feasibility Study-Mary's Crook WRC 60 i 119 f 126 356 85 62 i 16 1112-3 f$ 96,516 100.0%
A F!mslbillty.Sh,dy 60 lia 126 356 as 82 0 777 3 $2,352 92-6%
.. ... W 26 3 3,248 3,41A
.............. _L2
IS_ 1.096 1.1-A
..........
17 3 i.w 1.9-A
*.Mi.* ,
10-- 3 1.294
ig,x
. 10 s 1.m 11%
..... X, K�w
20 3 2.166 2.3%
164 ^s 18.928 19.6%
......... 124 S 14.656 15.2%
............
z5n...
- -------
..........
21 2.526 2.6%
---
e. 8,190
32 $ 3,!U 4,1%
4.344 45%
..........
"X" 0
ti,... .......... 24 IS 2.944 3.1%
................
A;f:y orfx�
X
141 4 eel 154%. ..
X•
-X ...................
X 56307 64%
8 L.-I 2(Phase)N... 0 0 0 0 0 0 a 0 a
X.
0 3 00%
.............. 00%
0 9
..............:-
..............
0 s 00%
g,
0
3
0
...................$...............
33
C Le-1 2(Phase)Name 0 0 0 0 0 0 0 0 �111 0.0%
X... 0 3 00%
0 s 00%
0�
%............
0 3— oox
—
%X:
0 L-1 2(Phase)N.— 0 0 0 0 0 0 0 0 a 0.0%
0 S
... .... 00%
d
X . ....
...... 00%
K:�
.. .....................................
.. .............. .. ..........
....................... 0
00%
0 S 00%
...........2:;?. .. __00%i
.......... 0 5
............
PM ADMINISTRATIVE10C TASKS 0 0 0 0 Is 47 f 7.295 7.6%
1 Q.,lhly Control
......................
.................... .. to 2800 21-
I............
- --�G ..............
X,
...... . ...... .............. 1 3 .495
4. .. ........ ....
�: 31 ........... ..... ........ 47%
2 M-9-1 ............. ............. ..... .. ...... ..............
TOTAL LABOR
Total L,l,o,H,,,, so 119 126 35a as 62 Is
T.1.1 L.loo,Am—t a 100.0%
Labor RIt..per Ho- S200 3145 3131 $104 182 $66 3175
Total Amounts by Labor Category S 12,000 $ 17.255 1 16.504 3 37.024 S 5.270 1$ 4.092 S 2,600
LaLabor Cat"oy Percentnt of Total Labor 12.4% 17.9% 17.1% 38.3% 7.2% 4 2% 2.9% 1 100.0%
TOTAL EXPENSES f—b-1,d—n below)
Total S.lx.o Iran,. $ 17.250
Total
Ral.b.—bl.. % 2,358
Total F.Pn... $ 19,608
GRAND TOTAL-Feasibility Study-Mary's Creek WRC $ 116,255
SUBCONSULTANT EXPENSES REIMBURSABLE EXPENSES
Code: 0—Apal" B.dget(St) Markup F—(S%S) Code -0—dpti..
.Bdg.t($%): M.Aup I F—(111111)
CA Ach..cl Ca...ft..� S RA ;Labo,at 11515
CC ANA C.--.1, s
-5 1 13800 RC C—P.I.,
CE Elcl—I C-S.ha., :%X ::*: 115 S - RH s
CG Gli.tih:b—1 Co—fl.nl Its S RI I,douse Repwd 151 s 230
9m =MechanrcalC-0-t ::;;1 IIS 9 AL Tele bane 15 S
Long 0,slance T
Co t15 S 3150 MA 151.3 133
C.n,.ft.nt S
C� 1 5 Clh.,E.p�....
CY S—ity.h2c.—Raul 115 1 RP P-1...ds—it. 115,S
100 S RR 'Re .d—,on lSf 3� 345
�Z_
C, I's 3 RS ;Sh pp,,g,0.,w...q.7. Postage 115 5
CZ 5 R7
5 T—.1 M..I,.Le 1t5.3*
Lodge
1 15 3 RU n. 1 15.3 I'aw
......K.--,- I . ,
..... .........
C3 .........
..... ....... .. ......
............. .......
C,
...... I is I RI 1 15._3_—
_
...... .... .
113^f R2 1 15:S
C
TOTAL.I.I.r..SULTANT EXPENSES•• I a •15.000 i S 17.250 TOTAL REIMBURSABLE EXPENSES S 2.0311
IC 10-1-11 and S,",ng,,p,,,-,0,,,-,nl,-,0*,,-,nl,l......alll-Ils'l—WIPI—ell],dgel—MBER—sed alsJProj,d I 07r2=3
Exhibit B-2K
Walsh Ranch
Preconstruction Services
29-Jul-03
Project: Walsh Ranch
HOURLY RATE WORK Total
Estimated Manhours Cost
Proj. Proj. Design CADD Survey RPLS Estimate
WORK TASK DESCRIPTION Prinicipal Mgr. Engr. En9r. Tech. Crew Clerical ($)
150.00 135.00 105.00 95.00 90.00 125.00 90.00 40.00
Bid opening 4
2 $ 620.00
Bid Tabulation 4 4 $ 700.00
Pre-ConstrUd,on Mlg 1 4 2 $ 770.00
Finallnsoection 2 8 2 $ 1460.00
Record Drawings 8 12 $ 2,160.00
sub-total $ 6,710.00
PAGE L
EXHIBIT "B-3A"
SUMMARY OF TOTAL PROJECT FEES
Sewer Main Extension To Serve Walsh Ranch
Phase IA,IB, & ID
DOE No. 4159
Sewer Project Nos. PS46-070460140290
Scope of Services Total Fee M/WBE %
Sanitary Sewer Design $ 585,060.00 $ 128,750.00 $ 22.0
Water Design Fee = $0 Sanitary Sewer Design Fee = $ 585,060.00
Tier Proposed M/WBE Sub-consultants Services Fees % of Total
1 ANA Consultants Surveying $ 35,000.00 $ 6.0
1 Arlington Reproduction $ 5,000.00 $ 0.9
1 James Daniels & Assoc. Acquisition $ 73,750.00 $ 12.6
2 James Daniels & Assoc. (Plummer) Acquisition $ 3,000.00 $ 0.5
2 ANA Consultants (Plummer) Engineering $ 12,000.00 $ 2.1
Proposed Non-M/WBE Sub-consultants Services Fees % of Total
Terra-Mar Geotech $ 12,240.00 $ 2.1
AR Consultants, Inc. Archeological $ 5,000.00 $ 0.9
Alan Plumer Associates Water Recyling St $ 116,255.00 $ 19.9
Exhibit B-4
PRELIMINARY OPINION OF PROBABLE COST
Walsh Ranch
Summary of Phases IA,B and D
Project No.PS46-070460140290
DOE No.4159
Prepared by:
TranSysterns Corporation Consultants
July 28,2003
ITEM UNIT TOTAL
No, Description QTY. UNITS PRICE AMOUNT
1 30"SANITARY SEWER PIPE 12915 LF S 105.00 $ 1,356 075.00
2 30"SEWER BY OTHER THAN OPEN CUT 1000 LF $ 400.00 $ 400.0K00
3 12"SANITARY SEWER PIPE 1585 LF S 50.00 $ 79,250-00
4 CONCETE ENCASEMENT Soo LF $ 150.00 $ 75,000.00
5 CONSTR.STD.4'DIA.SANITARY SEWER MANHOLE 4 EA $ 2,000.00 $ 8,000.00
6 CONSTR.STD.5'DIA.SANITARY SEWER MANHOLE 32 EA $ 2,500.00 $ 80,000.00
7 EXTRA DEPTH FROM 4'SANITARY SEWER MANHOLE 320 VF S 125.00 $ 40,000.00
8 EXTRA DEPTH FROM S'SANITARY SEWER MANHOLE 50 VF S 175.00 $ 8,750.00
9 JUNCTION STRUCTURE FOR SIPHON 4 EA $ 16,000.00 $ 64 000.00
10 JUNCTION STRUCTURE 2 EA $ 8,000.00 $ 16,000.00
1 I MANHOLE INSERT 36 EA $ 85.00 S 3,060.00
12 PASSIVE ODOR CONTROL 32 EA $ 2,000.00 $ 64,000.00
13 POST-CONSTRUCTION TV, 15,500 LF $ 2.00 $ 31,000.00
14 VACUUM TEST MANHOLES 36 EA $ 150.00 $ 5,400.00
15 HMAC PERMANENT PAVEMENT REPAIR MIN 2" 400 SY $ 35.00 $ 14,000.00
16 6"GRAVEL DRIVEWAY 200 LF $ 25.00 $ 5,000.00
17 SEEDING 15,500 LF S 1.00 $ 15 500.00
18 6"TOPSOIL 52,000 SY $ 3.00 $ 156 000.00
19 SWPPP 1 LS $ 20,000.001 $ 20,000.00
20 TRENCH SAFETY 15,500 LF $ 1.75 $ 27,125.00
Subtotal S 2,468,160.00
10%Contingency $ 246,816.00
TOTAL S 2,714,976.00
ATTACHMENT "C"
Sanitary Sewer Extension to Serve Walsh Ranch
Phases IA, IB, and ID
Project No. PS46- 070460140290
DOE No. 4159
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) (1):
Business automobile insurance is written on an accident basis.
Article VI.L., line 4:
Remove the following: "or may be enacted later"
C:Wocuments and Settings\rpenaWy Documents\My Documents\proposals\walsh ranch\Attachment C.doc C-1
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ATTACHMENT D-1
Schedule
City of Fort Worth
Sanitary Sewer Main IA, 1 B,& 1 D
D.O.E.4159
Water Project No. PS 46-070460140290
PROJECTED ACTUAL
ITEM DESCRIPTION START FINISH DUR. START FINISH DUR.
DESIGN
1 Notice to Proceed 8/1/2003 8/1/2003 0
2 Recycling Center Study 8/2/2003 1/31/2004 182
3 Walsh Ranch Sewer Study 8/2/2003 10/1/2003 60
4 Conceptual Design/Alignment Analysis 10/1/2003 12/30/2003 90
5 Concept Review by City/Walk Alignment 11/1/2003 11/7/2003 6
6 Alignment Approval 11/7/2003 11/7/2003 0
7 Survey 8/1/2003 10/20/2003 80
8 Geotechnical Investigation 2/1/2004 5/1/2004 90
9 Wetlands Determination 2/1/2004 5/1/2004 90
10 Archeological Survey 2/1/2004 5/1/2004 90
11 Preliminary Design Plans& Specs. 1/17/2004 4/30/2004 104
12 Preliminary Design Plan Review by City 5/1/2004 5/15/2004 14
13 Prepare/Submit Permits 11/1/2003 8/31/2004 304
14 Final Design Plans and Specs 5/22/2004 8/30/2004 100
15 Final Design Plan Review by City 8/31/2004 9/14/2004 14
16 Revise Final and Prep.for Advert. 9/11/2004 10/22/2004 41
17 Prepare Draft Easements 11/1/2003 3/30/2004 150
18 Obtain Easements 5/1/2004 10/22/2004 174
BID&AWARD
19 Advertise for Construction 10/22/2004 11/21/2004 30
20 Award Process for Const. Contract 11/21/2004 12/31/2004 40
CONSTRUCTION PHASE
21 Construction 1/1/2005 6/30/2005 180
22 Final Inspection &Acceptance 7/1/2005 7/30/2005 29
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City of Fort Worth, Texas
Mayor and Council
Communication
DATE I REFERENCE NUMBER LOG NAME PAGE
8/12/03 **C-19703 30WALSHPHlA 1 of 2
sueJECT ENGINEERING AGREEMENT WITH TRANSYSTEMS CORPORATION CONSULTANTS
FOR WALSH RANCH SEWER MAIN EXTENSION, PHASES IA, 1 BAND 1 D
RECOMMENDATION.-
It
ECOMMENDATION:It is recommended that the City Council authorize the City Manager to execute an engineering
agreement with TranSystems Corporation Consultants in the amount of $585,060 for the design of
Walsh Ranch Sewer Main Extension, Phases IA, 1 B and 1 D.
DISCUSSION:
On April 29, 2003 (M&C C-19566), the City Council authorized the City Manager to execute an
Economic Development Agreement for Walsh Ranch with Walsh Ranches Limited Partnership, H.
Howard Walsh, Jr. and various Walsh family trusts (Walsh).
The agreement includes terms of design and construction of water and wastewater infrastructure to
serve the property and requires the City to design and construct the first phase of Phase 1 water
facilities and Phases 1A, 'I B, 1 C, 1 D, ll, III, IVA and IVB wastewater facilities within approximately 36
months after execution of the agreement. Walsh may terminate the agreement if the City does not
appropriate funds for the design of such infrastructure by September 1, 2003. Thereafter, subsequent
City obligations will be dependent on construction of facilities by Walsh and will be constructed as
warranted as the property is developed.
This project includes the design and survey of approximately 15,000 feet of 30-inch sewer line and
acquisition services for 10 permanent and temporary construction easements needed to construct the
project. The project also includes the preparation of an engineering study to identify two potential
locations for a water recycling center. The location of the project is shown on the attached location
map.
The City received 17 proposals from local engineering firms in response to a Request for Proposals for
the design of the Walsh Ranch sewer project. A selection committee comprised of Water and
Engineering Department staff reviewed the proposals and considers TranSystems Corporation
Consultants to be the most qualified for the design of this particular project.
TranSystems Corporation Consultants proposes to perform the design work for a lump sum fee of
$585,060_ Staff considers this fee to be fair and reasonable for the scope of services proposed.
TranSystems Corporation Consultants is in compliance with the City's M/WBE Ordinance by committing
to 22% MM/BE participation. The City's goal on this project is 22%.
In addition to the contract amount, $14,000 is required for project management by the Engineering
Department.
This project will be located in COUNCIL DISTRICT 7, pending the completed annexation for the project,
City of Fort Worth, Texas
Mayor and Council
Communication
DATE REFERENCE NUMBER LOG NAME PAGE
8/12/03 **C-19703 30WALSHPHlA 2 of 2
SUBJECT ENGINEERING AGREEMENT WITH TRANSYSTEMS CORPORATION CONSULTANTS
FOR WALSH RANCH SEWER MAIN EXTENSION, PHASES IA, 1 B AND 1 D
Mapsco 71 E, F, L and R; and 72N.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Commercial Paper- Sewer Fund.
MO:r
Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY
Office by: (to)
Marc Ott 8476
Originating Department Head:
Douglas Rademaker 6157 (from) APPROVED 08/12/03
PS46 531200 070460140290 $585,060.00
Additional Information Contact:
Douglas Rademaker 6157