HomeMy WebLinkAbout024775 - Construction-Related - Contract - Wendy Lopez and Associates, Inc.�
CITY SECRETAI�Y � �r��7
CONTRACT NO. ���. L �J
CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
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This AGREEMENT is between the City of Fort Worth (the "CITY"), and Wendy Lopez &
Associates, Inc., (the "ENGINEER"), for a PROJECT generally described as: Main 21 Drainage
Area Sanitary Sewer System Rehabilitation and Improvements (Group 7, Contract 3), Part 3.
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article II
Compensation
A. The ENGINEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
(1)
i2)
(3)
The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
Monthly invoices will be issued by the ENGINEER for all work performed
under this AGREEMENT. Invoices are due and payable within 30 days of
receipt.
Upon completion of services enumerated in Article I, the final payment of
any balance will be due within 30 days of receipt of the final invoice.
(4) In the event of a disputed or contested billing, only that portion so
contested will be withheld from payment, and the undisputed portion will be
paid. The CITY will exercise reasonableness in contesting any bill or
portion thereof. No interest will accrue on any contested portion of the
billing until mutually resolved.
(5) If the CITY fails to make payment in full to ENGINEER for billings contested
in good faith within 60 days of the amount due, the ENGINEER may, after
giving seven (7) days' written notice to CITY, suspend services under this
AGREEMENT until paid in full, including interest. In the event of
suspension of services, the ENGINEER shall have no liability to CITY for
delays or damages caused the CITY because of such suspension of
services.
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Article IV
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
A. General
The ENGINEER will serve as the CITY's professional engineering representative
under this Agreement, providing professional engineering consultation and advice
and furnishing customary services incidental thereto.
B. Standard of Care
The standard of care applicable to the ENGINEER's services will be the degree of
skill and diligence normally employed in the State of Texas by professional
engineers or consultants performing the same or similar senrices at the time such
services are performed.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurFace investigations in connection with design and engineering work
to be performed hereunder. The ENGINEER shall also advise the CITY
concerning the results of same. Such surveys, tests, and investigations
shall be fumished by the CITY, unless otherwise specified in Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations, the
actual characteristics may vary significantly between successive test points
and sample intervals and at locations other than where observations,
exploration, and investigations have been made. Because of the inherent
uncertainties in subsurface evaluations, changed or unanticipated
underground conditions may occur that could affect the total PROJECT
cost and/or execution. These conditions and cost/exe�ution effects are not
the responsibility of the ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the o�iginal drawings of all plans in ink on
reproducible plastic film sheets, or as otherwise approved by CITY, which shall
become the property of the CITY. CITY may use such drawings in any manner it
desires; provided, however, that the ENGINEER shall not be liable for the use of
such drawings for any project other than the PROJECT described herein.
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E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction
site, whether as on-site representatives or otherwise, do not make the
ENGINEER or its personnel in any way responsible for those duties that
belong to the CITY and/or the CITY's construction cont�actors 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 const�uction 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
C1TY informed of any deviation from the Contract Documents coming to the
actual notice of ENGINEER regarding the PROJECT.
(3) When professional certification of performance or characteristics of
materials, systems or equipment is reasonably required to perform the
services set forth in the Scope of Services, the ENGINEER shall be entitled
to rely upon such ce�tification to establish materials, systems or equipment
and performance criteria to be required in the Contract Documents.
F. Opinions of Probable Cost, Financial Considerations, and Schedules
(1) The ENGINEER shall provide opinions of probable costs based on the
current available information at the time of preparation, in accordance with
Attachment A.
(2) In providing opinions of cost, financial analyses, economic feasibility
projections, and schedules for the PROJECT, the ENGINEER has no
control over cost or price of labor and materials; unknown or latent
conditions of existing equipment or structures that may affect operation or
maintenance costs; competitive bidding procedures and maricet conditions;
time or qualify of performance by third parties; quality, type, management,
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or direction of operating personnel; and other economic and operational
factors that may materially affect the ultimate PROJECT cost or schedule.
Therefore, the ENGINEER makes no warranty that the CITY's actual
PROJECT costs, financial aspects, economic feasibility, or schedules will
not vary from the ENGINEER's opinions, analyses, projections, or
estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations have
been made by the ENGINEER to ascertain that the construction contractor has
completed the work in exact accordance with the Contract Documents; that the
final work will be acceptable in all respects; that the ENGINEER has made an
examination to ascertain how or for what purpose the construction contractor has
used the moneys paid; that title to any of the work, materials, or equipment has
passed to the CITY free and clear of liens, claims, security interests, or
encumbrances; or that there are not other matters at issue between the CITY and
the construction contractor that affect the amount that should be paid.
H. Record Drawings
Record drawings, if required, will be prepared, in part, on the basis of information
compiled and furnished by others, and may not always represent the exact
location, type of various components, or exact manner in which the PROJECT was
finally constructed. The ENGINEER is not responsible for any errors or omissions
in the information from others that is incorporated into the record drawings.
I. Minority and Woman Business Enterprise (MNVBE) participation
In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance
13471, the City has goals for the participation of minority business enterprises and
woman business enterprises in City contracts. Engineer acknowledges the M/WBE
goal established for this contract and its commitment to meet that goal. Any
misrepresentation of facts (other than a negligent misrepresentation) and/or the
commission of fraud by the Engineer may result in the termination of this
agreement and debarment from participating in City contracts for a period of time
of not less than three (3) years.
J. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of three (3)
years after final payment under this contract, have access to and the right
to examine and photocopy any directly pertinent books, documents, papers
and records of the ENGINEER involving transactions relating to this
contract. ENGINEER agrees that the CITY shall have access during
normal working hours to all necessary ENGINEER facilities and shall be
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in compliance with the provisions of this section. The CITY shall give
ENGINEER reasonable advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the
CITY shall, until the expiration of three (3) years after final payment under
the 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
subconsultant reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photo copy such documents as
may be requested by the CITY. The CITY agrees to reimburse
ENGINEER for the cost of copies at the rate published in the Texas
Administrative Code in effect as of the time copying is performed.
K. ENGINEER's Insurance
(1) Insurance coverage and limits:
ENGINEER shall provide to the City certificate(s) of insurance documenting
policies of the following coverage at minimum limits which are to be in effect prior
to commencement of work on the PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$1,000,000 aggregate
Automobile Liability
$1,000,000 each accident (or reasonably equivalent limits of coverage if written on
a split limits basis). Coverage shall be on any vehicle used in the course of the
PROJECT.
Worker's Compensation
Coverage A: statutory limits
Coverage B: $100,000 each accident
$500,000 disease - policy limit
$100,000 disease - each employee
Professional Liability
$1,000,000 each claim/annual aggregate
(2) Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the CITY prior to ENGINEER
proceeding with the PROJECT.
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(a) Applicable policies shall be endorsed to name the CITY an
Additional Insured thereon, as its interests may appear. The term
CITY shall include its employees, officers, officials, agents, and
volunteers as respects the contracted services.
(b) Certificate(s) of insurance shall document that insurance coverages
specified according to items section K.(1) and K.(2) of this
agreement are provided under applicable policies documented
thereon.
(c) Any failure on part of the CITY to request required insurance
documentation shall not constitute a waiver of the insurance
requirements.
(d) A minimum of thirty (30) days notice of cancellation, non-renewal or
material change in coverage shall be provided to the CITY. A ten
(10) days notice shall be acceptable in the event of non-payment of
premium. Such terms shall be endorsed onto ENGINEER's
insurance policies. Notice shall be sent to the respective
Department Director (by name), City of Fort Worth, 1000
Throckmorton, Fort Worth, Texas 76102.
(e)
Insurers for all policies must be authorized to do business in the
state of Texas or be otherwise approved by the CITY; and, such
insurers shall be acceptable to the CITY in terms of their financial
st�ength and solvency.
(fl Deductible limits, or self insured retentions, affecting insurance
required herein may be acceptable to the CITY at its sole discretion;
and, in lieu of traditional insurance, any alternative coverage
maintained through insurance pools or risk retention groups must
be also approved. Dedicated financial resou�ces 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 such are approved by the
CITY.
(j) The Professional Liability insurance policy, if written on a claims
made basis shall be maintained by the ENGINEER for a minimum
two (2) year period subsequent to the term of the respective
PROJECT contract with the CITY unless such coverage is provided
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the ENGINEER on an occurrence basis.
(k) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement. It is understood
that insurance cost is an allowable component of ENGINEER's
overhead.
(I) All insurance required in section K., except for the Professional
Liability insurance policy, shall be written on an occurrence basis in
order to be approved by the CITY.
(m) Subconsultants to the ENGINEER shall be required by the
ENGINEER to maintain the same or reasonably equivalent
insurance coverage as required for the ENGINEER. When
insurance coverage is maintained by subconsultants, ENGINEER
shall provide CITY with documentation thereof on a certificate of
insurance. Notwithstanding anything to the contrary contained
herein, in the event a subconsultanYs insurance coverage is
canceled or terminated, such cancellation or termination shall not
constitute a breach by ENGINEER of the Agreement.
L. Independent Consultant
The ENGINEER agrees to perform all services as an independent consultant and
not as a subcontractor, agent, or employee of the CITY.
M. Disclosure
The ENGINEER acknowledges to the CITY that it has made full disclosure in
writing of any existing conflicts of interest or potential conflicts of interest, including
personal financial interest, direct or indirect, in property abutting the proposed
PROJECT and business relationships with abutting property cities. The
ENGINEER further acknowledges that it will make disclosure in writing of any
conflicts of interest which develop subsequent to the signing of this contract and
prior to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions of
the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the ENGINEER
will, if requested, assist the CITY in obtaining the services of a qualified
subcontractor to manage the �emediation activities of the PROJECT.
O. Permitting Authorities - Design Changes
'�, If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the ENGINEER
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should have been aware of at the time this Agreement was executed, the
ENGINEER shall revise plans and specifications, as required, at its own cost and
expense. 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 �elating 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 Properiy
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, o� 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, audator, bond and financial advisors, and other
consultants as the CITY deems appropriate; and render in writing decisions
required by the CITY in a timely manner in accordance with the project schedule in
Attachment D.
E. Prompt Notice
:
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or timing of
the ENGINEER's services or of any defect in the work of the ENGINEER or
construction contractors.
F. Asbestos or Haza�dous Substances and Indemnification
(1) To the maximum extent permitted by law, the CITY will indemnify and
release ENGINEER and its officers, employees, and subcontractors from
all claims, damages, losses, and costs, including, but not limited to,
attorney's fees and litigation expenses arising out of or relating to the
presence, discharge, release, or escape of hazardous substances,
contaminants, or asbestos on or from the PROJECT. Nothing contained
herein shall be construed to require the CITY to levy, assess or collect any
tax to fund this indemnification.
(2) The indemnification and release required above shall not apply in the event
the discharge, release or escape of hazardous substances, contaminants,
or asbestos is a result of ENGINEER'S negligence or if such hazardous
substance, contaminant or asbestos is brought onto the PROJECT by
ENGINEER.
G. Contractor Indemnification and Claims
The CITY agrees to include in all construction contracts the provisions of Article
IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions
providing contractor indemnification of the CITY and the ENGINEER for
contractors negligence.
H. Contractor Claims and Third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain no
direct action against the ENGINEER, its officers, employees, and
subcontractors, for any claim arising out of, in connection with, or
resulting from the engineering services performed. Only the CITY
will be the beneficiary of any undertaking by the ENGINEER."
(2) This AGREEMENT gives no rights or benefits to anyone other than the
CITY and the ENGINEER and there are no third-party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity
or person regarding the PROJECT a provision that such entity or person
shall have no third-party beneficiary rights under this Agreement.
(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.
Q'�
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
requested assistance to support, prepare, document,
litigation undertaken or defended by the CITY. In the
services of the ENGINEER, this AGREEMENT shall
agreement will be negotiated between the parties.
Changes
ENGINEER for required or
bring, defend, or assist in
event CITY requests such
be amended or a separate
The CITY may make or approve changes within the general Scope of Services in
this AGREEMENT. If such changes affect the ENGINEER's cost of or time
required for performance of the services, an equitable adjustment will be made
through an amendment to this AGREEMENT with appropriate CITY approval.
Article Vl
General Legal Provisions
Amendments to Article VI, if any, are included in Attachment C.
A
B.
Authorization to Proceed
ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of
a written Notice to Proceed from the CITY.
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.
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C.
D.
E.
Force Majeure
The ENGINEER
by acts of God,
the ENGINEER.
Termination
is not responsible for damages or delay in performance caused
trikes, lockouts, accidents, or other events beyond the control of
(1) This AGREEMENT may be terminated only by the City for convenience on
30 days' written notice. This AGREEMENT may be terminated by either the
CITY or the ENGINEER for cause if either party fails substantially to
perform through no fault of the other and does not commence correction of
such nonperformance with five (5) days of written notice and diligently
complete the correction thereafter.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a) Cost of reproduction of partial or complete studies, plans,
specifications or other forms of ENGINEER'S work product;
b) Out-of-pocket expenses
microfilm, electronic data
seroices;
for purchasing storage containers,
files, and other data storage supplies or
c) The time requirements for the ENGINEER'S personnel to document
the work underway at the time the CITY'S termination for
convenience so that the work effort is suitable for long time storage.
(3) Prior to proceeding with termination services, the ENGINEER will submit
to the CITY an itemized statement of all termination expenses. The CITY'S
approval will be obtained in writing prior to proceeding with termination
seroices.
Suspension, Delay, or Interruption to Work
The CITY may suspend, delay, or intem,ipt the services of the ENGINEER for the
convenience of the CITY. In the event of such suspension, delay, or interruption,
an equitable adjustment in the PROJECTs schedule, commitment and cost of the
ENGINEER's personnel and subcontractors, and ENGINEER's compensation will
be made.
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F. Indemnification
(1) The ENGINEER agrees to indemnify and defend the CITY from any loss,
cost, or expense claimed by third parties for property damage and bodily
injury, including death, caused solely by the negligence or willful
misconduct of the ENGINEER, its employees, officers, and subcontractors
in connection with the PROJECT.
(2) If the negligence or willful misconduct of both the ENGINEER and the CITY
(or a person identified above for whom each is liable) is a cause of such
damage or injury, the loss, cost, or expense shall be shared between the
ENGINEER and the CITY in proportion to their relative degrees of
negligence or willful misconduct as determined pursuant to T.C.P. & R.
Code, section 33.011(4) (Vernon Supplement 1996).
G. Assignment
Neither party will assign all or any part of this AGREEMENT without the prior
written consent of the other party.
H. Interpretation
Limitations on liability and indemnities in this AGREEMENT are business
understandings between the parties and shall apply to all the different theories of
recovery, including breach of contract or warranty, tort including negligence, strict
or statutory liability, or any other cause of action, except for willful misconduct or
gross negligence for limitations of liability and sole negligence for indemnification.
Parties means the CITY and the ENGINEER, and their officers, employees,
agents, and subcontractors.
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 TaRant County, Texas.
J. Alternate Dispute Resolution
(1) All claims, disputes, and other matters in question between the CITY and
ENGINEER arising out of, or in connection with this Agreement or the
PROJECT, or any breach of any obligation or duty of CITY or ENGINEER
hereunder, will be submitted to mediation. If inediation is unsuccessful, the
claim, dispute or other matter in question shall be submitted to arbitration if
both pa�ties acting reasonably agree that the amount of the dispute is likely
to be less than $50,000, exclusive of attorney's fees, costs and expenses.
Arbitration shall be in accordance with the Construction Industry Arbitration
Rules of the American Arbitration Association or other applicable rules of
the Association then in effect. Any award rendered by the arbitrators less
, than $50,000, exclusive of attomey's fees, costs and expenses, will be
final, judgment may be entered thereon in any court having jurisdict�on, and
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will not be subject to appeal or modification except to the extent permitted
by Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10
and 11).
(2) Any award greater than $50,000, exclusive of attorney's fees, costs and
expenses, may be litigated by either party on a de novo basis. The award
shall become final ninety (90) days from the date same is issued. If
litigation is filed by either party within said ninety (90) day period, the award
shall become null and void and shaA 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
constnaed as if such invalid, illegal, or unenforceable provision had never been
contained herein. A�ticles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive
termination of this AGREEMENT for any cause.
L. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State laws
and regulations and with all City ordinances and regulations which in any way
affect this AGREEMENT and the work hereunder, and shall observe and comply
with all orders, laws ordinances and �egulations which may exist or may be
enacted later by governing bodies having jurisdiction or authority for such
enactment. No plea of misunderstanding or ignorance thereof shall be considered.
ENGINEER agrees to defend, indemnify and hold harmless CITY and all of its
officers, agents and employees from and against all claims or liability arising out of
the violation of any such order, law, ordinance, or regulation, whether it be by itself
or its employees.
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Article VII
Attachments, Schedules, and Signatures
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, supersedes all prior written or oral understandings, and may only be changed by a
written amendment executed by both parties. The following attachments and schedules are
hereby made a part of this AGREEMENT:
Attachment A- Scope of Services
Attachment B - Compensation
Attachment C- Amendments to Standard Agreement for Engineering Services
AT�E�T:
c2, ,�.�d1'�''
G�o�ia Pearson _
�ity Seeretary
APPROVED AS TO FORM
AND LEGALITY
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�Issistan�'8ity Attomey
MAIN21 PT3
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CITY OF FORT WORTH
«
By;
hllike ��o�mer
Assistant City Manager
APPROVED
-����,.� � �����.
A. Douglas Rademaker, P.E.
Director, Engineering Department
WENDY LOPEZ & ASSOCIATES, INC.
ENGINEER
By: � / "� � r� = ' - �'�`�� :
Wendy L�apez� E'.�' '��
President
� -" /� �/�.�S � _
Contract Authorization
��y��' � `�� ----
Date
ATTACHMENT "A"
General Scope of Services
"Scope of Services set forth herein can only be modified by additions, clarifrcations, and/or
deJefions 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. "
GENERAL
1) Preliminary Conference with City
The Engineer shall attend preliminary conferences with authorized representatives of the
City regarding the scope of project so that the plans and specifications which are to be
developed hereunder by the Engineer will result in providing facilities which are
economical in design and conform to the City's requirements and budgetary constraints.
2) Coordination with Outside Agencies/Public Entities
The Engineer shall coordinate with officials of other outside agencies as may be
necessary for the design of the proposed street, and storm drain and/or water and
wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure
necessary information from such outside agencies, to meet their requirements.
3) Geotechnicallnvestigations
The Engineer shall advise the City of test borings, and other subsurface investigations that
may be needed. In the event it is determined necessary to make borings or excavate test
holes or pits, the Engineer shall in coordination with the City and the City's geotechnical
engineering consultant, draw up specifications for such testing program. The cost of the
borings or excavations shall be paid fo� by the City.
4) Agreements and Permits
The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain
any and all agreements and/or permits normally required for a project of this size and type.
The Engineer will be responsible for negotiating and coordinating to obtain approval of the
agency issuing the agreement and/or permits and will make any revisions necessary to
bring the plans into compliance with the requirements of said agency, including but not
limited to highways, railroads, water authorities, Corps of Engineers and other utilities.
5) Design Changes Relating to Permitting Authorities
If permitting authorities require design changes, the Engineer shall revise the plans and
specifications as required at the Engineers own cost and expense, unless such changes
are required due to changes in the design of the facilities made by the permitting authority.
If such changes are required, the Engineer shall notify the City and an amendment to the
contract shall be made if the Engineer incurs additional cost. If there are unavoidable
-1-
delays, a mutually agreeable and reasonable time extension shall be negotiated.
6) Plan Submittal
Copies of the original plans shall be provided on reproducible mylar or approved plastic
film sheets, or as 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
info�mation obtained shall be shown on the conceptual plans. The Engineer shall show on
the preliminary and final plans the location of the proposed utility lines, existing utility lines,
based on the information provided by the utility, and any adjustments and/or relocation of
the existing lines within the project limits. The Engineer shall also evaluate the phasing of
the water, wastewater, street and drainage work, and shall submit such evaluation in
writing to the City as part of this phase of the project.
-2'
10) Conceptual Plans
The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans which
include layouts, preliminary right-of-way needs and preliminary estimates of probable
construction costs for the Engineer's recommended p{an. For all submittals, the Engineer
shall submit plans and documents for streeUstorm drain and water/wastewater facilities.
The Engineer shall receive written approval of the Phase 1 Plans from the City's project
manager before proceeding with Phase 2.
PHASE 2
11) Design Data
The Engineer shall provide design data, reports, cross-sections, profiles, drainage
calculations, and preliminary estimates of probable construction cost.
12) Preliminary Construction Plans and Technical Specifications
The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans
and five (5) copies of the preliminary technical specifications for review by the City and for
submission to utility companies and other agencies for the purposes of coordinating work
with existing and proposed utilities. The preliminary construction plans shall indicate
location of existing/proposed utilities and storm drain lines. The Engineer shall receive
written approval of the Phase 2 plans from the City's p�oject 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
o�cials. The Contract Documents shall comply with applicable local, state and federal
laws and with applicable rules and regulations promulgated by local, state and national
boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3
plans from the City's project manager before proceeding with Phase 4.
-3-
PHASE 4
16) Final Approved Construction Plans
The Engineer shall furnish 45 bound copies of Phase 4 final approved construction plans
and contract specifications. The approved plans and contract specifications shall be used
as authorized by the City for use in obtaining bids, awarding contracts, and constructing
the project.
17) Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the
bidding documents, and assist the owner in determining the qualifications and acceptability
of prospective constructors, subcontractors, and suppliers. When substitutson prior to the
award of contracts is allowed by the bidding documents, the Engineer will advise the
owner as to the acceptability of altemate 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
constn,iction 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 preconstn�ction 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 pe�formed by the City.
22) Site Visits
The Engineer shall visit the project site at appropriate intervals as construction proceeds to
observe and report on the progress and the quality of the executed work.
-4-
23) Shop Drawing Review
The Engineer shall review shop and erection drawings submitted by the contractor for
compliance with design concepts. The Engineer shall review laboratory, shop, and mill test
reports on materials and equipment.
24) Instructions to Contractor
The Engineer shall provide necessary interpretations and clarifications of contract
documents, review change orders and make recommendations as to the acceptability of
the work, at the request of the City.
25) Differing Site Conditions
The Engineer shall prepare sketches required to resolve problems due to actual field
conditions encountered.
26) Record Drawings
The Engineer shall prepare record drawings from information submitted by the contractor.
-5-
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
Main 21 Drainage Area
Sanitary Sewer Rehabilitation & Improvements
(Group 7, Contract 3),Part 3
Project No. PS46-07046�0460310
D.O.E. No. 2488
PHASE I- DESIGN SERVICES PIPELINE REHABILITATION:
The following is a clarification of the tasks that the ENGINEER will perform under Attachment "A".
Work under this Exhibit includes replacement/rehabilitation of approximately 4,200 linear feet of
small-diameter sanitary sewers in Main 21 Drainage Area. All or parts of the following laterals are
included: L1700, L4847, L778, L780, L781, L786, L798, L808, L808A, and L836. Upon receipt
of Notice-to-Proceed, the ENGINEER will perform the following tasks:
PART A - CONCEPTUAL DESIGN
Initial Data Collection
a. P�e-Design Coordination Meetings
Attend and document meetings, as required, to discuss and coordinate various
aspects of the project. For purposes of establishing a level of effort, two (2)
meetings are anticipated. These include the following:
One (1) pre-design kick-off ineeting, (including the CITY's Water
Department, Department of Engineering and other departments that are
impacted by the project).
One (1) review meeting at completion of the CITY's review of the Design
Summary Report.
b. Research of Rehab History
The ENGINEER will conduct a cursory review of completed sanitary sewer
replacement and rehabilitation work in the Main 21 Drainage Area. This will include
discussions with various CITY departments, and coordination with local consultants
engaged in past and current sanitary sewer improvement projects. Interviews will
also be conducted with staff in the Field Operations Division. The research data
will be compiled and mapped to avoid potential duplication of work proposed under
this contract.
c. Coordination with Other Agencies
The ENGINEER will consult with the CITY's Water and Engineering Departments
and other CITY departments, public utilities, private utilities and railroads to gather
Supplemental Scope of Services EA1-1 IC�Proposals1P99008.001Proposal�Exhibit A-1
information on underground utilities and other facilities that have an impact or
influence on the project. This includes limits of private property that may be
impacted in the construction of the project.
2. Design Summary Report (shall be submitted to CITY twenty-two (22) working days after
Notice-to-Proceed Letter is rssued)
Based on information contained in the ENGINEER's Report of the Sanitary Sewer
Evaluation Survey of the Main 21 Drainage Area, the ENGINEER shall prepare a brief
letter report including location maps of all line replacements and submit to the CITY. Four
(4) copies of the design summary report shall be submitted.
3. Monthly Progress Meetings
The ENGINEER shall host, attend and participate in monthly progress meetings as
requested by the CITY. The ENGINEER shall submit a project schedule after the design
coniract is fully executed. The schedule shall be updated and submitted to ihe CITY along
with monthly progress reports as required under Attachment "B" of the contract.
PART B- CONSTRUCTION PLANS AND SPECIFICATIONS
Preliminary Design
a. Surveys
The ENGINEER will conduct horizontal and vertrcal control surveys of pipeline
rehabilitation and sanitary sewer improvement locations. This represents
approximately 4,200 linear feet of sanitary sewers. Information gathered during
the survey shall include topographic data, elevations of all sanitary and adjacent
storm sewers, rim/invert elevations, location of buried utilities, structures, and other
features relevant to the final plan sheets.
Plan and Profile Sheets
Pipelines scheduled for point repairs, rehabilitation, and replacement will be located
on the base sheets p�epared from sunrey information gathered under 6.1.a.
Conflicts shall be resolved where pipelines are to be rehabilitated on the same line
segment. Base sheets shall reference affected or adjacent streets. Legal
descriptions (lot number, block number and addition name) along with property
ownership shall be provided on the plan review. Where open-cut construction is
anticipated, below and above ground utilities will be located and shown on the base
sheets. All plan sheets shall be D-size and in AutoCAD� format. Vertical scale fo�
pipeline rehabilitation sites shall be 1" = 4'. Horizontal scale shall be 1" - 20'. All
design shall be in conformance with Fort Worth Water Depa�tment policy and
procedure for processing water and sewer design. ENGINEER shall review the
CITY's master sewer plan and submit a summary of findings pertaining to the
proposed project.
Supplemental Scope of Services EA1-2 K:1Proposals1P99008.001Proposal\Exhibit A-t
c.
d
e
Standard and Special Details
The ENGINEER will prepare standard and special detail sheets for pipeline
rehabilitation that are not already included in the D-Section of the specifications.
These may include connection details between various parts of the project,
tunneling details, boring and jacking details, wateriine relocations, details unique
to the construction of the project, trenchless details, and special service lateral
reconnections.
Right-of-Way Research/Preparation
The ENGINEER shall conduct preliminary resea�ch for availability of existing
easements where open-cut construction or relocation of existing alignments is
probable. Temporary and permanent easements will be approximated based on
available information.
Legal descriptions and plot maps will be prepared on 8.5" x 14" standard sheets
for all necessary temporary and permanent easements required for relief sewer
construction. Descriptions shall be prepared in standard format as directed by the
DOE. Temporary and permanent easements shall be delineated on plan sheets.
Legal desc�iptions shall be submitted to CITY for review and final acquisition.
Right-of-entry agreements shall also be prepared if needed. A total of four (4)
permanent easements, four (4) temporary construction easements and ten (10)
right-of-entry agreements are included. The CITY will s�cure easements and right-
of-entry agreements as necessary.
Utility Locations
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.
The ENGINEER
forwarding to all
project.
shall deliver preliminary construction plans to the CITY for
utility companies, which have facilities within the limits of the
Reconnecting Wastewater Service Lines
The ENGINEER shall make provisionsforreconnecting allwastewaterservice lines
which connect direct(y to any main being replaced, including replacement of
existing service lines within CITY right-of-way or utility easement. When the
existing alignment of any sanitary sewe� main or lateral is changed, provisions will
be made in the 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.
Supplemental Scope of Services
EA1-3
K1ProposalsW99008.00Wroposal�E�ibit A-1
g. New Manhole Constn.iction Locations
Provide map showing location of new manhole construction at the end of existing
sewer segments, 90 degree bends, or tee connections. Site survey or specific
design plans for manhole construction is not included as part of the scope. The
contract documents shall specify that it is the Contractors responsibility to
coordinate utility location, sewer line location, etc. for manhole construction. A total
of six (6) new manholes is anticipated.
h. Preliminary Submittal to CITY (shall be submitted to CITY sixty-five (65) days after
approval of Part A, Section 2).
The ENGINEER shall deliver four (4) sets of preliminary plans and specifications
to CITY for �eview. It is proposed that the construction under this Phase will be
prepared as one (1) project for construction purposes. Generally, plan sheets shall
be organized as follows:
• Cover Sheet - Project title and sheet index
• Project Location Map - Index of plan and profile sheets
• Plan and Profile Sheets - All pipeline rehabilitation sites (separate sets)
• Standard Construction Details
• Special Details
The ENGINEER will prepare a preliminary opinion of probable construction costs
for the construction project and submit it to the CITY as paR of the preliminary plan
submittal.
Review Meetings with CITY
Meet with CITY to discuss their review comments for the construction contract.
Coordinate and participate in coordination activities with ENGINEER's design team
and CITY. Two review meetings are included. The CITY shall direct the
ENGINEER in writing to proceed with Part 6.2 - Final Design for Final Review.
Public Meetings
After the preliminary plans have been reviewed and approved by the CITY,
ENGINEER shall prepare invitation letter and attend public meeting(s) to help
explain the proposed project to residents within the Drain�ge Area. The CITY shall
mail the invitation letter to the affected residents.
2. Final Design for Final Review
Final construction documents (shall be submitted to CITY twenty-one (21) days
after approval of Part B, Section 1).
Following CITY approval of the recommended improvements, the ENGINEER shall
provide final plans and project manual to CITY (each sheet shall be stamped,
dated, and signed by the ENGINEER) and submit four (4) sets of plans and
Supplemental Scope of Services EAt-4 K1Proposals�P99008.001Proposal�Exhibit A-1
construction contract documents within 10 days of CITY's final approval. Plan sets
shall be used for Part C activities. The ENGINEER shall also provide utility
companies, which have facilities within the limits of the project, with final
construction plans of the project.
ENGtNEER's Opinion of Probable Construction Cost
The ENGINEER shall prepa�e a final opinion of probable construction cost upon
the submission of plans which follows the items listed in the Final Design within the
project manual.
PART C - PRE-CONSTRUCTION ASSISTANCE
Administration
a. Deliver Bid Documents
The ENGINEER will make available for bidding, upon request by the CITY, up to
forty-five (45) sets of the "final" approved and dated plans and project documents
for each construction project to the CITY (per advertised contract) for distribution
to potential bidders. The ENGINEER will p�ovide four (4) bound sets of all rights-
of-entry and easements to the CITY for bidding purposes.
b. Bidding Assistance
The ENGINEER shall assist the CITY during the bidding phase including
preparation and delivery of addenda (to prospective bidders), pre-qualification,
responses to questions submitted to the DOE by plan holders and pre-bid
conference.
The ENGINEER shall assist in reviewing the bids for completeness and accuracy.
The ENGINEER shall attend the project bid opening(s) and develop bid tabulations
and submit a recommendation of contract award along with four (4) copies of the
bid tabulation.
c. Assistance During Const�uction
The ENGINEER shall assist the CITY in conducting a pre-construction conference
for the project. The ENGINEER shall document minutes of ihe meeting and submit
them to the CITY. The ENGINEER shall also consult with and advise the CITY on
design and/or construction changes, if necessary.
The ENGINEER shall attend the substantial completion and final inspection forthis
phase, review the post-construction television inspection video tapes, and prepare
a brief final report for the completed project as to compliance with the ENGIN EER's
design.
Supplemental Scope of Services EAt-5 K:1Proposals�P99008.00�ProposallExhibit A-1
ATTACHMENT "B"
COMPENSATION AND SCHEDULE
Main 21 Drainage Area
Sanitary Sewer Rehabilitation & Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Compensation
A. Payment for services will be computed on the basis of Salary Costs times a
multiplier of to determine the payment due for services. The multiplier is a factor
which compensates the Engineer for fringe benefits, overhead and profit.
B. Payments shall also include Direct Non-Labor Expenses which, in general,
include expenses for supplies, transportation, equipment, travel,
communication, subsistence and lodging away from home, and similar
incidentals.
The Direct Non-Labor expenses shall be reimbursable at actual invoice cost
plus 10%, except for living and travel expenses when away from the office on
business connected with the Project. All travel outside of the Dallas/Fort Worth
Metropolitan Area to be made, which are reimbursable at actual invoice cost, by
the Engineer in connection with the Project must first be approved in writing by
the City Engineer.
C
D
Subcontractor cost shall be reimbursed at the actual cost plus 10%.
Payment for expenses, costs and services as described in Attachment "A" shall
not exceed $69,632.77.
E. Partial payment shall be made monthly upon receipt of an invoice from the
Engineer, p�epared from the books and records of the Engineer, outlining the
amount of hours worked by each employee, the employee's name and
classification, and the employee's salary rate along with itemized charges for
any subcontract and reproduction work performed during the period cove�ed by
said invoice. Each invoice is to be verifed as to its accuracy and compliance
with the terms of this contract by an officer of the Engineer. Payment according
to statements will be subject to certification by the Director of Engineering or his
duly authorized representative that such work has been performed.
II. Schedule
Exhibit A-1 (Supplemental Scope of Services) shall be completed 100 calendar days
after the "Notice-to-Proceed" letter is issued.
Compensation and Schedule AB-1 K:�Proposals1P99008.00�ProposalWttachment B
EXHIBIT B-1
(SUPPLEMENT TO ATTACHMENT B)
METHOD OF PAYMENT
Main 21 Drainage Area
Sanitary Sewer Rehabilitation & Improvements
(Group 7, Contract 3) Pa�t 3
Project No. PS46-070460460310
D.O.E. No. 2488
The ENGINEER shall be paid monthly on the basis of statements prepared from the books and
records of the account of the ENGINEER.
The aggregate of such monthly partial payment shall not exceed the following:
Until satisfactory completion of Exhibit A-1, Part A, Section 2, hereunder, a sum not to
exceed 30 percent of the maximum fee.
Until satisfactory completion of Exhibit A-1, Part B, Section 1 hereunder, a sum not to
exceed 70 percent of the maximum fee, less previous payments.
Until satisfactory completion of Exhibit A-1, Part B, Section 2, hereunder, a sum not to
exceed 95 percent of the maximum fee, less previous payments.
Balance of earnings to be due and payable after delivery of the bid tabulation for the project.
An officer of the ENGINEER shall verify the accuracy of each invoice submitted which shall comply
with the terms of the agreement.
Proqress Report
A. The ENGINEER shall submit to the designated representative of the Director of the
Department of Engineering monthly progress reports covering all phases of design by the
15�" of every month in the fo�mat required by the CITY.
B. If the ENGINEER determines in the course of making design drawings and specifications
that the preliminary opinion of construction cost estimate of $535,753.90 (as estimated in
Exhibit "B-5") will be exceeded, whether by change in scope of the project, increased costs
or other conditions, the ENGINEER shall immediately report such fact to the CIN's
Director of the Department of Engineering and, if so instructed by Director of the
Engineering Department shall suspend all work hereunder.
Method of Payment EB1-1 K1ProposalsW99008.00\Proposal\Exhibit B-1
EXHIBIT B-2
(SUPPLEMENT TO ATTACHMENT B)
HOURLY RATE SCHEDULE
Main 21 Dralnage Area
Sanitary Sewer Rehabilitation & Improvements
(Group 7, Contract 3)� Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Employee Classification
Principal
Project Manager ! Planner
RPLS
Project Engineer
Senior Designer / CAD Operator
Designer / CAD Operator
Survey Technician
Clerical
Survey Crew
Two-Man Crew
Three-Man Crew
Reimbursables
Mileage
Direct Labor
Rafe/Hour Range
$42.31 Na
$33.65 $28.85 - $33.82
$31.25 $28.85 - $32.31
$20.00 $23.08 - $24.25
$19.28 $19.23 - $23.08
$15.59 $15.38 - $17.86
$11.86 $8.00 - $15.50
$11.00 Na
$80.00
$105.00
Cost plus 10%
$0.32 per mile
NOTES:
1) Multiplier of 3.08 will be used for all direct labor rates, except survey crews.
Crew rates are fully burdened.
2) Reproduction work will be at current commercial rates.
3) SubconVactors will be paid for at actual invoice cost plus ten percent (10°�).
n/a
Na
HouAy Rale Schedule E82-1 K:�Proposals�P99008.00�ProposalslExhibit &2
Wendy Lopez & Associates, Inc.
engineering • environmental • surveying • construcfion services
EXHIBIT B�3A
(Supplement to Attachment B)
DESIGN FEE COST SUMMARY
Main 21 Drainage Area
Sanitary Sewer Rehabilitation &� Improvements
(Group T, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
February 23, 1999
Mr. Tony Sholola, P.E.
Depa�tment of Engineering
City of Fort Wo�th
1000 Throckmorton Street
Fort Worth, TX 76102-6311
Re: Main 21 Drainage Area Sanitary Sewer Rehabilitation and Improvements (Group 7, Conirad 3), Part 6,
Sewer Projed No. PS46-070460460310, D.O.E. No. 2488
Dear Mr. Sholola:
We appreciate the oppo�tunity to present this proposal and fee schedule for your consideration. Attached
please find constn.idion cost estimates, project schedule and exhibits depicting the scope of worlc.
We propose to complete the proposed worlc in accordance wrth the following fee schedule:
Opinion of Probable Construdion Costs:
Sanitary Sewer Line
�
.
Lateral 1700
Lateral 4847
Lateral 778
Lateral 780
Lateral 781
Lateral 786
Lateral 798
Lateral 808
Lateral 808A
Lateral 836
Opinion of Probable Construdion Cost Total :
Basic Engineering Design Seniices
TSPE CuNe 8.50% x 0.85 x$535,753.90
Ooinion of Construction Cost
$ 83,062.10
35,183.50
20,344.50
55,171.05
47,451.80
70,983.00
39,860.15
38,204.10
30,529.40
114.964.30
$ 535,753.90
�," Assigned to MBE Subconsultant for surveying and design services
Basic Services
EB3A-1
$ 38,708.22
$ 38,708.22
3800 Sandshell Drive • Suite 175 • Fort Worth, Texas 76137 •(817) 232-0244 • FAX (817) 232-4638
Mr. Tony Sholola
City of FoR Worth
Page Two
February 23, 1999
Special Services
Design Surveys
Easement Preparation (4 @ $350 each)
Temporary Construdion Easement (4 cLD $75 each)
Temporary Right of Entry (10 �$50 each)
Monthly Meetings and Status Reports (6 months)
TxDOT and Railroad Coorciination
10°/a for MMIBE Subcontrador
Subtotal
Constn.idion SeNices
Pre-Construdion
Post Construdion
Subtotal
Reprodudions
2 Sets of Conceptual Plans (City Review)
14 Sets of Preliminary Plans and 5 Sets of Specifications (Util. Clear.)
2 Sets of Constn�dion Plans and Specifications (City Review)
45 Sets of Final Construction Plans and Specifications
10% for MMIBE Subcontrador
Subtotal
TOTAL NOT-TO-EXCEED
$ 13,100.00
1,400.00
300.00
500.00
4,839.84
3,000.00
1,192.11
$ 24,331.95
$ 2,128.88
1,518.72
$ 3,647.60
$ 40.00
350.00
120.00
2,100.00
335.00
$ 2,945.00
$ 69,632.7T
We will be using A.NA., Inc. for surveying and design seryices and Arlington Blueline, Inc. for printing
constn�dion plans and specifications. AccorcJing to our estimate, this will result in over 20% of the contrad that
will be perfonned by approved MMBE firms which will exceed the target of 17%.
If you have any questions or require additional infoitnation, please give me a call.
Sincerely,
WENDY LOPEZ & ASSOCIATES, INC.
Paul R. Holmes, P.E.
Manager, Fort Worth Office
PRH:ss
EB3A-2
r
EXHIBIT B-3
(Supplment to Attachment B)
DESIGN FEE COST SUMMARY
Main 21 Drainage Area
Sanitary Sewer Rehabilitation 8� Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Phase
I-Design Services
II-Pre-Construction
Total
Scope of Services
Pipe Rehabilitation
(Parts A and B)
Assistance (Part C)
Fee
$65,985.17
$3.647.60
$69,632.77
Proposed M/V1/BE Subconsultants Services
A.�l.A. Consultants, L.L.C. Topographic Field Survey and Design
Arlington Blueline Reprographics
E63-1
M/WBE
$14,270.00
0.00
$14,27Q.00
Fees
$11,660.00
$2.610.00
$14,270.00
%
21.63%
0.00%
20.49%
%
16.74%
3.75%
20.49%
EXHIBIT B-36
(SUPPLEMENT TO EXHIBIT B-3A)
MONTHLY MEETING ENGINEERING SERVICES
ESTIMATED HOURS
Main 21 Drainage Area Sanitary Sewer System
Rehabilitation and Improvements (Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Project: Main 21 (Group 7, Contract 3) Part 3
Phase 1: Desiqn Services - Rehabilitation/Replacement Sewers
WORK TASK DESCRIPTION
MONTHLY MEETINGS
A. Prepare Reports (6 Months � 3 Hrs./Month)
B. Attend Meetings (6 Months � 3 Hrs./Month)
Total
HOURLY RATE WORK
Estimated Manhours
rroJect rro�ecc Total Cost
Principal Manager Engineer Estimate ($)
18 18 $2,974.32
18 $1,865.52
$4,8�9.84
EB3B-1
� EXHIBIT B-3C
(SUPPLEMENT TO EXHIBIT B-3A)
CONSTRUCTION PHASE ENGINEERING SERVICES
ESTIMATED HOURS
Main 21 Drainage Area Sanitary Sewer System
Rehabilitation and Improvements (Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
�
Project: Main 21 (Group 7, Contract 3) Part 3
Phase 1: Desiqn Services - Rehabilitation/Replacement Sewers
WORK TASK DESCRIPTION
CONSTRUCTION PHASE ENGINEERING SERVICES
A. Pre-Construction
1. Bid Opening & Review Bids for Accuracy
2. Compile Bid-Tabulation
3. Pre-Construction Meeting
SUBTOTAL
B. Post Construction
1. Final Field Inspection
2. Prepare Report on Final Inspection Findings
SUBTOTAL
TOTAL CONSTR. PHASE ENGINEERING SERVICES
�
�
HOURLY RATE WORK
Estimated Manhours Total Cost
rro�ect Nro�ecc Estimate
Principal Manager Engineer Clerical �$�
2
2
4
8
6
8
8
4
$700.08
2 $767.84
$660.96
$2,128.88
$829.12
2 $689.60
$1,518.72
$3,647.60
E63C-1
EXHIBIT B-4
(SUPPIEMENT TO ATTACHMENT B)
Main 21 Drainage Area
Sanitary Sewer Rehabilitation b Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-0T0460460310
D.O.E. No. 2488
Task
No. Task Description
BASIC SERVICES
MANAGEPROJECT
1 Supervise Staff & Subconsuttants
2 Meet with FW Project Manager
3 Conduct Intemal QA/QC Meetings
Subtotal Hours
Subtotal Cost
DESIGN SERVICES
� Data Collection
a Meet with Franchise Utility Companies
b Sfte Vsits
c Research City Records
S�btotal Hours
Subtotal Cost
2 Base Mapping
a Draft Existing Topography & Improvements
b FW Benchmarks
c Annotate Addresses, Lot, & Block Numbers
d Draft Ewsting Easements and Building Lines
e Annotate Street Names and Right-of-Way
W idths
f Develop Project Border Street
Subtotal Hours
Subtotal Cost
3 Preparation of Plans and Specifications
a Design Sanitary Sewer Alignment
b Prepare Cover Sheet
c Prepare Project Location Maps
d Prepare General Layout Maps and Notes
e Prepare Sanitary Sewer Plan Streets
f Prepare Specifications
Subtotal Hours
Subtotal Cost
4 Opinion of Construction Cost
a Quantity Take-Off
b Prepare Engineers Opinion oi Construction
Costs
Subrotal Hours
Subtotal Cost
Principal Proj. Man. Proj. Eng. RPLS Field Party CAD Tech Clerical Total
$130.31 3103.64 $61.60 $96.25 $105.00 $48.02 $33.88 3
1 18
2 8 5
4 3
7 29 5
$912.17 $3,005.56 $308.00
2 4
7 9
2 3
0 11 16
$0.00 $1,140.04 3985.60
6 6
1
2
2
t
2 1
0 8 13
30.00 3829.12 3800.80
1 12 53
3 12
1 3 8
3 20
4 16 40
2 6 20
8 43 153
$1,042.48 $4,456.52 39,424.80
4 20
1 4 24
1 8 44
$130.31 $829.12 52,710.40
0
ao.00
0
$0.00
0
ao.00
0
30.00
0 0 0 0
$0.00 $0.00 $0.00 $4,225.73
0 0 0 0
$0.00 30.00 30.00 $2,125.64
80
3
26
8
8
8 2
0 133 2 0
so.00 ss,sas.ss $s�.�s as,osa.sa
32
12
20
32
70
6
0 166 6 0
E0.00 37,971.32 3203.28 $23,098.40
6
0 0 0 6 0
$0.00 30.00 �0.00 a203.28 $3,873.11
EB41
Task
No.
Task Description
EXHIBIT B�
�SUPPLEMENT TO ATTACHMENT B)
Main 21 Drainage Area
Sanitary Sewer Rehabilitation 8 Improveme�ts
(Group 7, Contract 3) Part S
Project No. PS46-0T0460460310
D.O.E. No. 2488
Principal Proj. Man. Proj. Eng. RPLS Field Party CAD Tech Clerical
$130.31 $103.64 $61.60 $96.25 �105.00 $48.02 333.88
PRECONSTRUCTION SERVICES
1 Bidding Phase
a Bid Opening and Review Bids for Accuracy
b Complete Bid Tabulation
c Pre-Construction Meeting
Subtotal Hours
Subtotal Cost
SUBTOTAL BASIC SERVICES
SPECIAL SERVICES
� Design Surveying
a Establish Horizontal control
b Locate Topographic Features
c Sanftary Sewer Manhole Flowline and Rim
Elevations
d Locate Underground Utilities as Required
e Establish Vertical Datum Based on FW
Benchmarks
f Locate Right-of-Way Monumentation &
Property Lines
g Prepare Permanent Easements
h Prepare Temporary Construction Easements
i Prepare Right-of-Entries
Subtotal Hours
Subtotal Cost
2 Monthly Meetings (6 Mos.)
Subtotal Hours
Subtotal Cost
3 TxDOT and Railroad Coordination
Subtotal Hours
Subtotal Cost
REIMBURSABLE EXPENSES
� Reprographics
TOTAL COST OF ENGINEERING SERVICES
2 8
2 8
4 4
0 8 20
30.00 5829.12 $1,232.00
0
30.00
Total
$
2
0 0 2 0
30.00 b0.00 $67.76 52,128.88
E43,536.10
2 14 6
4 36 36
2 8 8
• 2 12 8
2 10 4
4 10 8
4 4
2
2
0 0 0 24 90 74
$0.00 30.00 $0.00 �2,310.00 $9,450.00 33,553.48
36 18
0 0
$0.00 $15,313.48
0 36 18 0 0 0 0 0
50.00 53,731.04 a1,108.80 $0.00 50.00 30.00 $0.00 E4,839.84
8 20 18 2
0 8 20 0 0 18 2 0
$0.00 $829.12 $1,232.00 30.00 b0.00 5864.36 a67.76 $2,993.24
52,945.00
S69,627.66
EB42
EXHIBIT B�
(SUPPLEMENT TO ATTACHMENT B)
SUMMARY
PRELIMINARY ESTIMATE OF PROBABLE CONSTRUCTION COST
Main 21 Drainage A�ea
Sanitary Sewer Rehabilitation 8� Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Sanitary Sewer Line
Lateral 1700
Lateral 4847
Lateral 778
Lateral 780
Lateral 781
Lateral 786
Lateral 798
Lateral 808
Lateral 808A
Lateral 836
Oqinion of Construction Cost
OPINION OF PROBABLE CONSTRUCTION COST TOTAL:
$83,062.10
$35,183.50
$20,344.50
$55,171.05
$47,451.80
$70,983.00
$39,860.15
$38,204.10
$30,529.40
$114,964.30
�535,753.90
�
E65-1
EXHIBIT B-5
(SUPPLEMENT TO ATTACHMENT B)
PRELIMINARY ESTIMATE OF PROBABLE CONSTRUCTION COST
Main 21 Drainage Area
Sanitary Sewe� Rehabilitation 8� Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Lateral Number 1700
�tem
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Quantity
500
56
3
2
58
406
3
556
10
1
5
5
250
Unit Desc�iption of Item
LF 8" PVC San. Swr. 0-6'
LF 8" PVC San. Swr. (over 6')
EA Std. 4'-0" M.H. w/insert
LF Extra Depth for M.H.
EA Drop M.H. w/insert
LF E�ra Depth for drop M.H.
EA Remove exist. M.H.
LF Replace 6" other than by open cut
EA 4" San. Swr. Service Tap
LF 4" San. Swr. Service Line
EA Vacuum Test M.H.
LF Post Const. TV Inspection
LF Perm. Pavement Repair
LS Sodding/Hydromulch
CY Misc. Concrete
CY Crushed Limestone
LF Trench Safety
ti
Subtotal
10% Contingency
Total Estimated Construction Cost
Unit Cost
$50.00
$57.00
$1,600.00
$125.00
$2,100.00
$175.00
$1,000.00
$60.00
$400.00
$35.00
$150.00
$1.50
$35.00
$500.00
$75.00
$20.00
$2.00
Item Total
$25,000.00
$3,192.00I
$4,800.00I
$0.00 j
$0.00
$0.00
$2,000.00
$0.00
$23,200.00
$,4,2,0.�0�
$450.00I
$834.00
$350.00
$500.00
$375.00
$100.00
$500.00
$75,511.00
$7,551.10
$83,062.10�
E65-2
EXHIBIT B�
(SUPPLEMENT TO ATTACHMENT B)
PRELIM(NARY ESTIMATE OF PROBABLE CONSTRUCTION COST
Main 21 Drainage Area
Sanitary Sewer Rehabilitation 8� Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Lateral Number 4847
Item
�
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Quantity
120
60
1
1
8
1
6
150
2
180
190
1
5
5
60
Unit
LF
LF
EA
LF
EA
LF
EA
LF
EA
LF
EA
LF
LF
LS
CY
CY
LF
Description of Item
8" PVC San. Swr. 0-6'
8" PVC San. Swr. (over 6')
Std. 4'-0" M.H. w/insert
Extra Depth for M.H.
Drop M.H. w/insert
Extra Depth for drop M.H.
Remove exist. M.H.
Replace 6" other than by open cut
4" San. Swr. Service Tap
4" San. Swr. Service Line
Vacuum Test M.H.
Post Const. TV Inspection
Perm. Pavement Repair
Sodding/Hydromulch
Misc. Concrete
Crushed Limestone
Trench Safety
Subtotal
10% Contingency
Total Estimated Construction Cost
Unit Cost
$50.00
$57.00
$1,600.00
$125.00
$2,100.00
$175.00
$2,000.00
$60.00
$400.00
$35.00
$150.00
$1.50
$35.00
$75.00
$20.00
$2.00
Item Total
$6,000.00
$3,420.00
$1,600.00
$0.00
$2,100.00
$1,400.00
$2,000.00
$0.00
$2,400.00
$5,250.00
$300.00
$270.00
$6,650.00
$0.00
$375.00
$100.00
$120.00
$31,985.00
$3,198.50
$35,183.50
E65-3
EXHIBIT B-5
(SUPPLEMENT TO ATTACHMENT B)
PRELIMINARY ESTIMATE OF PROBABLE CONSTRUCTION COST
Main 21 Drainage Area
Sanitary Sewer Rehabilitation & Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-0T0460460310
D.O.E. No. 2488
Lateral Number 778 (Under Building May be Private)
Item
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Quantity
1
1
230
4
1
230
Unit
LF
LF
EA
LF
EA
LF
EA
LF
EA
LF
EA
LF
LF
LS
CY
CY
LF
Description of Item
8" PVC San. Swr. 0-6'
8" PVC San. Sw�. (over 6')
Std. 4'-0" M.H. w/insert
E�ra Depth for M.H.
Drop M.H. w/insert
Extra Depth for drop M.H.
Remove exist. M.H.
Replace 6" other than by open cut
4" San. Swr. Service Tap
4" San. Swr. Service Line
Vacuum Test M.H.
Post Const. TV lnspection
Perm. Pavement Repair
Sodding/Hydromulch
Misc. Concrete
Crushed Limestone
Trench Safety
Subtotal
10% Contingency
Total Estimated Construction Cost
Unit Cost
$50.00
$57.00
$1,600.00
$125.00
$2,100.00
$175.00
$1,000.00
$60.00
$400.00
$35.00
$150.00
$1.50
$35.00
$75.00
$20.00
$2.00
Item Total �
$0.00
$0.00
$1,600.00
$0.00 �
$0.00I
$0.00
$1,000.00
$13,800.00
$1,600.00
$0.00
$150.00
$345.00 �
$0.00 I
$o.00�
$0.o0j
$0.00 �
$0.00�
$18,495.00
$1,849.50�
I
$20, 344.50I
E65-4
EXHIBIT B�
(SUPPLEMENT TO ATTACHMENT B)
PRELIMINARY ESTIMATE OF PROBABLE CONSTRUCTION COST
Main 21 Drainage Area
Sanitary Sewer Rehabilitation & Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Lateral Number 780
�
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Quantity
607
2
2
16
112
2
607
60
1
5
5
Unit Description of Item
LF 8" PVC San. Swr. 0-6'
LF 8" PVC San. Swr. (over 6')
EA Std. 4'-0" M.H. w/insert
LF Extra Depth for M.H.
EA Drop M.H. w/insert
LF Extra Depth for drop M.H.
EA Remove exist. M.H.
LF Replace 6" other than by open cut
EA 4" San. Swr. Service Tap
LF 4" San. Sw�. Service Line
EA Vacuum Test M.H.
LF Post Const. TV Inspection
LF Perm. Pavement Repair
LS Sodding/Hydromulch
CY Misc. Concrete
CY Crushed Limestone
LF Trench Safety
Subtotal
10% Contingency
Total Estimated Construction Cost
Unit Cost
$50.00
$57.00
$1,600.00
$125.00
$2,100.00
$175.00
$1,000.00
$60.00
$400.00
$35.00
$150.00
$1.50
$35.00
$500.00
$75.00
$20.00
$2.00
Item Total
$30,350.00
$0.00
$3,200.00
$0.00
$0.00
$0.00
$2,000.00
$0.00
$6,400.00
$3,920.00
$300.00
$910.50
$2,100.00
$500.00
$375.00
$100.00
$0.00
$50,155.50
$5,015.55
$55,171.05
i
�
EXHIBIT B-5
(SUPPLEMENT TO ATTACHMENT B)
PRELIMINARY ESTIMATE OF PROBABLE CONSTRUCTION COST
Main 21 Drainage Area
Sanitary Sewer Rehabilitation 8 Improvements
(Group 7, Cont�act 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Lateral Number 781
1
2
3
4
5
6
7
8
9
10
t1
12
13
14
15
16
17
Quantity
382
20
3
1
4
3
14
98
4
402
30
1
5
5
20
Unit Description of item
LF 8" PVC San. Swr. 0-6'
LF 8" PVC San. Swr. (over 6')
EA Std. 4'-0" M.H. w/insert
LF Extra Depth for M.H.
EA Drop M.H. w/insert
LF Extra Depth for drop M.H.
EA Remove exist. M.H.
LF Replace 6" other than by open cut
EA 4" San. Swr. Service Tap
LF 4" San. Swr. Service Line
EA Vacuum Test M.H.
LF Post Const. TV Inspection
LF Perm. Pavement Repair
LS Sodding/Hydromulch
CY Misc. Concrete
CY Crushed Limestone
LF Trench Safety
Subtotal
10% Contingency
Total Estimated Construction Cost
Unit Cost
$50.00
$57.00
$1,600.00
$125.00
$2,100.00
$175.00
$1,000.00
$60.00
$400.00
$35.00
$150.00
$1.50
$35.00
$500.00
$75.00
$20.00
$2.00
Item Total
$19,100.00
$1,140.00
$4,800.00
$0.00
$2,100.00
$700.00
$3,000.00
$0.00
$5,600.00
$3,430.00
$600.00
$603.00
$1,050.00
$500.00
$375.00
$100.00
$40.00
1
$43,138.00I
�
$4,313.80
$47,451.80
E65-6
EXHIBIT B-5
(SUPPLEMENT TO ATTACHMENT B)
PRELIMINARY ESTIMATE OF PROBABLE CONSTRUCTION COST
Main 21 Drainage Area
Sanitary Sewer Rehabilitation 8� Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Lateral Number 786 (Possible Abandonment)
Item
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Quantity
440
90
2
2
10
2
8
60
4
530
540
5
5
90
Unit Description of Item
LF 8" PVC San. Swr. 0-6'
LF 8" PVC San. Swr. (over 6')
EA Std. 4'-0" M.H, w/insert
LF E�ctra Depth for M.H.
EA Drop M.H. w/insert
LF Extra Depth for drop M.H.
EA Remove exist. M.H.
LF Replace 6" other than by open cut
EA 4" San. Swr. Service Tap
LF 4" San. Swr. Service Line
EA Vacuum Test M.H.
LF Post Const. TV Inspection
LF Perm. Pavement Repair
LS Sodding/Hydromulch
CY Misc. Concrete
CY Crushed Limestone
LF Trench Safety
Subtotal
10% Contingency
Total Estimated Construction Cost
Unit Cost
$50.00
$57.00
$1,600.00
$125.00
$2,100.00
$175.00
$1,000.00
$60.00
$400.00
$35.00
$150.00
$1.50
$35.00
$75.00
$20.00
$2.00
Item Total
$22,000.00
$5,130.00I
$3,200.00 j
$0.00
$4,200.00
�1,750.00
$2,000.00I
$0.00 I
$3,200.00
$2,100.00I
$600.00
$795.00
$18,900.00
$0.00
$375.00
$100.00
$180.00
$64,530.00
$6,453.00
$70,983.00
EB5-7
EXHIBIT B-5
(SUPPLEMENT TO ATTACHMENT B)
PRELIMINARY ESTIMATE OF PROBABLE CONSTRUCTION COST
Main 21 Drainage Area
Sanitary Sewer Rehabilitation 8� Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
�
Item Quantity
1 361
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
2
2
16
112
2
361
10
1
5
5
Unit
LF
LF
EA
LF
EA
LF
EA
LF
EA
LF
EA
LF
LF
LS
CY
CY
LF
Lateral Number 798
Description of Item
8" PVC San. Swr. 0-6'
8" PVC San. Swr. (over 6')
Std. 4'-0" M.H. w/insert
Extra Depth for M.H.
Drop M.H. w/insert
E�ra Depth for drop M.H.
Remove exist. M.H.
Replace 6" other than by open cut
4" San. Swr. Service Tap
4" San. Swr. Service Line
Vacuum Test M.H.
Post Const. TV Inspection
Perm. Pavement Repair
Sodding/Hydromulch
Misc. Concrete
C�ushed Limestone
Trench Safety
Subtotal
10% Contingency
Total Estimated Construction Cost
Unit Cost
$50.00
$57.00
$1,600.00
$125.00
$2,100.00
$175.00
$1,000.00
$60.00
$400.00
$35.00
$150.00
$1.50
$35.00
$1,000.00
$75.00
$20.00
$2.00
Item Total
$18,050.00
$0.00
$3,200.00
$0.00
$0.00
$0.00
$2,000.00
$0.00
$6,400.00
$3,920.00
$300.00
$541.50
$350.00
$�,000.00
$375.00
$100.00
$0.00
$36,236.50
$3,623.65
$39,860.15
EB5-8
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
EXHIBIT B-5
(SUPPLEMENT TO ATTACHMENT B)
PRELIMINARY ESTIMATE OF PROBABLE CONSTRUCTION COST
Main 21 Drainage Area
Sanitary Sewer Rehabilitation & Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Lateral Number 808A
Quantity Unit Description of Item Unit Cost
180 LF 8" PVC San. Swr. 0-6' $50.00
32 LF 8" PVC San. Swr. (over 6') $57.00
2 EA Std. 4'-0" M.H. w/inse�t $1,600.00
LF Extra Depth for M.H. $125.00
1 EA Drop M.H. w/insert $2,100.00
4 LF E�ra Depth for drop M.H. $175.00
2 EA Remove exist. M.H. $1,000.00
LF Replace 6" other than by open cut $60.00
10 EA 4" San. Swr. Service Tap $400.00
70 LF 4" San. Swr. Service Line $35.00
2 EA Vacuum Test M.H. • $150.00
212 LF Post Const. TV Inspection $1.50
232 LF Perm. Pavement Repair $35.00
LS Sodding/Hydromulch
5 CY Misc. Concrete $75.00
5 CY Crushed Limestone $20.00
122 LF Trench Safety $2.00
Subtotal
10% Contingency
Total Estimated Construction Cost
Item Total
$9,000.00
$1,824.00
$3,200.00
$0.00
$2,100.00
$700.00
$2,000.00
$0.00
$4,000.00
$2,450.00
$300.00
$318.00
$8,120.00
$0.00
$375.00
$100.00
$244.00
$34,731.00
$3,473.10
$38,204.10
EBS-9
EXHIBIT B-5
(SUPPLEMENT TO ATTACHMENT B)
� PRELIMINARY ESTIMATE OF PROBABLE CONSTRUCTIUN COST
Main 21 Drainage Area
Sanitary Sewer Rehabilitation & Improvements
(Group T, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Lateral Number 808
I Item
I
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Quantity
286
1
10
70
2
286
20
1
5
5
200
Unit
LF
LF
EA
LF
EA
LF
EA
LF
EA
LF
EA
LF
LF
LS
CY
CY
LF
Description of Item
8" PVC San. Swr. 0-6'
8" PVC San. Swr. (over 6')
Std. 4'-0" M.H. w/insert
Extra Depth for M.H.
Drop M.H. w/insert
Extra Depth for drop M.H.
Remove exist. M.H.
Replace 6" other than by open cut
4" San. Swr. Service Tap
4" San. Swr. Service Line
Vacuum Test M.H.
Post Const. TV Inspection
Perm. Pavement Repair
Sodding/Hydromulch
Misc. Concrete
Crushed Limestone
Trench Safety
Subtotal
10% Contingency
Total Estimated Construction Cost
Unit Cost
$50.00
$57.00
�$1,600.00
$125.00
$2,100.00
$175.00
$1,000.00
$60.00
$400.00
$35.00
$150.00
$1.50
$35.00
$500.00
$75.00
$20.00
$2.00
Item Toial
$14,300.00
$0.00
$3,200.00I
$0.00
$0.00
$0.00
$1,000.00�
$0.00 I
$4,000.00 j
$2,450.00
$300.00
$429.00
$700.00
$500.00
$375.00
$100.00
$400.00
$27,754.00
$2,775.40
�
$30,529.40I
EB5-10
EXHIBIT B-5
(SUPPLEMENT TO ATTACHMENT B)
PRELIMINARY ESTIMATE OF PROBABLE CONSTRUCTION COST
Main 21 Drainage Area
Sanitary Sewer Rehabilitation 8� Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
Lateral Number 836
Item
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
Quantity
292
500
2
2
13
3
22
200
4
792
800
1
10
10
600
Unit
LF
LF
EA
� LF
EA
LF
EA
LF
EA
LF
EA
LF
LF
LS
CY
CY
LF
Description of Item
8" PVC San. Swr. 0-6'
8" PVC San. Swr. (over 6')
Std. 4'-0" M.H, w/insert
E�ra Depth for M.H.
Drop M.H. w/inse�t
Extra Depth for drop M.H.
Remove exist. M.H.
Replace 6" other than by open cut
4" San. Swr. Service Tap
4" San. Swr. Service Line
Vacuum Test M.H.
Post Const. TV Inspection
Perm. Pavement Repair
Sodding/Hydromulch
Misc. Concrete
Crushed Limestone
Trench Safety
Subtotal
10% Contingency
Total Estimated Construction Cost
Unit Cost
$50.00
$57.00
$1,600.00
$125.00
$2,100.00
$175.00
$1,000.00
$60.00
$400.00
$35.00
$150.00
$1.50
$35.00
$1,000.00
$75.00
$20.00
$2.00
Item Total �
$14,600.00
$28,500.00
$3,200.00
$0.00
$4,200.00
$2,275.00
$3,000.00
$0.00
$8,800.00
$7,000.00
$600.00
$1,188.00
$28,000.00
$1,000.00
$750.00
$200.00
$1,200.00
$104,513.00I
$10,451.30
$114,964.30
E65-11
ATTACHMENT "C"
AMENDMENTS TO STANDARD CONTRACT
AND GENERAL SCOPE OF SERVICES
Main 21 Drainage Area
Sanitary Sewer Rehabilitation & Improvements
(Group 7, Contract 3) Part 3
Project No. PS46-0T0460460310
D.O.E. No. 2488
No amendments cited.
C-1
ATTACHMENT D1
PROJECT TABLE OF TARGET DATES
Main 21 Drainage Area
Sanitary Sewer Rehabilitation 8 Improvements
(Group 7� Contract 3) Part 3
Project No. PS46-070460460310
D.O.E. No. 2488
TASK DESCRIPTION
Notice to Proceed
Conceptual Design
Review Conceptual Design (City)
P�eliminary Design
Review Preliminary Design (City)
Easement Preparation
City Obtain Easements
Final Design
Review Final Design (City)
Prepare for Advertisement
Advertise
Award Contract
Construdion
Final Inspection & Acceptance
START
3/1 /99
3/1/99
3/16/99
4/6/99
4/25/99
4/11 /99
5/21991
5/16/99 �
6/8/99I
6/27/99I
7/18/99)
8/8/99I
10/5/99I
1 /4/00 I
PROJECTED
FINISH
N/A
3/15/99
4/5/99
4/25/99
5/15/99
5/1 /99
7/26/99
6/7/99
6/26/99I
7/17/99I
8/8/99 �
10/4/99I
1 /3/00 �
2/1 /00 �
D1-1
DURATION START
10d
15d
15d
15d
15d
60d
15d1
15d�
15d1
15d1
40d1
90d
30d
ACTUAL
FINISH DURATION
b0C Aq�cl AYrrpM M RM��n C1rrW �. P E
Wf AqeN No z�ee
10 I T��A Mr+w -- I�rYn
t DE31GN }1� dry�
j �.r..eA:..a � 1 Aar
� c...�o.w�---- ��a,y.
� ce�eo....wca ---- tsaysl
S e`r"`^^ OwP 90 a r. I
6 E..•wrww.ar�a �a e.r.l
7 Cw Oer.Eww.�n ` 60 mrs I
1i wtr�lwo 40f �p..�a I M Af1n I
� ( a..�....o..v�u....ac., I pmY'I
u I oe..�r... o.ot �o..�,.... I ea e.r+ I
� � r.. D.�r.r. a so«+ I JO d.7+ I
�o �..a.rQ.--tic.. I �oa+r:l
!
11 I 4wa. Prvse..+a n..e r.a I 15 m�� I
1� I 40 L AWARD i 61 Aqs I
�
1 S I .a.wr r Cr�ase. I 21 my� l
�s .......�...c..c....a I somnl
n coMsrRuc� I+is s.Y. I
u c.,..e.�u. I t�oa.n�
t� o...�.n.�a....m..�. I sanl
w.�er �ep.i a �..od.�.. H�d��o. �
EpA ReMG- (ddq 7. CMnel J). P�A]
PM 1A v�1 R wY�ra. P E(E17) 7]2-0141
�.7��7�sooi
S,N ik11�11
Mon L/NY Mm 17HKY
Mon 11/VO Mon Y1IVG
�.,� v�no ww »tso
w�eam�vo ww�n��ee
T�u u 15NB Tue )l7 ]R9
Men SItd9Y I Tue !fl/D9
Tut UE/DO I Mon lR199
I
FN 7/D9G � Wad 7/26189
ru. �ii yva I � enioc
wW 7/1NDY I Tw 1 W 191D9
� ernw I n+o� ai yee
r�. aiuva I u�o„ iai �ns
t�,. iai7no I ►w� �u�n9
Tw 11?/H Wed 1rtW0
n,. �iruo w�a iv�se
n,� ��n�uo I ww �aeAa
rn, �mna I Fe �mroo
Thu 1rI71001 FA 71tU00
Mon 7177100 I FA 7R1100
------- --- AITACHMENT'D-2' ---- -- ---
M�In 21 Dr�lnaye Are•
Sanitary Sewer Syzlem Rehahllltation S Improvements
(Croup 7, Conlrsd J), Part 3
Sewer ProJect No. P546-070460460310, D.O.E. N�. 24B8
1��Ouwne. 7�.nO...ne� ].a0aiw�e� ����M•� tafOuwnln
J�n � FM I Mv I Aor I Mir A Ju� I Jyt � !We 0 Sie I Ocl � Nw � 0.c I Jan � feb { 'M!r
I' �
. Yt
� � �
sni uu
. +ru �n�
SJ50 �
N �rY
in � ��e
� tns � e+x
' iR.1 10H! �
: .... . ....__ . . . ;._. . ... .... .. _ .._ ... .. ..... . . . ...... . :. _
. fC#�iWl: . .. �.
w� � �a��
+au � � xn
,. . . _._ _.. . . . .... . _ .. . _.._.. . .. . .
711Y N9
efrt vae
__ _. ., . _,._ ....
F .: I
e
raw •-�---- ,� nd.a w c.n,�i r.0 4. ��� �� `� sW�
.. .. .. .. .. .. .. .. .. ..
ah��ai T..� k\ 4 l\\`� I s.m.�.�y re�.e up rw.� r. Q en«n.i t..►. S,�2,'§�:�,`!f�'.�;�rS���
v.oy.�.. rtw.e w r,.w � I lilli iId��oVI:ili2i�leEl�'ir4ili�.� �'°�'� up �rau�... Aq.a su�rn•ry .y ,�;i
raya r er i
tnd O�wne� Jrtl G�w�1
Aw f ►b�r I JMrr I JJ
� venu
ATTACHMENT E
LOCATION MAPS
CITY OF FORT WORTH ENGINEERING
Main 21 Drainage Area
Sanitary Sewer Rehabilitation 8� Improvements
(Group 7, Contract 3) Part 3
P�oject No. PS46-070460460310
D.O.E. No. 2488
TITLE DESCRIPTION
EXHIBIT E-1 . . . . . . . . . . . . . . . . . OVERALL DRAWING
EXHIBIT E-1-1 . . . . . . . . . . . . . . . . . LATERAL 1700
EXHIBIT E-1-2 . . . . . . . . . . . . . . . . LATERAL 4847 & LATERAL 836
EXHIBIT E-1-3 . . . . . . . . . . . . . . . . LATERAL 778
EXHIBIT E-1-4 . . . . . . . . . . . . . . . . LATERAL 780
EXHIBIT E-1-5 . . . . . . . . . . . . . . . . LATERAL 781
EXMIBIT E-1-fi . . . . . . . . . . . . . . . . LATERAL 786
EXHIBIT E-1-7 . . . . . . . . . . . . . . . . . tATERAL 798
EXHIBIT E-1-8 . . . . . . . . . . . . . . . . LATERAL 808
EXHIBIT E-1-� . . . . . . . . . . . . . . . . LATERAL 808A
PAGE
............... EE1
E-1
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�,„�.�.. SAN!I'fAR1G SEWER SYSTI�M REMABILITAiI N' AN[� I'6�PR0WEI�ENTe
fG�i�3UP 7, (�OIVTRACT3)� PART 3
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CI TY OF FORT WORTH. TEXA5 EXH I B IT E= �-1
MAIN 2�R Draina�e Area
SANITARY S�WER SYSTEM REHABILITATIDN AND IMPROVEMENTS
(GROUP T, CONTRACT3l� PART 3
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CI TY OF FORT WORTH. TEXAS EXH I B IT E-1-2
MAIN 21R Draina e Area �
SANITARY SEWER SYSTEM REHABILITATI�N AND IMPROVEMENTS �
(GROUP 7� CONTRACT3l� PART 3
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City of Fo�t Wo�th, Texas
n✓i�' Ayar And C,�unc�l Commun�cAt�an
DATE REFERCNCE NUMBER LOG NAME PAGE
3/30/99 *'�'C-17350 301RMA 1 of 2
SUBJECT ENGINEERING AGREEMENT WITH WENDY LOPEZ AND ASSOCIATES, INC. FOR
MAIN 21 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 7, CONTRACT 3), PART 3
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering
ag�eement with Wendy Lopez and Associates, Inc. in the amount of $69,632.77 to prepare plans and
specifications for Main 21 Drainage Area Sanitary Sewer System Rehabilitation and Improvements
{Group 7, Contract 3), Part 3.
DISCUSSION:
The engineering services to be performed under this agreement consist of preparing plans and
specifications for the replacement of approximately 4,200 linear feet of sanitary sewer mains.
This project is part of the City's Integrated Wet Weather Wastewater Management Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
The project is generally bound on the north by Irma Street, on the south by Richmond Street, on the
east by Belzise Street, and on the west by the Union Pacific Railroad.
Wendy Lopez and Associates, Inc. proposes to perform the design work for the project for a fee not to
exceed $69,632.77, based on established hourly rates. Staff considers this fee to be fasr and
reasonable for the scope of services proposed.
Wendy Lopez and Associates, Inc. is in compliance with the City's M/WBE Ordinance by committing to
21 % M/WBE participation. The City's goal on this project is 17%.
The praject is located in COUNCIL DISTRICT 8, Mapsco 77L, M, Q and R.
In additson to the contract amount, $3,000.00 is required for project management by the Department of
Engineering.
City of Fort Worth, Texas
n►�c�yar And Caunc�l Carr�mun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
3/30/99 **C-17350 301RMA 2 of 2
sus�ECT ENGINEERING AGREEMENT WITH WENDY LOPEZ AND ASSOCIATES, INC. FOR
MAIN 21 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 7, CONTRACT 3), PART 3
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certsfses that funds are available in the current capital budget, as appropriafed, of
the Corrimercial Paper-Sewer Fund.
MG:j
Submitted for City Manager's
Office by:
Mike Groomer
Originating Department Head:
A. Douglas Rademaker
Additional Information Contact:
A. Douglas Rademaker
G14U
<157
�
6157 I
FUND I ACCOUNT I CENTER ! AMOUNT
(to)
(from)
PS46 531200 07Q460410310 $69,632.77
CITY SECRETARY
APPROYED
c�rY cou�ci�
MAR 30 �999
�, l i�i��,..�,;
Cltp Secretary of the
City ot Fari Wort�'�, TeFas