HomeMy WebLinkAboutContract 30653 CITY OF FORT WORTH, TEXAS CITY S317(-RETARY
NO .
—E�
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is . between the City of Fort Worth (the "CITY"), and
Dannenbaum Engineering Corporation, (the "ENGINEER"), for a PROJECT generally
described as: Pavement Reconstruction and Water and Sanitary Sewer Main
Replacement on Cockrell Avenue (SW Loop 820 to Rutland Avenue), Odessa Avenue
(SW Loop 820 to Wosley Drive), Wedgmont Circle N (Wilkie Way to Whitman Avenue)
and Wessex Avenue (Welch Avenue to Wedgmont Circle N).
Article I
Scope of Services
A. The Scope of Services is set forth in Attachment A.
Article II
Compensation
A. The ENGINEER's compensation is set forth in Attachment B.
Article III
Terms of Payment
Payments to the ENGINEER will be made as follows:
A. Invoice and Payment
(1) The Engineer shall provide the City sufficient documentation to reasonably
substantiate the invoices.
(2) 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 ha _to CT for delays or
damages caused the CITY because of u ' pension of s rvices.
ORIGINAL
Article IV
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
A. General
The ENGINEER will serve as the CITY's professional engineering representative
under this Agreement, providing professional engineering consultation and advice
and furnishing customary services incidental thereto.
B. Standard of Care
The standard of care applicable to the ENGINEER's services will be the degree of
skill and diligence normally employed in the State of Texas by professional
engineers or consultants performing the same or similar services at the time such
services are performed.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering work to
be performed hereunder. The ENGINEER shall also advise the CITY
concerning the results of same. Such surveys, tests, and investigations shall
be furnished by the CITY, unless otherwise specified in Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations, the
actual characteristics may vary significantly between successive test points
and sample intervals and at locations other than where observations,
exploration, and investigations have been made. Because of the inherent
uncertainties in subsurface evaluations, changed or unanticipated
underground conditions may occur that could affect the total PROJECT cost
and/or execution. These conditions and cost/execution effects are not the
responsibility of the ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in ink on
reproducible plastic film sheets, or as otherwise approved by CITY, which shall
become the property of the CITY. CITY may use such drawings in any manner it
desires; provided, however, that the ENGINEER shall not be liable for the use of
such drawings for any project other than the PROJECT described herein.
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 mariner
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
of performance by third parties; quality, type, management, o direction of
ENGINEERING CONTRACT
Page 3 of 14 r. '-'?'
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
and appropriate work space in order to conduct audits in compliance with the
provisions of this section. The CITY shall give ENGINEER reasonable
ENGINEERING CONTRACT
Page 4 of 14
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 reirriburse 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
Page 5of14 'i1J7�yp�nyyc�b-:`(
� ' NMI �JMiI
(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
Page 6 of 14
(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
Page 7 of 14F -
•1 r
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-0f-way, and access necessary for
the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and other
consultants as the CITY deems appropriate; and render in writing decisions required
ENGINEERING CONTRACT
Page 8 of 14
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
IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions
providing contractor indemnification of the CITY and the ENGINEER for contractor's
negligence.
H. Contractor Claims and Third-Party Beneficiaries
(1) The CITY agrees to include the following clause in all contracts with
construction contractors and equipment or materials suppliers:
"Contractors, subcontractors and equipment and materials
suppliers on the PROJECT, or their sureties, shall maintain
no direct action against the ENGINEER, its officers,
employees, and subcontractors, for any claim arising out of,
in connection with, or resulting from the engineering
services performed. Only the CITY will be the beneficiary of
any undertaking by the ENGINEER."
ENGINEERING CONTRACT �� ��
Page 9 of 14
(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 10of14
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
Page 11 of 14
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
$50,000, exclusive of attorney's fees, costs and expenses, will be final,
ENGINEERING CONTRACT
Page 12 of 14
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 filed by either party within said ninety (90) day period, the award shall
become null and void and shall not be used by either party for any purpose in
the litigation.
K. Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any reason to be
invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or
unenforceability will not affect any other provision, and this AGREEMENT shall be
construed as if such invalid, illegal, or unenforceable provision had never been
contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive
termination of this AGREEMENT for any cause.
L. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State laws and
regulations and with all City ordinances and regulations which in any way affect this
AGREEMENT and the work hereunder, and shall observe and comply with all
orders, laws ordinances and regulations which may exist or may be enacted later by
governing bodies having jurisdiction or authority for such enactment. No plea of
misunderstanding or ignorance thereof shall be considered. ENGINEER agrees to
defend, indemnify and hold harmless CITY and all of its officers, agents and
employees from and against all claims or liability arising out of the violation of any
such order, law, ordinance, or regulation, whether it be by itself or its employees.
ENGINEERING CONTRACT
Page 13 of 14 f r 1' =;5-:
1W"ORI Y i p
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
Executed this the L�day of 2004.
ATTEST: OF/FORT WO
Or*"\ �'� y: f (,
Marty Hendrix Marc. A. Ott J
City Secretary Assis�ant City Manager
L_ D=Yl �
APPROVAL RECOMMENDED
COAtraCt Authori atioR
Date A. Douglas Rademaker, P.E.
Director, Engineering Department
APPROVED AS TO FORM
AND LEGALITY
CA
Assistant City Attorney
DANNENBAUM ENGINFERINr, CORPORATION
ENGINEER
Louis H. on E.,
Principal
ENGINEERING CONTRACT
Page 14 of 14 CRY acn���Sql
I I����.
ATTACHMENT "A"
General Scopeof 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."
r, N RA
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
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.
N INr �
Fy. WANK H-�X.
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 fumish an original cover myiar for the signatures of authorized City
officials. The Contract Documents shall comply with applicable local, state and federal
laws and with applicable rules and regulations promulgated by local, state and national
boards, bureaus and agencies. The Engineer shall receive written approval of the
Phase 3 plans from the City's project manager before proceeding with Phase 4.
-3-
PHASE 4
16) Final Approved Construction Plans
The Engineer shall fumish 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.
Off
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.
1 u�N 1 Vl L
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 9/14/2004
DATE: Tuesday, September 14, 2004
LOG NAME: 30CIPCOCKRELL REFERENCE NO.: **C-20270
SUBJECT:
Engineering Agreement with Dannenbaum Engineering Corporation for Pavement Reconstruction
and Water and Sanitary Sewer Main Replacement on Cockrell Avenue (SW Loop 820 to Rutland
Avenue), Odessa Avenue (SW Loop 820 to Wosley Drive), Wedgmont Circle N (Wilkie Way to
Whitman Avenue), and Wessex Avenue (Welch Avenue to Wedgmont Circle N)
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager execute an engineering agreement with
Dannenbaum Engineering Corporation in the amount of $164,126.44 for pavement reconstruction and
water and sewer main replacement on Cockrell Avenue (SW Loop 820 to Rutland Avenue), Odessa Avenue
(SW Loop 820 to Wosley Drive), Wedgmont Circle N (Wilkie Way to Whitman Avenue), and Wessex
Avenue (Welch Avenue to Wedgmont Circle N).
DISCUSSION:
The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction of Cockrell
Avenue (SW Loop 820 to Rutland Avenue), Odessa Avenue (SW Loop 820 to Wosley Drive), Wedgmont
Circle N (Wilkie Way to Whitman Avenue), and Wessex Avenue (Welch Avenue to Wedgmont Circle N).
The engineering agreement is for the preparation of plans and specifications for pavement reconstruction
and water and sanitary sewer main replacement for the above identified streets.
Dannenbaum Engineering Corporation proposes to perform the necessary design work for a lump sum fee
of$164,126.44. City Staff considers this fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount, $82,659 (water: $23,000; sewer: $20,988; and streets: $38,671) is
required for project management by the Engineering Department.
Dannenbaum Engineering Corporation is in compliance with the City's M/WBE Ordinance by committing to
26% M/WBE participation. The City's goal on the project is 26%.
This project is located in COUNCIL DISTRICT 6, Mapsco 89U, X, Y; and 90N and S.
http://www.cfwnet.org/councll_packet/Reports/mc_print.asp 9/15/2004
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the
Water and Sewer Capital Project Funds and the Street Improvements Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
P264 531200 606170002331 $9,419.31
P264 531200 606170002332 $18,838.62
P264 531200 606170002333 $3,139.77
P274 531200 706170002331 $9,744.51
P274 531200 706170002332 $19,489.02
P274 531200 706170002333 $3,248.17
C200 531200 206400002331 $30,074.11
C200 531200 206400002332 $6Q,148.22
C200 531200 206400002333 $10,024.71
Submitted for City Manager's Office b Marc Ott (8476)
Originating Department Head: A. Douglas Rademaker (6157)
Additional Information Contact: A. Douglas Rademaker (6157)
http://www.cfwnet.org/council_packet/Reports/mc_print.asp 9115f204�{
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: WATER AND/OR SANITARY SEWER IMPROVEMENTS
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes engineering services for water and/or sanitary sewer
improvements for the following:
YEAR ONE 2004 CAPITAL IMPROVEMENTS PROJECT, CONTRACT 10
STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON
COCKRELL AVENUE (SOUTHWEST LOOP 820 TO RUTLAND), ODESSA AVENUE
(SOUTHWEST LOOP 820 TO WOSLEY), WEDGMONT CIRCLE NORTH (WILKIE WAY TO
WHITMAN)AND WESSEX AVENUE (WELCH TO WEDGMONT CIRCLE NORTH)
PROJECT NO. 00023
SUMMARY OF IMPROVEMENTS
WATER AND SANITARY SEWER REPLACEMENT
WATER SANITARY SEWER
Water Exist. Prop. Replacement Sewer Map Exist. Prop. Replacement
STREET COUNCIL map Pipe Pipe Length(LF) No. Pipe Pipe Length(LF)
NAME DISTRICT No. (In) (In) (In) (In)
Cockrell Ave
SW Loop 820 5 2042-364 800 800 800 2042-364 1,550 1,550 1,550
To
Rutland
Odessa Ave
SW Loop 820 5 2036-364 925 925 925 2036-364 325 325 325
To
Wosle
Wedgmont
Cir.N. 2030-360 2030-360
Wilkie Way 5 & 3,000 3,000 3,000 & 2,800 2,800 2,800
To 2036-360 2036-360
Whitman
Wessex
Welch 5 2030-360 900 900 900 2030-360 850 850 850
To Wedmont
Cir. N.
TOTS= 5,625 5,625 5,625 5,525 5,525 5,525
EA1-1
Rev 5/18/04
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A— PRE-ENGINEERING
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. For purposes of establishing a level of comfort, two (2) meetings are
anticipated. These include the following:
One (1) pre-design kick-off meeting, (including the CITY's Department of
Engineering and other departments that are impacted by the project).
One (1) review meeting at completion of the City's review of the conceptual
engineering plans.
b. Data Collection
In addition to data obtained from the City, ENGINEER will research and
make efforts to obtain pertinent information to aid in coordination of the
proposed improvements with any planned future improvements that may
influence the project. ENGINEER will also identify and seek to obtain data
for existing conditions that may impact the project including; utilities, City
Master plans, property ownership as available from the Tax Assessor's
office.
The data collection efforts will also include conducting special coordination
meetings with affected property owners and businesses as necessary to
develop sewer re-routing plans.
The following shall be applicable at all locations where it is necessary to
relocate or reroute the existing private sanitary sewer service line due to
the abandonment or realignment of the existing public sanitary sewer
lateral or main:
EA1-2
Rev 5/18/04
The CITY shall furnish the Engineer with a sample format of how the sewer
service line reroute/relocation should be designed and submitted for
construction. During design survey, if a rod can be inserted through the
cleanout to the bottom of the service line, the Engineer will obtain the flow
line elevation and design the service line prior to advertising the project for
bid. If the service flow line information cannot be obtained during design
survey, the Engineer shall delay the design of the sewer service line until
after the start of construction. The CITY will then direct the Contractor to
de-hole the service line at the clean-out location of all buildings or
structures so that the Engineer's surveyor can determine the flow line of the
sewer service line. The Engineer shall use this information to provide the
design for the sanitary sewer service line to be rerouted or relocated.
C. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
including utilities owned by the City, TxDOT and railroads. These entities
shall also be contacted if applicable, to determine plans for any proposed
facilities or adjustment to existing facilities within the project limits. The
information obtained shall be shown on the concept plans. The ENGINEER
shall show the location of the proposed utility lines, existing utility lines and
any adjustments and/or relocation of the existing lines within the project
limits. ENGINEER shall complete all forms necessary for City to obtain
permit letters from TxDOT and railroads and submit such forms to the City.
City shall be responsible for forwarding the forms to the affected agencies
for execution.
2. Schedule Submittal and Monthly Progress Report
The ENGIENER shall submit a progress schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with monthly
progress reports as required under Attachment B of the contract.
PART B - CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
a. Surveys for Design
The field survey will be provided by the CITY in accordance with the requirements
EA1-3
Rev 5/18/04
ICEL+ °
FT, li°0ZRT9, TE4n.
of the ENGINEER.
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 Department of Engineering. All text
data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc.,
shall be provided in the American Standard Code for Information Interchange
(ASCII) format, and all drawing files shall be provided in Autocad (DWG or DXF)
format (currently Release 12), or as otherwise approved in writing by the CITY, and
all data collected and generated during the course of the project shall become the
property of the CITY.
C. Conceptual Engineering Plan Submittal
i. Conceptual plans shall be submitted to City 20 days after Notice to Proceed
Letter is issued.
ii. The ENGINEER shall perform conceptual design of the proposed
improvements and furnish four (4) copies of the concept engineering plans
which includes layouts, preliminary right-of-way needs and cost estimates for
the ENGINEER's recommended plan. ENGINEER shall perform remaining
field surveys required for final design of selected route(s). The ENGINEER
shall also evaluate the phasing of the water, sanitary sewer, street and
drainage work, and shall submit such evaluation in writing to the City as a part
of the concept phase of the project. All design shall be in conformance with
Fort Worth Water Department policy and procedure for processing water and
sewer design. ENGINEER shall review the City's water and sewer master plan,
other pertinent design information and provide a summary of findings
pertaining to the proposed project.
EA1-4
Rev 5/18/04
2. Preliminary Engineering
Upon approval of Part B, ENGINEER will prepare preliminary construction plans as
follows:
a. Overall water and/or sanitary sewer layout sheets and an
overall easement layout sheet(s).
b. Preliminary project plans and profile sheets on 22" x 34"
sheets which show the following: Proposed water and/or
sanitary sewer plan/profile and recommended pipe size, fire
hydrants, water service lines and meter boxes, gate valves,
isolation valves, manholes etc., related appurtenances and
all pertinent information needed to construct the project.
Legal description (Lot Nos_, Block Nos., and Addition
Names) along with property ownership shall be provided on
the plan view.
C. For sewer lines, pipelines schedule for point repairs,
rehabilitation and replacement will be located on the base
sheets prepared from survey information gathered under
Part B, Paragraph b. Conflicts shall be resolved where
pipelines are to be rehabilitated on the same line segment.
Base sheets shall reference affected or adjacent streets.
Where open-cut and trenchless technology construction is
anticipated, below and above ground utilities will be located
and shown on the base sheets.
d. Existing utilities and utility easements will be shown on the
plan and profile sheets. ENGINEER will coordinate with
utility companies and the City of Fort Worth to determine if
any future improvements are planned that may impact the
project.
e. The design for sewer service line reroute/relocation will be
provided if the flow line elevation of the sewer service can
be determined from the cleanout location. If this elevation
cannot be determined during design survey, the design
shall be provided after award of the construction contract
as specified in Part A, Paragraph 1 b.
EA1-5
Rev 5/18/04
f. The ENGINEER shall make provisions for reconnecting all
identifiable water and/or wastewater service lines which
connect directly to any main being replaced, including
replacement of existing service lines within City right-of-
way or utility easement. When the existing alignment of a
water and sanitary sewer main or lateral is changed,
provisions will be made in the final plans and/or
specifications by the ENGINEER to relocate all service
lines which are connected to the existing main and
connect said service lines to the relocated main.
g. The ENGINEER will prepare standard and special detail
sheets for water line installation and sewer rehabilitation or
replacement that are not already included in the D-Section
of the City's specifications. These may include connection
details between various parts of the project, tunneling
details, boring and jacking details, waterline relocations,
details unique to the construction of the project, trenchless
details, and special service lateral reconnections.
h. 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.
EA1-6
Rev 5/18/04
i. 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".
j. Utility Clearance Phase
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.
ENGINEER will design City facilities to avoid or minimize
conflicts with existing utilities.
The ENGINEER shall deliver a minimum of 13 sets of
approved preliminary construction plans to the City's Utility
Coordinator for forwarding to all utility companies, which
have facilities within the limits of the project.
k. Preliminary construction plan submittal
i. Preliminary plans and specifications shall be
submitted to City 50 days after approval of Part B,
Paragraph).
EA1-7
Rev 5/18/04
ii. The ENGINEER shall deliver two (2) sets of
preliminary construction plans and two (2) sets of
specifications and contract documents to CITY for
review. Generally, plan sheets shall be organized as
follows:
Cover Sheet
General Notes/Legand
Easement layout (if applicable)
Abandonment
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. The ENGINEER shall submit a preliminary estimate
of probable construction cost with the preliminary
plans submitted. ENGINEER shall assist City in
selecting the feasible and/or economical solutions to
be pursued.
I. Review Meetings with City
The ENGINEER shall meet with CITY to discuss review
comments for preliminary submittal. The CITY shall direct the
ENGINEER in writing to proceed with Final Design for Final
Review.
m. Public Meeting
After the preliminary plans have been reviewed and approved
by the City, the ENGINEER shall prepare project exhibits,
provide the CITY with the database listing the names and
addresses of all residents and business to be affected by the
proposed project, and attend public meeting to help explain the
proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
EA1-8
Rev 5/18/04
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 40 days after
approval of Part B, Paragraph 2 k.
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY (each plan sheet shall be stamped, dated, and signed
by the ENGINEER registered in State of Texas) and submit 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.
EA1-9
Rev 5/18/04
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable construction cost
with the final plans submitted.
PART C - PRE-CONSTRUCTION ASSISTANCE
Administration
a. Deliver Bid Documents
The ENGINEER will make available for bidding, upon request by the CITY, up to
fifty (50) sets of the final approved and dated plans and specifications and contract
documents for the projects to the CITY for distribution to potential bidders.
Proposal will be delivered in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during this phase including preparation and
delivery of any additional addenda prior to bid opening to plan holders and respond
to questions submitted to DOE by prospective bidders. Engineer shall attend the
scheduled pre-bid conference.
The ENGINEER shall assist in reviewing the bids for completeness and accuracy.
The ENGINEER shall attend the project bid opening, develop bid tabulations in
hard copy and electronic format and return four (4) copies of the bid tabulation,
along with the contract documents to the City within three (3) working days after
bid openings.
c. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for the project. The
ENGINEER shall also consult with and advise the CITY on design and/or
construction changes, if necessary.
EAl-10
Rev 5/18/04
FT. W.."00101 fix.
EXHIBIT "A-2"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this attachment includes engineering services for paving and/or storm drain
improvements for the following:
YEAR ONE 2004 CAPITAL IMPROVEMENTS PROJECT, CONTRACT 10
STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON
COCKRELL AVENUE (SOUTHWEST LOOP 820 TO RUTLAND), ODESSA AVENUE
(SOUTHWEST LOOP 820 TO WOSLEY), WEDGMONT CIRCLE NORTH (WILKIE WAY TO
WHITMAN) AND WESSEX AVENUE (WELCH TO WEDGMONT CIRCLE NORTH)
PROJECT NO. 00023
SUMMARY OF IMPROVEMENTS
STREET RECONSTRUCTION
PAVEMENT STORM DRAIN
6"Lime 6"Reinforced 7"Internal 6"Reinforced 21" 24" 5'CURB 10'
STREET COUNCIL Stabilized Concrete Curb Concrete RCP RCP INLET CURB
NAME DISTRICT Subgrade Pavement (LF) Driveway (LF) (LF) (EA) INLET
SY S SF EA
Cockrell Ave
SW Loop 820 5 3,000 2,900 1,600 3,600 0 0 0 0
To
Rutland
Odessa Ave
SW Loop 820 5 3,400 3,400 1,850 3,400 0 0 0 0
To
Wosle
Wedgmont
Cir. N.
Wilkie Way 5 14,500 13,800 6,400 8,600 100 250 0 7
To
Whitman
Wessex
Welch 5 3,300 3,100 1,800 3,100 0 0 0 0
To Wedmont
Cir. N.
TOTAL= 24,200 23,200 11,650 18,700 100 250 0 7
EA2-1
Rev 5/18/04 -
Upon receipt of notice to proceed, the ENGINEER will perform the following tasks:
PART A— PRE-ENGINEERING
1. Initial Data Collection
a. Pre-Design Coordination Meetings
ENGINEER will attend and document meetings, as required, to discuss and
coordinate various aspects of the project and to ensure that the project stays on
schedule. For purposes of establishing a level of comfort, two (2) meetings are
anticipated. These include the following:
One (1) pre-design kick-off meeting, (including the CITY's Department of
Engineering and other departments that are impacted by the project).
One (1) review meeting at completion of the City's review of the conceptual
engineering plans.
b. Data Collection
In addition to data obtained from the City, ENGINEER will research and make
efforts to obtain pertinent information to aid in coordination of the proposed
improvements with any planned future improvements that may influence the
project. ENGINEER will also identify and seek to obtain data for existing conditions
that may impact the project including; utilities, City Master plans, CITY drainage
complaint files, existing applicable drainage studies and property ownership as
available from the Tax Assessor's office.
C. Coordination with Other Agencies
During the concept phase the ENGINEER shall coordinate with all utilities,
including utilities owned by the City, TxDOT and railroads. These entities shall also
be contacted if applicable, to determine plans for any proposed facilities or
adjustment to existing facilities within the project limits. The information obtained
shall be shown on the concept plans. The ENGINEER shall show the location of
the proposed utility lines, existing utility lines and any adjustments and/or relocation
EA2-2
Rev 5/18/04
of the existing lines within the project limits. ENGINEER shall complete all forms
necessary for City to obtain permit letters from TxDOT and railroads and submit
such forms to the City. City shall be responsible for forwarding the forms to the
affected agencies for execution.
2. Schedule Submittal and Monthly Progress Report
The ENGINEER shall submit a project schedule after the design contract is fully
executed. The schedule shall be updated and submitted to the CITY along with
monthly progress reports as required under Attachment B of the contract.
PART B - CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
i. Surveys for Design
a. The field survey will be provided by the CITY in accordance with the
requirements of the ENGINEER.
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
Department of Engineering. All text data such as plan and profile, legal
descriptions, coordinate files, cut sheets, etc., shall be provided in the
American Standard Code for Information Interchange (ASCII) format, and
all drawing files shall be provided in Autocad (DWG or DXF) format
(currently Release 12), or as otherwise approved in writing by the CITY,
and all data collected and generated during the course of the project shall
become the property of the CITY.
EA2-3
Rev 5/18/06
C. Drainage Computations
ENGINEER will review and document the storm water watershed
drainage runoff area and existing street, right-of-way and storm sewer
capacities for the subject site. A drainage area map will be drawn at 1" =
200' scale from available contour maps. Calculations regarding street and
right-of-way capacities and design discharges (5-year and 100-year
frequencies) at selected critical locations will be provided. Capacities of
existing storm drain will be calculated and shown. The ENGINEER's
responsibility includes recommendations for improvements of the existing
system as deemed reasonable and consistent with City standards.
d. Conceptual Engineering Plan Submittal
i. Conceptual plans shall be submitted to City 20 days after Notice to
Proceed Letter is issued.
ii. The ENGINEER shall furnish four (4) copies of the Phase 1
concept engineering plans which include layouts, preliminary right-
of-way needs and cost estimates for the ENGINEER's
recommended plan. The ENGINEER shall also evaluate the
phasing of the water, sanitary sewer, street and drainage work, and
shall submit such evaluation in writing to the City as a part of the
concept phase of the project.
2. Preliminary Engineering
Upon approval of Part B, ENGINEER will prepare construction plans as follows:
a. Drainage area maps with drainage calculations and hydraulic
computations. Information shown on the plans will be consistent with Part
A, Paragraph 1.b. for proposed condition.
b. Preliminary project plans and profile sheets which will show the following
and shall be on 22"x 34" sheets:
EA2-4
Rev 5/18/04
CITE 4'�� Eh�(
R. WilI)M, M.
Property Ownership
Curb Lines
Driveways
Medians (if applicable)
Sidewalks
Existing and proposed water and sanitary sewer mains.
C. Proposed roadway profile grades and elevations along each curb line;
elevations at all p.v.i.'s; pTs half stations; high and low points; vertical curve
information; and pertinent AASHTO calculations. Profiles for existing curbs
(if any) and existing ground at the left and right-of-way lines shall be shown.
Existing found property corners (e.g. Iron pins) , along the existing right-of-
way shall be shown on the plans. Profiles for existing and proposed storm
drain mains and leads shall be provided.
d. Existing utilities and utility easements will be shown on the roadway plan
and profile sheets. ENGINEER will coordinate with utility companies and
the City of Fort Worth to ascertain what, if any, future improvements are
planned that may impact the project.
e. Preliminary roadway cross-sections will be developed, from the survey
notes, at intervals not-to-exceed 50 foot along the project length and will
extend 10' past the right of way line on both sides of the street. Additional
cross-sections at important features including driveways, p.i.'s of
intersecting streets, (minimum distance of 100' along cross-street at each
P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline
of driveways will also be provided where necessary. Scale will be 1" = 10'
horizontal and 1" = 2' vertical.
f. Street and intersection layouts.
g. Proposed plan/profile sheets will conform to City of Fort Worth construction
legend. Adequate horizontal and vertical control shall be provided on the
plan sheets to locate all proposed and existing facilities. Legal descriptions
(Lot Nos., Block Nos., and Addition Names) along with property ownership
shall be provided on the plan view.
EA2-5
Rev 5/18/04
Iff
R. IR'V THi, YEN.
h. Furnish as a function of final plans, six (6) copies of the final cross-sections
on 22" x 34" sheets. Information on these sheets will include centerline
station, profile grades and centerline elevations, roadway section (existing
and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" =
2' vertical with cross sections plotted with stationing from the bottom of the
sheet, and will include laterals and inlets. CITY policy with regard to parking
design shall be maintained. Excavation and embankment volumes and end
area computations shall also be provided.
I. Right-of-Way Research
The CITY (in conjunction with conducting the field survey) 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.
j. Right-of-way/Easement Preparation and Submittal
Preparation and submittal of right-of-way, easements and rights-of-entry
will be completed by the CITY in conformance with "Submittal of
Information to Real Property Division for Acquisition of Property".
k. Utility Clearance Phase
The ENGINEER will consult with the City's Transportation and Public
Works Department, Water Department, Department of Engineering, and
other CITY departments, public utilities, private utilities, private utilities
and government agencies to determine the approximate location of
above and underground utilities, and other facilities that have an impact
or influence on the project. ENGINEER will design City facilities to avoid
or minimize conflicts with existing utilities.
The ENGINEER shall deliver a minimum of 15 sets of approved preliminary
construction plans to the City's Utility Coordinator for forwarding to all utility
companies, which have facilities within the limits of the project.
EA2-6
Rev 5/18/04
I. Preliminary Construction Plan Submittal
i. Preliminary construction plans and specifications shall be submitted
to CITY 50 days after approval of Part B.
ii. The ENGINEER shall deliver two (2) sets of preliminary
construction plans and two (2) specifications to CITY for review.
Generally, plan sheets shall be organized as follows:
Cover Sheet
General Layout and Legend Sheet
Drainage Area Map and Computations
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
iii. Preliminary estimate shall submit a preliminary estimate of probable
construction cost with the preliminary plans submitted. Engineer
shall assist City in selecting the feasible and or economical
solutions to be pursued.
M. Review Meetings with City
The ENGINEER shall meet with CITY to discuss review comments for
preliminary submittal. The CITY shall direct the ENGINEER in writing to
proceed with Final Design for Final Review.
n. Public Meeting
After the preliminary plans have been reviewed and approved by the City,
the ENGINEER shall prepare project exhibits, provide the CITY with the
database listing the names and addresses of all residents and business to
be affected by the proposed project, and attend public meeting to help
explain the proposed project to residents. The CITY shall select a suitable
location and mail the invitation letters to the affected customers.
EA2-7
Rev 5/18/04
3. Final Construction Plan Submittal
a. Final Construction Documents shall be submitted to CITY 40 days after
approval of Part B, Paragraph 2.
Following CITY approval of the recommended improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY (each plan sheet shall be stamped, dated, and signed
by the ENGINEER registered in State of Texas) and submit two (2) sets of
plans and construction contract documents within 15 days of CITY's final
approval. Plan sets shall be used for Part C activities.
b. ENGINEER's Estimate of Probable Construction Cost
The ENGINEER shall submit a final estimate of probable construction cost
with the final plans submitted.
PART C - PRE-CONSTRUCTION ASSISTANCE
Administration
a. Bid Documents Submittal
The ENGINEER will make available for bidding, upon request by
the CITY, up to fifty (50) sets of the final approved and dated plans
and specifications and contract documents for the projects to the
CITY for distribution to potential bidders. Proposal will be provided
in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during this phase including
preparation and delivery of any additional addenda prior to bid
opening to plan holders and respond to questions submitted to
DOE by prospective bidders. Engineer shall attend the scheduled
pre-bid conference.
EA2-B
Rev 5/18/04
The ENGINEER shall assist in reviewing the bids for completeness
and accuracy. The ENGINEER shall attend the project bid opening,
develop bid tabulations in hard copy and electronic format and
return four (4) copies of the bid tabulation, along with the contract
documents to the City within three (3) working days after bid
openings.
C. Assistance During Construction
The ENGINEER shall attend the pre-construction conference for
the project. The ENGINEER shall also consult with and advise the
CITY on design and/or construction changes, if necessary.
EA2-9
Rev 5/18/04
1IffG �� `
FT. wonfl, Ta
ATTACHMENT "B"
COMPENSATION AND SCHEDULE
2004 CAPITAL IMPROVEMENTS PROJECT, CONTRACT 10
STREET RECONSTRUCTION, WATER AND SANITARY SEWER
REPLACEMENT ON COCKRELL AVENUE (SOUTHWEST LOOP 820 TO
RUTLAND), ODESSA AVENUE (SOUTHWEST LOOP 820 TO WOSLEY),
WEDGMONT CIRCLE NORTH (WILKIE WAY TO WHITMAN) AND WESSEX
AVENUE (WELCH TO WEDGMONT CIRCLE NORTH)
I. Compensation:
A. The Engineer shall be compensated a total lump sum fee of$ 164,126.44
as summarized in Exhibit B-313". Payment of the total lump sum fee
shall be considered full compensation for the services described in Exhibit
"A-1" and Exhibit "A-2" for all labor materials, supplies and equipment
necessary to complete the project.
B. The Engineer shall be paid monthly as described in Exhibit `B-1",
Section 1 —Method of Payment.
Each Invoice is to be verified as to its accuracy and compliance with the
terms of this contract by an officer of the Engineer.
II. Schedule:
A. Phases 1 and 2 shall be completed 133 days after the "Notice to Proceed"
letter is issued.
The Scope of Services is outlined in Attachment"A", Exhibit"A-1" and
Exhibit"A-2".
EXHIBIT"B-1"
(SUPPLEMENTAL TO ATTACHMENT B)
METHOD OF PAYMENT
2004 CAPITAL IMPROVEMENTS PROJECT, CONTRACT 10
STREET RECONSTRUCTION, WATER AND SANITARY SEWER
REPLACEMENT ON COCKRELL AVENUE (SOUTHWEST LOOP 820 TO
RUTLAND), ODESSA AVENUE (SOUTHWEST LOOP 820 TO WOSLEY),
WEDGMONT CIRCLE NORTH (WILKIE WAY TO WHITMAN) AND W1JSS]EX
AVENUE (WELCH TO WEDGMONT CIRCLE NORTH)
I. Method of Payment
Partial payment shall be made to the Engineer monthly upon City's approval of an
invoice from the Engineer outlining the estimated current percent complete of the total
project.
The aggregate of such monthly partial fee payments shall not exceed the following:
Until satisfactory completion of Exhibits"A-1"and "A-2", Conceptual Engineering plan
submittal and approval by the City, a sum not to exceed 30 percent of the total lump sum
fee.
Until satisfactory completion of Exhibits"A-1"and "A-2", Preliminary Construction
Plan submittal to City, a sum not to exceed 60 percent of the total lump sum fee, less
previous payments.
Until satisfactory completion of Exhibits"A-1"and "A-2", Final Construction plan
submittal and approval by the city,a sum not to exceed 90 percent of the total lump sum
fee, less previous payments.
II. Progress Reports
A. The Engineer shall submit to the designated representative of Director of
Department of Engineering monthly progress reports covering all phases of
design by the 15`'of every month in the format required by the City.
B. If the Engineer determines in the course of making design drawings and
specifications that the construction cost estimate of$ 2,180,000.00 (as estimated
on Exhibit B-4)wil I 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 Director of the Engineering Department,shall suspend all work hereunder.
EXHIBIT B-2
(SUPPLEMENT TO ATTACHMENT B)
HOURLY RATE SCHEDULE
2004 CAPITAL IMPROVEMENTS PROJECT, CONTRACT 10
Cockrell Avenue, Odessa Avenue, Wedgemont Circle North
and Wessex Avenue
Employee Classification Rate/Hour
Principal $258.00
Project Manager/Planner $130.00
Senior Engineer/QA-QC $135.00
RPLS $93.00
Project Engineer $104.00
Design Tech. $78.00
CADD Tech. $ 54.00
Clerical $ 48.00
2-Man Survey Crew $100.00
3-Man Survey Crew $120.00
4-Man Survey Crew $150.00
Reimbursables Cost+ 10%
Mileage $0.375 Per Mile
Reproduction work will be at current commercial rates. Subcontractors will be paid for at actual
invoice cost plus ten percent (10%).
4082 Exhibit B-2
Ev
c,
fy, � , �,
EXHIBIT"B-3A"
SUMMARY OF TOTAL PROJECT FEES
2004 CAPITAL IMPROVEMENTS PROJECT, CONTRACT 10
STREET RECONSTRUCTION, WATER AND SANITARY SEWER
REPLACEMENT ON COCKRELL AVENUE (SOUTHWEST LOOP 820 TO
RUTLAND), ODESSA AVENUE (SOUTHWEST LOOP 820 TO WOSLEY),
WEDGMONT CIRCLE NORTH (WILKIE WAY TO WHITMAN) AND WESSEX
AVENUE (WELCH TO WEDGMONT CIRCLE NORTH)
Exhibit Exhibit Scope of Services Total Fee MIWBE %
A-1 Design Pavement Improvements $ 100,247.04 $ 27,187.70 27.12
A-2 Sanitary Sewer Design $ 31,397.70 $ 7,632.95 24.31
A-2 Water Design $ 32,481.70 $ 7,896.48 24.31
TOTAL $ 164,126.44 $ 42,717.13 26.03
% of
Proposed M/WBE Sub-Consultants Services Fees Total Fee
ANA Consultants, LLC Design $ 27,617.13 16.83
ANA Consultants, LLC SW3P $ 5,000.00 3.05
Alpha Reprographics Reproduction $ 10,100.00 6.15
TOTAL $ 42,717.13 26.03
Proposed Non-M/WBE Sub-Consultants
None
r
EXHIBIT "13-313"
FEE SUMMARY
2004 CAPITAL IMPROVEMENTS PROJECT, CONTRACT 10
STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT
ON COCKRELL AVENUE (SOUTHWEST LOOP 820 TO RUTLAND), ODESSA
AVENUE (SOUTHWEST LOOP 820 TO WOSLEY), WEDGMONT CIRCLE NORTH
(WILKIE WAY TO WHITMAN) AND WESSEX AVENUE (WELCH TO WEDGMONT
CIRCLE NORTH)
***WATER AND SANITARY SEWER***
OPINION OF PROBABLE CONSTRUCTION COSTS $ 783,700.00
CURVE "A" 7.9% X 0.85 = 6.715%
ENGINEERING DESIGN (DEC) $ 44,646.03
ENGINEERING DESIGN-
COCKRELL & ODESSA SEWER (ANA) $ 7,979.43
EROSION CONTROL PLANS & SW3P (ANA) $ 2,500.00
REPRODUCTION (ALPHA) $ 5,050.00
ADDITIONAL SERVICES $ 2,151.00
TOTAL WATER AND SEWER FEE $ 62,326.46
10% FOR SUB ($ 15,529.43) $ 1,552.94
TOTAL FEE $ 63,879.40
WATER FEE _ $ 31,397.70 SEWER FEE _ $ 32,481.70
***PAVING AND STORM DRAINAGE***
OPINION OF PROBABLE CONSTRUCTION COSTS $ 1,396,300.00
CURVE "A" 7.4% X 0.85 = 6.290%
ENGINEERING DESIGN (DEC) $ 68,189.57
ENGINEERING DESIGN-
ODESSA & COCKRELL (ANA) $ 19,637.70
EROSION CONTROL PLANS& SW3P (ANA) $ 2,500.00
REPRODUCTION (ALPHA) $ 5,050.00
ADDITIONAL SERVICES $ 2,151.00
TOTAL PAVING & STORM DRAINAGE FEE $ 97,528.27
10%FOR SUB ($ 27,187.70) $ 2,718.77
TOTAL FEE $ 100,247.04
***TOTAL DESIGN COST (WATER, SEWER, PAVING & STORM DRAINAGE)***
WATER DESIGN FEE $ 31,397.70
SEWER DESIGN FEE $ 32,481.70
PAVING & STORM DRAINAGE DESIGN FEE $ 100,247.04
GRAND TOTAL $ 164,126.44
N �i �
(INCLUDE THE FOLLOWING ON EXHIBIT"B-3B")
SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE(LESS SURVEY FEE)
A. SUMMARY OF TOTAL FEE
Service Description Water Sewer Paving Total
Engineering Services $ 31,397.70 $ 32,481.70 $ 100,247.04 $ 164,126.44
Surveying Services $ 0.00 $ 0.00 $ 0.00 $ 0.00
Total $ 31,397.70 $ 32,481.70 $ 100,247.04 $ 164,126.44
B. BREAKDOWN OF WATER, SEWER AND PAVING FEES (LESS SURVEY FEES)
1. Total Water Fee(less survey fee)Breakdown by Concept, Preliminary and Final Design
a. Concept(30%)=(Total Water Fee—Water Survey Fee)x(0.3) = $ 9,419.31
b. Preliminary(60%)=(Total Water Fee—Water Survey Fee) x(0.6) = $ 18,838.62
c. Final (10%)=(Total Water Fee—Water Survey Fee)x(0.1) = $ 3,139.77
2. Total Sewer Fee(less survey fee)Breakdown by Concept, Preliminary and Final Design
a. Concept(30%)=(Total Sewer Fee—Sewer Survey Fee) x(0.3) = $ 9,744.51
b. Preliminary(60%)=(Total Sewer Fee—Sewer Survey Fee) x(0.6) =$ 19,489.02
c. Final (10%)=(Total Sewer Fee—Sewer Survey Fee) x(0.1) = $ 3,248.17
3. Total Paving Fee(less survey fee)Breakdown by Concept, Preliminary and Final Design
a. Concept(30%)=(Total Paving Fee—Paving Survey Fee) x(0.3) = $ 30,074.11
b. Preliminary(60%)=(Total Paving Fee—Paving Survey Fee) x(0.6) =$ 60,148.22
c. Final(10%)=(Total Paving Fee—Paving Survey Fee) x(0.1) = $ 10,024.71
EXHIBIT"B-3C"
BREAKDOWN FOR REPRODUCTION FEE AND ADDITIONAL SERVICES FEE
FOR:
WATER AND/OR SANITARY SEWER
REPRODUCTION FEE TOTAL = $ 5,050.00
6 Sets of Plans (6 sets x $50/set) = $ 300
15 Sets of Plans (15 sets x$50/set)= $ 750
50 Sets of Plans (50 sets x $50/set) = $ 2,500
50 Sets of Specs (50 sets x $30/set) = $ 1,500
ADDITONAL SERVICES FEE TOTAL = $ 2,151.00
Public Meeting (3 hrs. p.m. x 130/hr. p.m.) _ $ 390.00
(2 hrs. designer x 104/hr. designer) _ $ 208.00
Mounted Exhibit (Lump Sum) _ $ 500.00
Pre-construction Mtg. (1.5 hrs. p.m. x 130/hr. p.m. x 1 mtg)— $ 195.00
Construction Phase (3 hrs. p.m. x 130/hr. p.m.) _ $ 390.00
(2 hrs. designer x 104/hr. designer) _ $ 208.00
Final Inspection (2 hrs. p.m. x 130/hr. p.m.) _ $ 260.00
PAVING AND STORM DRAIN
REPRODUCTION FEE TOTAL = $ 5,050.00
6 Sets of Plans (6 sets x $50/set) = $ 300
15 Sets of Plans (15 sets x$50/set) = $ 750
50 Sets of Plans (50 sets x $50/set) = $ 2,500
50 Sets of Specs (50 sets x $30/set) = $ 1,500
ADDITONAL SERVICES FEE TOTAL = $ 2,151.00
Public Meeting (3 hrs, p.m. x 130/hr. p.m.) _ $ 390.00
(2 hrs. designer x 104/hr. designer) _ $ 208.00
Mounted Exhibit (Lump Sum) _ $ 500.00
Pre-construction Mtg. (1.5 hrs. p.m. x 130/hr. p.m. x 1 mtg)=$ 195.00
Construction Phase (3 hrs. p.m. x 130/hr. p.m.) _ $ 390.00
(2 hrs. designer x 104/hr. designer) _ $ 208.00
Final Inspection (2 hrs. p.m. x 130/hr.p.m.) _ $ 260.00
OFF}C1A
EXHIBIT"B-4"
OPINION OF PROBABLE COST SUMMARY
CONCRETE PAVING
2004 CAPITAL IMPROVEMENTS PROJECT, CONTRACT 10
Cockrell Avenue, Odessa Avenue, Wedgemont Circle North
and Wessex Avenue
Cockrell. Avenue (Southwest Loop 820 to Rutland Avenue)
Water $ 57,200.00
Sewer $ 115,000.00
Paving & Drainage $ 171,300.00
TOTAL $ 343,500.00
Odessa Avenue (Southwest Loop 820 to Wosley Avenue)
Water $ 56,700.00
Sewer $ 25,900.00
Paving & Drainage $ 196,000.00
TOTAL $ 278,600.00
WedV,emont Circle North (Wilkie Way to Whitman Avenue)
Water $ 216,300.00
Sewer $ 198,500.00
Paving & Drainage $ 835,400.00
TOTAL $ 1,250,200.00
Wessex Avenue (Welch Avenue to Wedgemont Circle)
Water $ 55,000.00
Sewer $ 59,100.00
Paving & Drainage $ 193,600.00
TOTAL $ 307,700.00
Total Water and Sewer $ 783,700.00
Total Paving $ 1,396,300.00
GRAND TOTAL S 2,180,000.00
ATTACHMENT "C"
CHANGES AND AMENDMENTS TO STANDARD AGREEMENT AND
ATTACHMENT A
2004 CAPITAL IMPROVEMENTS PROJECTS
NONE
Aannenbaum Engineering Corporation
EXHIBIT B-5
ENGINEER'S PRE-DESIGN OPINION OF CONSTRUCTION COST
CONCRETE PAVING
PROJECT NAME: 2004 Capital Improvement Program, Contract 10 Date:June 4, 2004
Cockrell Avenue, Odessa Avenue, Wedgemont Circle
North&Wessex Avenue DEC Job No. 0040-82
Project Manager: Dena Johnson, P.E.
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE AMOUNT
Paving Improvements:
1 Unclassified Street Excavation Cy 11,500 $ 12.00 $ 138,000.00
2 Remove Existing Concrete Curb&Gutter LF 11,650 1.00 11,650.00
3 Remove Existing Concrete Flatwork SF 20,700 1.00 20,700.00
4 8"Thick Lime Stabilized Sub rade SY 24,200 3.00 72,600.00
5 Lime for Sub rade Stabilization TONS 455 90.00 40,950.00
6 Type"D"HMAC, 6"Thick SY 0 14.50 -
7 Concrete Curb&Gutter LF 0 10.00 -
8 6"Thick Reinforced Concrete Paving SY 23,200 23.00 533,600.00
9 7"Attached Concrete Curb LF 11,650 2.50 29,125.00
10 Silicone Joint Sealant LF 15,700 1.00 15,700.00
11 Reinforced Concrete Valley Gutter SF 0 4.50 -
12 Reinforced Concrete Retaining Wall Cy 100 300.00 30,000.00
13 6"Thick Reinforced Concrete Driveway SF 18,700 4.50 84,150.00
14 4"Thick Reinforced Concrete Sidewalk& Leadwalk SF 41,400 4.00 165,600.00
15 6"Thick Topsoil, Complete in Place SY 5,250 11.00 57,750.00
16 Adjust Manhole Rim to Finished Grade EACH 12 350.00 4,200.00
17 Adjust Meter Box to Finished Grade EACH 109 35.00 3,815.00
18 Adjust Water Valve Rim to Finished Grade EACH 13 250.00 3,250.00
19 Project Designation Signs EACH 7 300.00 2,100.00
20 Utility Adjustments LS 1 10,000.00 10,000.00
21 6"Sub Drain LF 100 14.00 1,400.00
22 Remove Existing Inlet EACH 7 450.00 3,150.00
Paving Subtotal $ 1,227,740.00
Contingencies(10%) $ 122,760.00
Paving Total $ 1,350,500.00
(Drainage Improvements:
1 4'x4'Storm Drain Junction Box EACH 1 $ 3,200.00 $ 3,200.00
2 10'Standard Curb Inlet EACH 7 2,500.00 17,500.00
3 24" Diameter Reinforced Concrete Pie LF 250 45.00 11,250.00
4 21" Diameter Reinforced Concrete Pie LF 100 40.00 4,000.00
5 Trench Excavation Safety Protection for Drainage LF 350 1.00 350.00
6 Tem orary HMAC Pavement Repair LF 350 12.50 4,375.00
7 Pre-Construction D-Hole EACH 2 470.00 940.00
Drainage Subtotal $ 41,615.00
Contingencies(10%) $ 4,185.00
Drainage Total $ 45,800.00
TOTAL PAVING& DRAINAGE IMPROVEMENTS $ 1,396,300.00
\1 120%3243-01Ws6mate\ina_a 1,mete,As
F
°:�
Dannenbaum Engineering Corporation
EXHIBIT B-5
ENGINEER'S PRE-DESIGN OPINION OF CONSTRUCTION COST
CONCRETE PAVING
PROJECT NAME: 2004 Capital Improvement Program,Contract 10 Date:June 4,2004
Cockrell Avenue,Odessa Avenue,Wedgemont Circle
North&Wessex Avenue DEC Job No.0040-82
Project Manager: Dena Johnson,P.E.
ITEM DESCRIPTION UNIT QUANTITY UNIT TOTAL
NO. PRICE AMOUNT
Water Improvements:
1 10" DR-14 PVC Water Pie LF 2,100 $ 30.00 $ 63,000.00
2 8" DR-14 PVC Water Pie LF 3,525 24.00 84,600.00
3 6" DR-14 PVC Water Pie LF 80 22.00 1,760.00
4 Ductile Iron Fittings TONS 3 3,150.00 9,450.00
5 10"Gate Valve&Valve Box EACH 6 975.00 5,850.00
6 8"Gate Valve&Valve Box EACH 13 725.00 9,425.00
7 6"Gate Valve&Valve Box EACH 4 500.00 2,000.00
8 8"x8"Tapping Sleeve&Tapping Gate Valve EACH 1 2,000.00 2,000.00
9 Fire Hydrant 3'-6"Bu EACH 4 1,650.00 6,600.00
10 Fire Hydrant Barrell Extension VF 4 12.00 48.00
11 Furnish&Install Class'A'Meter Box EACH 109 100.00 10,900.00
12 1"Copper Service LF 3,000 14.00 42,000.00
13 1"Water Service Tap to Main EACH 109 200.00 21,800.00
14 Cut, Plug&Abandon Water Main EACH 6 400.00 2,400.00
15
Temporary HMAC Pavement Repair LF 5,625 7.00 39,375.00
16 Remove&Salva a Existing Fire Hydrant EACH 4 250.00 1,000.00
17 Remove&Salvage Existing Gate Valve EACH 20 300.00 6,000.00
18 Remove&Salvage Existing Meter Box&Meter EACH 109 150.00 16,350.00
19 Trench Excavation Safety Protection for Water LF 5,625 1.00 5,625.00
20 2"Temporary Water Service LS 1 20,000.00 20,000.00
Water Subtotal $ 350,183.00
Contingencies(10%) $ 35,017.00
Water Total $ 385,200.00
Sewer Improvements:
1 8"PVC Sanitary Sewer-Open Cut All Depths) LF 5,465 $ 28.00 $ 153,020.00
2 8"D.I.Sanitary Sewer-Open Cut All Depths) LF 60 34.00 2,040.00
3 Standard 4'Diameter Sanitary Sewer Manhole EACH 24 1,900.00 45,600.00
4 Extra Depth for Sanitary Sewer Manhole VF 72 125.00 9,000.00
5 Watertight Manhole Inserts EACH 24 80.00 1,920.00
6 Concrete Collars EACH 24 200.00 4,800.00
7 4"Sanitary Sewer Service Connection EACH 119 250.00 29,750.00
8 4"Sanitary Sewer Service Lead LF 2,425 20.00 48,500.00
9 Sodding LF 1,875 12.00 22,500.00
10 Vaccuum Test Manhole EACH 24 135.00 3,240.00
11 Temporary HMAC Pavement Repair LF 3,650 7.25 26,462.50
12 Trench Excavation Safety Protection for Sewer LF 5,525 1.00 5,525.00
13 Post-Construction TV Inspection LF 5,525 1.50 8,287.50
14 Pre-Construction D-Hole for Sewer EACH 3 450.00 1,350.00
15 Crushed Limestone for Misc. Placement Cy 5 10.00 50.00
16 Type E(1500 psi)Concrete for Misc. Placement Cy 5 50.00 250.00
Sewer Subtotal $ 362,295.00
Contingencies(10%) $ 36,205.00
Sewer Total $ 398,500.00
Total Water&Sanitary Sewer Improvements $ 783,700.00
Paving Total $ 1,350,500.00
Drainage Total $ 45,800.00
TOTAL CONSTRUCTION COST $ 2,180,000.00
EXHIBIT B-5
ESTIMATED QUANTITIES
CONCRETE PAVING
City of Fort Worth 2004 CIP, Contract 10
Cockrell Avenue, Odessa Avenue,Wedgemont
Circle North &Wessex Avenue Improvements
ITEM QUANTITY PER MAIN TOTAL
NO. DESCRIPTION UNIT Cockrell Odessa Wedgemont Wessex QUANTITY
Paving Improvements:
1 Unclassified Street Excavation CY 1,400 1,600 6,900 1,600 11,500
2 Remove Existing Concrete Curb&Gutter LF 1,600 1,850 6,400 1,800 11,650
3 Remove Existing Concrete Flatwork SF 4,000 3,800 9,500 3,400 20,700
4 8"Thick Lime Stabilized Subgrade SY 3,000 3,400 14,500 3,300 24,200
5 Lime for Subgrade Stabilization TONS 65 80 235 75 455
6 Type"D"HMAC,6"Thick SY - -
7 Concrete Curb&Gutter LF - - - -
8 6"Thick Reinforced Concrete Paving SY 2,900 3,400 13,800 3,100 23,200
9 7"Attached Concrete Curb LF 1,600 1,850 6,400 1,800 11,650
10 Silicone Joint Sealant LF 15,700 15,700
11 Reinforced Concrete Valley Gutter SF - -
12 Reinforced Concrete Retaining Wall CY 75 25 100
13 6"Thick Reinforced Concrete Driveway SF 3,600 3,400 8,600 3,100 18,700
14 4"Thick Reinforced Concrete Sidewalk&Leadwalk SF 5,600 6,700 22,500 6,600 41,400
15 6"Thick Topsoil, Complete in Place SY 670 850 2,900 830 5,250
16 Adjust Manhole Rim to Finished Grade EACH 9 3 12
17 Adjust Meter Box to Finished Grade EACH 19 18 55 17 109
18 Adjust Water Valve Rim to Finished Grade EACH 2 2 8 1 13
19 Project Designation Signs EACH 2 2 2 1 7
20 Utility Adjustments LS 1 1
21 6"Sub Drain LF 100 100
22 Remove Existing Inlet EACH 7 7
Drainage Improvements:
1 4'x4'Storm Drain Junction Box EACH 1 1
2 10'Standard Curb Inlet EACH 7 7
3 24" Diameter Reinforced Concrete Pipe LF 250 250
4 21"Diameter Reinforced Concrete Pipe LF 100 100
5 Trench Excavation Safety Protection for Drainage LF 350 350
6 Temporary HMAC Pavement Repair LF 350 350
7 1 Pre-Construction D-Hole EACH 2 2
0040-82 Opinion of Cost Concrete xis
EXHIBIT B-5
ESTIMATED QUANTITIES
CONCRETE PAVING
City of Fort Worth 2004 CIP, Contract 10
Cockrell Avenue, Odessa Avenue,Wedgemont
Circle North &Wessex Avenue Improvements
ITEM I QUANTITY PER MAIN TOTAL
NO. DESCRIPTION UNIT I Cockrell Odessa Wedgemont Wessex QUANTITY
Water Improvements:
1 10"(DR-14)PVC Water Pipe LF 2,100 2,100
2 8"(DR-14)PVC Water Pipe LF 800 925 900 900 3,525
3 6"(DR-14)PVC Water Pipe LF 20 20 20 20 80
4 Ductile Iron Fittings TONS 0.5 0.5 1.5 0.5 3.0
5 10"Gate Valve&Valve Box EACH 2 4 6
6 8"Gate Valve&Valve Box EACH 2 2 7 2 13
7 6"Gate Valve&Valve Box EACH 1 1 1 1 1 4
8 8"x8"Tapping Sleeve&Tapping Gate Valve EACH 1 1
9 Fire Hydrant(3'-6"Bury) EACH 1 1 1 1 4
10 Fire Hydrant Barrell Extension VF 1 1 1 1 4
11 Furnish& Install Class"A'Meter Box EACH 19 18 55 17 109
12 1"Copper Service LF 475 450 1,650 425 3,000
13 1"Water Service Tap to Main EACH 19 18 55 17 109
14 Cut, Plug&Abandon Water Main EACH 2 2 2 6
15 Temporary HMAC Pavement Repair LF 800 925 3,000 900 5,625
16 Remove&Salvage Existing Fire Hydrant EACH 1 1 1 1 4
17 Remove&Salvage Existing Gate Valve EACH 2 3 12 3 20
18 Remove&Salvage Existing Meter Box&Meter EACH 1 19 18 55 17 109
19 Trench Excavation Safety Protection for Water LF 800 925 3,000 900 5,625
20 2"Temporary Water Service LS 1 1
Sewer Improvements:
1 8"PVC Sanitary Sewer-Open Cut(All Depths) LF 1,550 325 2,780 810 5,465
2 8"D.I.Sanitary Sewer-Open Cut(All Depths) LF 1 20 40 60
3 Standard 4'Diameter Sanitary Sewer Manhole EACH 9 2 10 3 24
4 Extra Depth for Sanitary Sewer Manhole VF 27 6 30 9 72
5 Watertight Manhole Inserts EACH 9 2 10 3 24
6 lConcrete Collars EACH 9 2 10 3 24
7 4"Sanitary Sewer Service Connection EACH 36 11 55 17 119
8 4"Sanitary Sewer Service Lead LF 1 270 80 1,650 425 2,425
9 Sodding LF 1,550 325 1,875
10 Vaccuum Test Manhole EACH 9 2 10 3 24
11 Temporary HMAC Pavement Repair LF 2,800 850 3,650
12 Trench Excavation Safety Protection for Sewer LF 1,550 325 2,800 850 5,525
13 Post-Construction TV Inspection LF 1,550 325 2,800 850 5,525
14 Pre-Construction D-Hole for Sewer EACH 2 1 3
15 Crushed Limestone for Misc. Placement CY 1 2 2 5
16 Type E(1500 psi)Concrete for Misc. Placement CY 1 2 1 2 5
' DP" U:
0040-82 Opinion of Cost Concrete As ■� 0 00'.01 � ���
o
� U
E
'm
m c
� d
c
O
u C7
F
a
d
LL
C
Z
U
Q
in
d
c
� v
Q y
O
N - '
` O ;t+ in U VI VI
N ¢
U
Z .3 U U U V -
C G Z. m
y> ¢ z = m
D v o
c e = w
W
0 > N W U 9 c7 ? N
J ¢ c �••• t n
p cc>�7 z isa o
CL` (n s
Z O
ai _
LLJZ c c
> 5w
�OaUU a
Q et
a x p o L c
E z
JU rn e .
CL s
U d O Y
v.
a a n r
O 7 >
N ] N N ? ppy
V
0
N =
Z
O
aW Y
�a
ai Z8
o
2
Uo ca
LCL dc 1E B
N d c -E nt c t aTloc) xy
� B co a) w
cZa o o o o
as v `s o c a
V N >` U > > o W N U — 10 G O O J
•E a °' m o o c t 00 _m U c a °n c a 0 2 2 o y a z
Z Z ro c o c d o c o u U n
W e m S n 3 y m LL ao N a o m �_^ LL o m LL LL a u°�i m ¢ y c c c �' U O
o m a o r d a u o a v (� 5 o O 2 v
A a c "S B' of a $ 2° _ >. o e �. 0`7 U y U U 'Eu
o O
z a g w C o m o y .d o m u o ¢ v n of o 2 ° o N z
Q v x z ii U tt a` M U z Q N 5 �i U 5 m U � U ,e ¢ O U u'� wir
c c r
Z A a r�
zw
Q
as
6
0 C
OC
U
c
O
m co
C: Q
> N
Q c
o aXi U-
U �
0
Z CO
O Z0 cu
U 0 N
� o ooU� 0000
r W U f0 t0 fu O N LO U') O N It N N
O O
a_ 0 0
C E O
y cn a) a 'to v U') LO Ln Ln Ln U') co cD
v� m 7 0 0 0 0 0 0 0 0 0 0 0 0
Z N r_ o N 0 0 0 0 0 0 0 0 0 0
ui 0 C N N N N N N N N N N N
C1 O V N 00 C 7 CD O V V
N N CV CV N
LU
rr+ j p O N M M N C 7
Q 0 c N
> U It V rt It U7 U7 Lr) U7 U7 U7 U7 O
a Q CO 0 0 0 0 0 0 O O O O O
O O O O O O O O O O O O
U (gyp N N N N N N N N N N CV (V
Q Lo
O O r \ r M
< O CD O co ` N (A N N
EL
Q
U
,T c
>
Q U c U aci m
Y � a.
U
a)
Cl) a (0 j d1 a� p 'D V 0 7
cop a> U c >
o a� c Q > � o
V a) U (Q C LL Q (4 O O
c o .� m LL a) 3 U a m
ZUU � C' � a Q c Y
0 a� ) 0 a,
� � .1
a> a> LL LO
a
Lo X
N
7
b
N
L
U
V1
N
C9
O
O
O
T ^ a II
8 9 10 p2 22 21 20 19 16 17 16 I s I4 ,7 2e 27 s 5 17 19 13 20 1 1•2 E "
-53 0 22' Q.pz3 C VE i A E. 26 5.2 s
D� 6 916, 14 19 14 3 19 2 4 •I
12 ,7 5 7H 17 7 4 5 6 7 S'� 7 'S ,5 la 32�G
14 2 9 9 10 1 12 24 •3 E
IS 16 16 ZZ• Fj 3• 38^ [ 5 4 I'7 IJ CD 27 a 9 16 17 1610. E 17 3SA0 80
ERi1
9 C 6 19 9
f 3A 33 32 31 22
29 O 1fi 6,• c 1 1 2
27 26 25 , r 3s E I H JD za• 9 to
24 20 J> 27 2fi 6• 17 21 II Q 12 19 II.O
f. 23 " Q e A Vf z3 22 //.� 20 0.76E 13.69 10
7.
9 6• 22 21 � � 1 2 3 4 L JT 21 20 fl9 4 19 13 17' Ia 0 29�
g 9 2 N 4.
9 s 6 6 7 a f la gr72 I '2 - DIB E 27
12 S 43 42 M 9 10 II 16 1T 14 3•
41 [�[• •I 12 I6
B _ 14 Is •9l � y S• 40 /39 .�9 17 IS •0 16 0.72E q.0
16 7a 37 [ 50 9 14 b Q 17 9 15 5 Is 0'5 E S
36
Al 1 2 35 3q 33 32 618 N 19 20 21 fi 14 j1229
A2R •7?8. 6JI 29 J. IJ 3.2 EL
/S• I'� 22 O
6 7 N g. 0'78° A2 H• �5 / g 27 26 25 I8•77
O A I 3 ZZ 13 O I, 13 24/ .90E 8 I 2
4J 42 7j
4 12 I-0 23 4-
6
45E 23 P 3 41 40 39 ♦37 17 ,a WES TF/E 3E Z0. OE
38 re "Lo
1.09 O 3S.z/ ' v 37 36 J5 6 [, /S 20
22 2 d 1n Q 1, [-546 74 J3 32 i4 0 21 22 2J 24
JI
40• 1 4 2 34"'BK. 3 [ 30 IS 84 / •SIE 1 2
21 706 [ 2 1 AHD Z•20 '5509 29 29 2a /6
20 W 40.58 2D �� 14 2 a� za 3•l/ 6• 27 26 7E '^
1 25
G 19. 3 V 33.01 3 I 2 5. [-55 27
0 26
19 s IB W 4 4 27 \ 10 Q 6•IS 16 6. 9 9./S
IB 6 d K �1 a 5 4.79 3 e 9Q 2 IS 50•
J• 17 V 3�
4 14 la 51 7Cb
17 7 I 16 50• I 6 O:25 5 BQ 4 IJ I7 O1 J•50 2•8g INTERS T
16 8 lT 6 P� 7 24 7 16 492 r.7 v 9
Ch 7
9
qT
Y' 6 5 4
9 N J Z
15�c IS 9 8 6 3• ISv 2 N J• a • 19 8.
U 14 a ,Lp ,LgF, tam 22 4• 9 .\ 47 J 4 7 3 2 6qE
14 1' IO�Q. .OL y. '\• ti4 21 OO = 14 5 I 18 24
I IJ °' 6.• 8" n i0 J• '9Z Q• 4 4.77 1 3 2
IDE 0.54 12 5.93E *� FS 11 zo SS •85E 13 • 46 I7 z3
13 I J I p 14 C,p 12 19 9 9 60 6 '`\' 0 6 40)� 22 J Ql
pa L 30 F!
13 S� 19 93 45 r e 7 O \15 �� s
a 11 6• 7 15 17 15.24= / J C,� �/ 21 4 V
L 54 97 9• 5 06. I'QP'3 .�A�" 0914 .y �p7�� /,d 9L IO 12.94E q 0. 9 ,S9 5 7.
- 17 O+ I6 IS f 43
I B 'T1P \ 7 19
Q 19 6`• O+ 6•. J� lo, B I I a 6 (] O6 25
25 24 23 21 20 19 12'� 42 `� \ 3• 19 P,
6
13 4 +� �• 18 -J7�p J6 1h� IJ 41 40 E• O�i�� `n O6�I7 8 7 z4
23Q
S 6 7 a •9 IO 11 6. 20 O 7 , 6• 5 IS 79 'P l4 �(.' 9
6• -5 24 21 A 0e g 6B♦ 74 6 O sO T! IJ , II 10 6 2Z
1 z1
1 e 27 026 25 •23 22 5 3.2 9•. <`rJ`.p�32 7 8 17 IB 3:37
24
� q \ 00 •00 •Sss'f 31 9 OOS,9 O 35`s.9> 14 m_ lad S1 13
�j B• 1
2 3 "1 11 ` 10•o cS 3o ID S 20 j4 � Is 1 .5
> g O ! 29 I < ? I6 15
O 7
5 6 B 9 0 1 1 12 3 I 12 $,F A FS 21 73 ay 16 C
31 1 6.. 13 9v a (+,-- 27 O 6,.2 13 22 S 32 s• (o \`' A Q \
14 B 12
12• 0 9.40 4• 3 6` FI- 23 O 31 Oy 16 \20 p
20 19 IB I7 16 Is Iq 13 17 16 15 7 , Iq 24 C• B ,� G
6 02 �Olq s. I e. < Jo v
5 '(
•S
15 p�C 25 24
's,15
1 fi 25 29 �• 19 g.7.6 29
7 J 26 30
q I6 3 , 2820 S 23 7 29 O ,/_ CO
5 6 7 8 9 I 12 1 2 rO 17 ! C 2 6 19 9? 22 27 JI 'S
- 99 6 a \A. Z,a !y -49 9 < a QC \p•6 -ON
v� 61 3
2U
20 19 18 17 21• D 14) •50 IB•0 20 19 9
16 ,5 13 23 22 21
-7 I.0 , O,p S IT .5's 20 13 \�L"\ /. 19-
DR. r S 8 to !y 6 B• '9 I6 p 5�' a 1 1 A,1
g n8.6 T 1 1 7 I s Z•8 14 52 15 h1 \p•
9
g 6
b€ 8 LEGEND ji 2004 CAPITAL IMPROVEMENT
Ge�Dg ATTACHMENT E 0 200 400 PROJECT CONTRACT 10
WATER,SEWER & PAVING GRAPHIC SCALE IN FEET
_ LOCATION MAP OF
IMPROVEMENTS
IMPROVEMENTS
S. S.M. 2036-364 & 2042-364 WEDGEMENT CIRCLE NORTH &
MAPSCO'n 9ON & S WESSEX AVENUE
COUNCIL DISTRICT 6 DQ=BAUM
DANNENBAUN ENGINEERING CORPORATION
ort w•M Nu»i iu,..i
IIR
25 PF
POR ISR N 11 B 6 WEOCEW000 10
2
6 IOR / uR I6R I3 9 Q I7 7 ELEMENTARY
T 9
21R 5R 9R 13R C. 16 12 10 16 Wf06fW000 IR
8 BR 22R 12R Q 14fl 19 ` ,Q /T 15 PARK 11
7R 23R IJR 20 2 14 �-
67R 3 s
6R 24R I OR 12R 21 32 17 3°ti�
4 3'76
"� 1 I+i 2
SR 25R 9R IIR 22 31 3 R '09
3'
I OR Sly yVj 0_ 6 17
26R / 23 30 4 2 � 23.06E O
0
27R 7R 9R 24 00 29 5 32 I v, 7 12
9" L r
28R 6fl(y BR 25 29 6 JI 3 6q N WA B
30 35 3•
4 32 I 1 12 35
30 4R 21 ^ 26 B 29 5 I 7 3.92 E
3R 5R 25 ^iO JI } 2 74
28 9
4R 33
2B 6 30 Z B 1
4 5
2R 29 2 IO �,\ 27 7 ti\ 4 3 3 2 5•
0,'y1R 3R 23 � p 29 / - 9 17.5• 6
'00 2R ]0 p 11 26 B J4/ a }2 •30 a 10 .Z 7 47
31 22 12 v 25 9 P �' 6 5 2 3.52 10.67
2
IR ,2P 'L 3• 1 27 7 SI IRS s 11 B O
21 � 46
_ � 72Pv J(. 13 P 24 l0 26 0^ 6 30 I � �3 2 Sag G 45
�. J7 0Q 20 / P 23 B rycb , U 6 12
14 25 y ;4I 44
2 19 15 22 12 6 ZB � f3
JI 19 J` P 24 IO 3 50' 10 47 h�
30 \ I6 ,Q IJ / 23 14 I I
21 17 20 14 22 11:00 10 26 P 4 2� 42 V
39
II 1 S 12 41
P� • ♦ 20 1 IS 21 25
'� 19 16 IJ�. 6 24
17 O 12
2J 77 J9
17 4 x!4/7 ♦ ZB^ / 17 pb/V 19 I5 1413 B 22 � 36 IB 14 /�.$ 13
16 � 27 O. ni' I B 16 22 0 I S 39 O
210. 35 19 37 14
/' 26 2 Vf I7 15 21 10 20 Q' I6
7
6 25 P I6 20 3 74 }4 20 3b 15
2 24 3 P s� 19 11 19 21 17 0.08 16 17
2 27 17 33 75
18' 22 IB 34
22 5 3 26 I 16 11 17 32 23 23 19 �sf 9-25E
21 6 4 25 0 21 31 20 J7 / 12 G2
20 7 6 5 24 2 ' �\ 14 16 �1
70 z4 r.
B 23 3 20 15 31 9 13
19 9 7 1 R 29 25 "2
I I 10 6 6 22 S 4 I+ 2 20 .y"'� 28 27 26�� 23 UO 30 q�9 B la
9 21 IBy P 29 9 7 15
l0 20 6 ] 19 Y �� 24 (`spp I6
I I I B � 7
IB 16 5 17 '� B 25 27
I J 12 I s 6 16Y1OG 5 b 9 26 ^1\OGS 4
16 I4 7 9 15 p 10 (c) 19 eR
IS 10 IJ p 4 2 3`A' 20 6 Sr
� 6 3 I I C`, 7R F9
IG" 2 4
13 12 1 21
3.95 "� 9 10 I I 12 2 16 15 14 �`C,'S 22 + sR�j S"00 10
1 13 1 IB 17 10 23 I 2 II
7R 2 9 \ `06 24 4R� 12
20 198 \0 }R 7O 2
O AR 3
77 I S 14fl 1 B 17 16 6 7
0
^0 5 5
g 1 3 4 IS 9L IS \
W. in 6
w 7R Bfl MgL ON 9R T. 4
IOR 15
Z IIR 16 IB 5
�o IR 00 12R 13R 2 20
60' I9 18 17 _ 5 WAY 20 \O ISR 01.39
d� 1 16 Is 9.08E B, E .21 14R 1 "'
2R
q p 14 r1 22 13R A\ 1 I6ly
z p 17 12 11 z1 12R \p6' S.gB W 7
o _55 4R SP 6R v I 27 26 25 2a IOfl IR IIR 13 2 5.56 W B
l q R 9R 8
� a LEGEND 2004 CAPITAL IMPROVEMENT
ATTACHMENT E
�4eg o 200 400 PROJECT CONTRACT 10
WATER,SEWER & PAVING GRAPHIC SCALE 1N FEET
_ IMPROVEMENTS LOCATION MAP OF
IMPROVEMENTS
S. S.M. 2030-360 & 2036-360 ODESSA AVENUE &
MAPSCO'D 89U.X & Y COCKRELL AVENUE
COUNCIL DISTRICT 6 DANNENBAUM
GANNENBAIAI ENGINEERING CORPORATION
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 9/14/2004
DATE: Tuesday, September 14, 2004
LOG NAME: 30CIPCOCKRELL REFERENCE NO.: **C-20270
SUBJECT:
Engineering Agreement with Dannenbaum Engineering Corporation for Pavement Reconstruction
and Water and Sanitary Sewer Main Replacement on Cockrell Avenue (SW Loop 820 to Rutland
Avenue), Odessa Avenue (SW Loop 820 to Wosley Drive), Wedgmont Circle N (Wilkie Way to
Whitman Avenue), and Wessex Avenue (Welch Avenue to Wedgmont Circle N)
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager execute an engineering agreement with
Dannenbaum Engineering Corporation in the amount of $164,126.44 for pavement reconstruction and
water and sewer main replacement on Cockrell Avenue (SW Loop 820 to Rutland Avenue), Odessa Avenue
(SW Loop 820 to Wosley Drive), Wedgmont Circle N (Wilkie Way to Whitman Avenue), and Wessex
Avenue (Welch Avenue to Wedgmont Circle IV).
DISCUSSION:
The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction of Cockrell
Avenue (SW Loop 820 to Rutland Avenue), Odessa Avenue (SW Loop 820 to Wosley Drive), Wedgmont
Circle N (Wilkie Way to Whitman Avenue), and Wessex Avenue (Welch Avenue to Wedgmont Circle N).
The engineering agreement is for the preparation of plans and specifications for pavement reconstruction
and water and sanitary sewer main replacement for the above identified streets.
Dannenbaum Engineering Corporation proposes to perform the necessary design work for a lump sum fee
of$164,126.44. City Staff considers this fee to be fair and reasonable for the scope of services proposed.
In addition to the contract amount, $82,659 (water: $23,000; sewer: $20,988; and streets: $38,671) is
required for project management by the Engineering Department.
Dannenbaum Engineering Corporation is in compliance with the City's M/WBE Ordinance by committing to
26% M/WBE participation. The City's goal on the project is 26%.
This project is located in COUNCIL DISTRICT 6, Mapsco 89U, X, Y; and 90N and S.
Logname: 30CIPCOCKRELL Page 1 of 2
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the
Water and Sewer Capital Project Funds and the Street Improvements Fund.
TO Fund/Account/Centers FROM Fund/Account/Centers
P264 531200 606170002331 $9,419.31
P264 531200 606170002332 $18,838.62
P264 531200 606170002333 $3,139.77
P274 531200 706170002331 $9,744.51
P274 531200 706170002332 $19,489.02
P274 531200 706170002333 $3,248.17
C200 531200 206400002331 $30,074.11
C200 531200 206400002332 $60,148.22
C200 531200 206400002333 $10,024.71
Submitted for City Manager's Office by_ Marc Ott (8476)
Originating Department Head: A. Douglas Rademaker (6157)
Additional Information Contact: A. Douglas Rademaker (6157)
Logname: 30CIPCOCKRELL Page 2 of 2