HomeMy WebLinkAbout024940 - Construction-Related - Contract - Dunaway Associates, Inc.CITY SECRETARY]
CONTRACT NO. I
CITY OF FORT WORTH, TEXAS
STANDARD AGREEMENT FOR ENGINEERING SERVICES
This AGREEMENT is between the City of Fort Worth (the "CITY"), and Dunaway
Associates, Inc., (the "ENGINEER"), for a PROJECT generally described as: Main 106R Drainage
Area Sanitary Sewer System Rehabilitation and Improvements (Group 4, Contract 2), Part 10 and
Sanitary Sewer System Rehabilitation in the Main 7, Part 2, Drainage Area.
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) Monthly invoices will be issued by the ENGINEER for all work performed
under this AGREEMENT. Invoices are due and payable within 30 days of
receipt.
(3) Upon completion of services enumerated in Article I, the final payment of
any balance will be due within 30 days of receipt of the final invoice.
(4) In the event of a disputed or contested billing, only that portion so
contested will be withheld from payment, and the undisputed portion will be
paid. The CITY will exercise reasonableness in contesting any bill or
portion thereof. No interest will accrue on any contested portion of the
billing until mutually resolved.
(5) If the CITY fails to make payment in full to ENGINEER for billings contested
in good faith within 60 days of the amount due, the ENGINEER may, after
giving seven (7) days' written notice to CITY, suspend services under this
AGREEMENT until paid in full, including interest. In the event of
suspension of services, the ENGINEER shall have no liability to CITY for
delays or damages caused the CITY because of such suspension of
services.
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Article IV
Obligations of the Engineer
Amendments to Article IV, if any, are included in Attachment C.
A. General
The ENGINEER will serve as the CITY's professional engineering representative
under this Agreement, providing professional engineering consultation and advice
and furnishing customary services incidental thereto.
B. Standard of Care
The standard of care applicable to the ENGINEER's services will be the degree of
skill and diligence normally employed in the State of Texas by professional
engineers or consultants performing the same or similar services at the time such
services are performed.
C. Subsurface Investigations
(1) The ENGINEER shall advise the CITY with regard to the necessity for
subcontract work such as special surveys, tests, test borings, or other
subsurface investigations in connection with design and engineering work
to be performed hereunder. The ENGINEER shall also advise the CITY
concerning the- results of same. Such surveys, tests, and investigations
shall be furnished by the CITY, unless otherwise specified in Attachment A.
(2) In soils, foundation, groundwater, and other subsurface investigations, the
actual characteristics may vary significantly between successive test points
and sample intervals and at locations other than where observations,
exploration, and investigations have been made. Because of the inherent
uncertainties in subsurface evaluations, changed or unanticipated
underground conditions may occur that could affect the total PROJECT
cost and/or execution. These conditions and cost/execution effects are not
the responsibility of the ENGINEER.
D. Preparation of Engineering Drawings
The ENGINEER will provide to the CITY the original drawings of all plans in ink on
reproducible plastic film sheets, or as otherwise approved by CITY, which shall
become the property of the CITY. CITY may use such drawings in any manner it
desires; provided, however, that the ENGINEER shall not be liable for the use of
such drawings for any project other than the PROJECT described herein.
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E. Engineer's Personnel at Construction Site
(1) The presence or duties of the ENGINEER's personnel at a construction
site, whether as on -site representatives or otherwise, do not make the
ENGINEER or its personnel in any way responsible for those duties that
belong to the CITY and/or the CITY's construction contractors or other
entities, and do not relieve the construction contractors or any other entity
of their obligations, duties, and responsibilities, including, but not limited to,
all construction methods, means, techniques, sequences, and procedures
necessary for coordinating and completing all portions of the construction
work in accordance with the Contract Documents and any health or safety
precautions required by such construction work. The ENGINEER and its
personnel have no authority to exercise any control over any construction
contractor or other entity or their employees in connection with their work or
any health or safety precautions.
(2) Except to the extent of specific site visits expressly detailed and set forth in
Attachment A, the ENGINEER or its personnel shall have no obligation or
responsibility to visit the construction site to become familiar with the
progress or quality of the completed 'work on the PROJECT or to
determine, in general, if the work on the PROJECT is being performed in a
manner indicating that the PROJECT, when completed, will be • in
accordance with the Contract Documents, nor shall anything in the
Contract Documents or the agreement between CITY and ENGINEER be
construed as requiring ENGINEER to make exhaustive or continuous on -
site inspections to discover latent defects in the work or otherwise check
the quality or quantity of the work on the PROJECT. If, foranyreason, 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 qualify of performance by third parties; quality, type, management,
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or direction of operating personnel; and other economic and operational
factors that may materially affect the ultimate PROJECT cost or schedule.
Therefore, the ENGINEER makes no warranty that the CITY's actual
PROJECT costs, financial aspects, economic feasibility, or schedules will
not vary from the ENGINEER's opinions, analyses, projections, or
estimates.
G. Construction Progress Payments
Recommendations by the ENGINEER to the CITY for periodic construction
progress payments to the construction contractor will be based on the
ENGINEER's knowledge, information, and belief from selective sampling and
observation that the work has progressed to the point indicated. Such
recommendations do not represent that continuous or detailed examinations have
been made by the ENGINEER to ascertain that the construction contractor has
completed the work in exact accordance with the Contract Documents; that the
final work will be acceptable in all respects; that the ENGINEER has made art
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 theCITY - free - and clear of liens, claims, security interests, or
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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, andmay 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. 11923, as amended by Ordinance
13471, the City has goals for the participation of minority business enterprises and
woman business enterprises in City contracts. Engineer acknowledges the M/WBE
goal established for this contract and its commitment to meet that goal. Any
misrepresentation of facts (other than a negligent misrepresentation) and/or the
commission of fraud by the Engineer may result in the termination of this
agreement and debarment from participating in City contracts for a period of time
of not less than three (3) years.
J. Right to Audit
(1) ENGINEER agrees that the CITY shall, until the expiration of three (3)
years after final payment under this contract, have access to and the right
to examine and photocopy any directly pertinent books, documents, papers
and records of the ENGINEER involving transactions relating to this
contract. ENGINEER agrees that the CITY shall have access during
normal working hours to all necessary ENGINEER facilities and shall be
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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 advance notice of intended audits.
(2) ENGINEER further agrees to include in all its subconsultant agreements
hereunder a provision to the effect that the subconsultant agrees that the
CITY shall, until the expiration of three (3) years after final payment under
the subcontract, have access to and the right to examine and photocopy
any directly pertinent books, documents, papers and records of such
subconsultant, involving transactions to the subcontract, and further, that
the CITY shall have access during normal working hours to all
subconsultant facilities, and shall be provided adequate and appropriate
work space, in order to conduct audits in compliance with the provisions of
this article together with subsection (3)hereof. CITY shall give
subconsultant reasonable advance notice of intended audits.
(3) ENGINEER and subconsultant agree to photo copy such documents as
may be requested by the CITY. The CITY agrees to reimburse
ENGINEER for the cost of copies at the rate published in the Texas
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Administrative Code in effect as of the time copying is performed.
K. ENGINEER's Insurance
(1) Insurance coverage and limits:
ENGINEER shall provide to the City certificate(s) of insurance documenting
policies of the following coverage at minimum limits which are to be in effect prior
to commencement of work on the.PROJECT:
Commercial General Liability
$1,000,000 each occurrence
$1,000,000 aggregate
Automobile Liability
$1,000,000 each accident (or reasonably equivalent limits of coverage if written on
a split limits basis). Coverage shall be on any vehicle used in the course of the
PROJECT.
Worker's Compensation
Coverage A: statutory limits
Coverage B: $100,000 each accident
$500,000 disease - policy limit
$100,000 disease - each employee
Professional Liability
$1,000,000 each claim/annual aggregate
(2) Certificates of insurance evidencing that the ENGINEER has obtained all
required insurance shall be delivered to the CITY prior to ENGINEER
proceeding with the PROJECT.
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(a) Applicable policies shall be endorsed to name the CITY an
Additional Insured thereon, as its interests may appear. The term
CITY shall include its employees, officers, officials, agents, and
volunteers as respects the contracted services.
(b) Certificate(s) of insurance shall document that insurance coverages
specified according to items section K.(1) and K.(2) of this
agreement are provided under applicable policies documented
thereon.
(c) Any failure on part of the CITY to request required insurance
documentation shall not constitute a waiver of the insurance
requirements.
(d) A minimum of thirty (30) days notice of cancellation, non -renewal or
material change in coverage shall be provided to the CITY. A tert
(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 may be acceptable to the CITY at its sole discretion;
and, in lieu of traditional insurance, any alternative coverage
maintained through insurance pools. or risk retention groups must
be also approved. Dedicated financial resources or letters of credit
may also be acceptable to the City.
(g) Applicable policies shall each be endorsed with a waiver of
subrogation in favor of the CITY as respects the PROJECT.
(h) The City shall be entitled, upon its request and without incurring
expense, to review the ENGINEER's insurance policies including
endorsements thereto and, at the CITY's discretion, the ENGINEER
may be required to provide proof of insurance premium payments.
(I) The Commercial General Liability insurance policy shall have no
exclusions by endorsements unless such are approved by the
CITY.
(j) The Professional Liability insurance policy, if written on a claims
made basis shall be maintained by the ENGINEER for a minimum
two (2) year period subsequent to the term of the respective
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PROJECT contract with the CITY unless such coverage is provided
the ENGINEER on an occurrence basis.
(k) The CITY shall not be responsible for the direct payment of any
insurance premiums required by this agreement. It is understood
that insurance cost is an allowable component of ENGINEER's
overhead.
(I) All insurance required in section K., except for the Professional
Liability insurance policy, shall be written on an occurrence basis in
order to be approved by the CITY.
(m) Subconsultants to the ENGINEER shall be required by the
ENGINEER to maintain the same or reasonably equivalent
insurance coverage as required for the ENGINEER. When
insurance coverage is maintained by subconsultants, ENGINEER
shall provide CITY with documentation thereof on a certificate of
insurance. Notwithstanding anything to the contrary contained
herein, in the event a 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 which develop subsequent to the signing of this contract and
prior to final payment under the contract.
N. Asbestos or Hazardous Substances
(1) If asbestos or hazardous substances in any form are encountered or
suspected, the ENGINEER will stop its own work in the affected portions of
the PROJECT to permit testing and evaluation.
(2) If asbestos or other hazardous substances are suspected, the ENGINEER
will, if requested, assist the CITY in obtaining the services of a qualified
subcontractor to manage the remediation activities of the PROJECT.
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O. Permitting Authorities - Design Changes
If permitting authorities require design changes so as to comply with published
design criteria and/or current engineering practice standards which the ENGINEER
should have been aware of at the .time this Agreement was executed, the
ENGINEER shall revise plans and specifications, as required, at its own cost and
expense. However, if design changes are required due to the changes in the
permitting authorities' published design criteria and/or practice standards criteria
which are published after the date of this Agreement which the ENGINEER could
not have been reasonably aware of, the ENGINEER shall notify the CITY of such
changes and an adjustment in compensation will be made through an amendment
to this AGREEMENT.
Article V
Obligations of the City
Amendments to Article V, if any, are included in Attachment C.
A. City -Furnished Data
The CITY will make available to the ENGINEER all technical data in the CITY's
possession relating to the ENGINEER's services on . the PROJECT. The
ENGINEER may rely upon the accuracy, timeliness, and completeness of the
information provided by the CITY.
B. Access to Facilities and Property
The CITY will make its facilities accessible to the ENGINEER as required for the
ENGINEER's perfomianceof .its services and will . provide. labor and• -safety-
equipment as required by the ENGINEER for such access. The CITY will perform,.
at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and
other components of the CITY's facilities as may be required in connection with the
ENGINEER's services. The CITY will be responsible for all acts of the CITY's
personnel.
C. Advertisements, Permits, and Access
Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange,
and pay for all advertisements for bids; permits and licenses required by local,
state, or federal authorities; and land, easements, rights -of -way, and access
necessary for the ENGINEER's services or PROJECT construction.
D. Timely Review
The CITY will examine the ENGINEER's studies, reports, sketches, drawings,
specifications, proposals, and other documents; obtain advice of an attorney,
insurance counselor, accountant, auditor, bond and financial advisors, and other
consultants as the CITY deems appropriate; and render in writing decisions
required by the CITY in a timely manner in accordance with the project schedule in
Attachment D.
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E. Prompt Notice
The CITY will give prompt written notice to the ENGINEER whenever CITY
observes or becomes aware of any development that affects the scope or timing of
the ENGINEER's services or of any defect in the work of the ENGINEER or
construction contractors.
F. Asbestos or Hazardous Substances and Indemnification
(1) To the maximum extent permitted by law, the CITY will indemnify and
release ENGINEER and its officers, employees, and subcontractors from
all claims, damages, losses, and costs, including, but not limited to,
attorney's fees and litigation expenses arising out of or relating to the
presence, discharge, release, or escape of hazardous substances,
contaminants, or asbestos on or from the PROJECT. Nothing contained
herein shall be construed to require the CITY to levy, assess or collect any
tax to fund this indemnification.
(2) The indemnification and release required above shall not apply in the' event
the discharge, release or escape of hazardous substances, contaminants,
'or asbestos is a result of ENGINEER'S negligence or if such hazardous
substance, contaminant or asbestos is brought onto the PROJECT by
ENGINEER.
G. Contractor Indemnification and Claims
The CITY agrees to include in all construction contracts the provisions of Article
IV.E. regarding the ENGINEER's Personnel at ConstructionSite, 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."
(2) This AGREEMENT gives no rights or benefits to anyone other than the
CITY and the ENGINEER and there are no third -party beneficiaries.
(3) The CITY will include in each agreement it enters into with any other entity
or person regarding the PROJECT a provision that such entity or person
shall have no third -party beneficiary rights under this Agreement.
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(4) Nothing contained in this section V.H. shall be construed as a waiver of any
right the CITY has to bring a claim against ENGINEER.
I. 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.
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
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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 five (5) days of written notice and diligently
complete the correction thereafter.
(2) If this AGREEMENT is terminated for the convenience of the City, the
ENGINEER will be paid for termination expenses as follows:
a) Cost of reproduction of partial or complete studies, plans,
specifications or other forms of ENGINEER'S work product;
b) Out-of-pocket expenses for purchasing storage containers,
microfilm, electronic data files, and other data storage supplies or
services; - -
c) - The time requirements for the ENGINEER'S personnel to document
the work underway at the time the CITY'S termination for
convenience so that the work effort is suitable for long time storage.
(3) Prior to proceeding with termination services, the ENGINEER will submit
to the CITY an itemized statement of all termination expenses. The CITY'S
approval will be obtained 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.
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F. Indemnification
(1) The ENGINEER agrees to indemnify and defend the CITY from any loss,
cost, or expense claimed by third parties for property damage and bodily
injury, including death, caused solely by the negligence or willful
misconduct of the ENGINEER, its employees, officers, and subcontractors
in connection with the PROJECT.
(2) If the negligence or willful misconduct of both the ENGINEER and the CITY
(or a person identified above for whom each is liable) is a cause of such
damage or injury, the loss, cost, or expense shall be shared between the
ENGINEER and the CITY in proportion to their relative degrees of
negligence or willful misconduct as determined pursuant to T.C.P. & R.
Code, section 33.011(4) (Vernon Supplement 1996).
G. Assignment
Neither party will assign all or any part of this AGREEMENT without the prior
written consent of the other party.
H. Interpretation
Limitations on liability and indemnities in this AGREEMENT are business
understandings between the parties and shall apply to all the different theories of
recovery, including breach of contract or warranty, tort including negligence, strict
or statutory liability, or any other cause of action, except for willful misconduct or
gross negligence for limitations of liability and sole.•negligence for indemnification.
Parties means the CITY and the ENGINEER, and their officers, employees,
agents, and subcontractors.
I. Jurisdiction
The law of the State of Texas shall govern the validity of this AGREEMENT, its
interpretation and performance, and any other claims related to it. The venue for
any litigation related to this AGREEMENT shall be 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, judgment may be entered thereon in any court having jurisdiction, and
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will not be subject to appeal or modification except to the extent permitted
by Sections 10 and 11 of the Federal Arbitration Act (9 U.S.C. Sections 10
and 11).
(2) Any award greater than $50,000, exclusive of attorney's fees, costs and
expenses, may be litigated by either party on a de novo basis. The award
shall become final ninety (90) days from the date same is issued. If
litigation is filed by either party within said ninety (90) day period, the award
shall become null and void and shall not be used by either party for any
purpose in the litigation.
K. Severability and Survival
If any of the provisions contained in this AGREEMENT are held for any reason to
be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or
unenforceability will not affect any other provision, and this AGREEMENT shall be
construed as if such invalid, illegal, or unenforceable provision had never been
contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive
termination of this AGREEMENT for any cause.
L. Observe and Comply
ENGINEER shall at all times observe and comply with all federal and State laws
and regulations and with all City ordinances and regulations which in any way
affect this AGREEMENT and the work hereunder, and shall observe and comply
with all orders, laws ordinances and regulations which may. exist or may be
enacted later by governing bodies having jurisdiction or authority for such
enactment: No plea of misunderstanding or ignorance thereof shall be considered;
ENGINEER. agrees to defend, indemnify and hold harmless CITY and all, of its
officers, agents and employees from and against all claims or liability arising out of
the violation of any such order, law, ordinance, or regulation, whether it be by itself
or its employees. .
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Article VII
Attachments, Schedules, and Signatures
This AGREEMENT, including its attachments and schedules, constitutes the entire
AGREEMENT, supersedes all prior written or oral understandings, and may only be changed by a
written amendment executed by both parties. The following attachments and schedules are
hereby made a part of this AGREEMENT:
Attachment A - Scope of Services
Attachment B - Compensation
Attachment C - Amendments to Standard Agreement for Engineering Services
ATTEST:
Gloria Pearson
City Secretary
i/7139
Contract Authorization
Date
APPROVED AS TO FORM
AND LEGALITY
Assis t City Attorney
MAIN 106R
CITY OF FORT WORTH
By:
Mike Groomer
Assistant City Manager
APPROVED
1&kLA NZ
A. Douglas Rademaker, P.E.
Director, Engineering Department
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DUNAWAY ASSOCIATES, INC.
ENGINEER
By t
Ja es E. DeOtte, P.E., R.P.L.S.
Vice President
ATTACHMENT "A"
General Scope of Services
"Scope of Services set forth herein can only be modified by additions, clarifications, and/or
deletions set forth in the supplemental Scope of Services. In cases of conflict between the
Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of
Services shall have precedence over the General Scope of Services."
GENERAL
1) Preliminary Conference with City
The Engineer shall attend preliminary conferences with authorized representatives of the
City regarding the scope of project so that the plans and specifications which are to be
developed hereunder by the Engineer will result in providing facilities which are
economical in design and conform to the City's requirements and budgetary constraints.
2) Coordination with Outside Agencies/Public Entities
The Engineer shall coordinate with officials of •other outside • agencies as may be
necessary for the design of the proposed street, and storm drain and/or water and
wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure
necessary information from such outside agencies, to meet their requirements.
3) Geotechn-icalInvestigations
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
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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 I
7) Right -of -Way, Easement and Land Acquisition Needs
The Engineer shall determine the rights -of -way, easement needs for the construction of
the project. Engineer shall determine ownership of such land and furnish the City with the
necessary right-of-way sketches, prepare necessary easement descriptions for acquiring
the rights -of -way and/or easements for the construction of this project. Sketches and
easement descriptions are to be presented in form suitable for direct use by the
Department of Engineering in obtaining rights -of -way, easements, permits and licensing
agreements. All materials shall be furnished on the appropriate City forms in a minimum of
four (4) copies each.
8) . Design Survey
The Engineer shall provide necessary field survey for use in the preparation of Plans and
Specifications. The Engineer shall furnish the City certified copies of the field data.
9) Utility Coordination
The Engineer shall coordinate with all utilities, including utilities owned by the City, as to
any proposed utility liens or adjustment to existing utility lines within the project limits. The
information obtained shall be shown on the conceptual plans. The Engineer shall show on
the preliminary and final plans the location of the proposed utility lines, existing utility lines,
based on the information provided by the utility, and any adjustments and/or relocation of
the existing lines within the project limits. The Engineer shall also evaluate the phasing of
the water, wastewater, street and drainage work, and shall submit such evaluation in
writing to the City as part of this phase of the project.
-2-
10) Conceptual Plans
The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans which
include layouts, preliminary right -of --way needs and preliminary estimates of probable
construction costs for the 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 I Plans from the City's project
manager before proceeding with Phase 2.
PHASE 2
11) Design Data
The Engineer shall provide design data, reports, cross -sections, profiles, drainage
calculations, and preliminary estimates of probable construction cost.
12) Preliminary Construction Plans and Technical Specifications
The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans
and five (5) copies of the preliminary technical specifications for review by the City and for
submission to utility companies and other agencies for the purposes of coordinating work
with existing and proposed utilities. The preliminary construction plans shall indicate
location of existing/proposed utilities and storm drain lines. The Engineer shall receive
written approval of the Phase 2 plans from the City's project manager before proceeding
with Phase 3.
PHASE 3
13) Final Construction Plans
The Engineer shall furnish five (5). copies of the final construction plans and contract
specifications for review by the City.
14) Detailed Cost Estimate
The Engineer shall furnish four (4) copies of detailed estimates of probable construction
costs for the authorized construction project, which shall include summaries of bid items
and quantities.
15) Plans and Specification Approval
The Engineer shall furnish an original cover mylar for the signatures of authorized City
officials. The Contract Documents shall comply with applicable local, state and federal
laws and with applicable rules and regulations promulgated by local, state and national
boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3
plans from the City's project manager before proceeding with Phase 4.
-3-
PHASE 4
16) Final Approved Construction Plans
The Engineer shall furnish 45 bound copies of Phase 4 final approved construction plans
and contract specifications. The approved plans and contract specifications shall be used
as authorized by the City for use in obtaining bids, awarding contracts, and constructing
the project.
17) Bidding Assistance
The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the
bidding documents, and assist the owner in determining the qualifications and acceptability
of prospective constructors, subcontractors, and suppliers. When substitution prior to the
award of contracts is allowed by the bidding documents, the Engineer will advise the
owner as to the acceptability of alternate materials and equipment proposed by the
prospective constructors.
18) Recommendation of Award
The Engineer shall assist in the tabulation and review of all bids received- for the
construction of the project and shall make a recommendation of award to the City.
19) Prebid Conference
The Engineer shall attend the prebid - conference and the - bid opening, •prepare bid
tabulation sheets and provide assistance to the owner in evaluating bids or proposals and
in . assembling and awarding contracts - for : construction, -materials, equipment; -and
services.
PHASE 5
20) Preconstruction Conference
The Engineer shall attend the preconstruction conference.
21) Construction Survey
The Engineer shall be available to the City on matters concerning the layout of the project
during its construction and will set control points in the field to allow City survey crews to
stake the project. The setting of line and grade stakes and route inspection of construction
will be performed by the City.
22) Site Visits
The Engineer shall visit the project site at appropriate intervals as construction proceeds to
observe and report on the progress and the quality of the executed work.
-4-
23) Shop Drawing Review
The Engineer shall review shop and erection drawings submitted by the contractor for
compliance with design concepts. The Engineer shall review laboratory, shop, and mill test
reports on materials and equipment.
24) Instructions to Contractor
The Engineer shall provide necessary interpretations and clarifications of contract
documents, review change orders and make recommendations as to the acceptability of
the work, at the request of the City.
25) Differing Site Conditions
The Engineer shall prepare sketches required to resolve problems due to actual field
conditions encountered.
26) Record Drawings
The Engineer shall prepare record drawings from information submitted by the contractor.
-5-
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
DESIGN SERVICES: SEWER PIPELINE REHABILITATION
The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT
"A". Work under this Exhibit includes replacement, rehabilitation of approximately 3,149 linear feet
of small -diameter sanitary sewers (lateral designation) in Basin. Upon receipt of Notice to Proceed,
the ENGINEER will perform the following tasks.:
PART A - CONCEPTUAL DESIGN
Initial Data Collection
a. Pre -Design Coordination Meetings
Attend and document meetings, as required, to discuss .and coordinate various
aspects of the project. For purposes of establishing a level of effort, two (2�
meetings are anticipated. These include the following:
One (1) pre -design • kick-off •meeting, (including • the CITY's * Water
Department, Department of Engineering, and other • departments that are
impacted by the project).
One (1) review meeting at completion of the CITY's review of the Design
Summary Report. •
b. Research of Rehab History
The ENGINEER will conduct a cursory review of completed sanitary sewer
replacement and rehabilitation work in the M-106 and M-7 drainage areas. This will
include discussions with various CITY departments, and coordination with local
consultants engaged in past and current sanitary sewer improvement projects.
Interviews will also be conducted with staff in the Field Operations Division.
c. Coordination with Other Agencies
The ENGINEER will consult with the CITY's Water and Engineering Departments
and other CITY departments, public utilities, private utilities and railroads to gather
information on underground utilities and other facilities that have an impact or
influence on the project. This includes limits of private property that may be
impacted in the construction of the project.
9702100_ContractGuide_042899_J ED.wpd EA1-1
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
MAIN 106R DRAINAGE AREA •
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
2. Monthly Progress Report
a. The ENGINEER shall host, attend and participate in monthly progress meetings as
requested by the City. The ENGINEER shall submit a progress schedule after the
design contract is fully executed. The schedule shall be updated and submitted to
the CITY along with monthly progress report as required under Attachment B of the
contract.
PART B - CONSTRUCTION PLANS AND SPECIFICATIONS
1. Conceptual Engineering
a. Surveys for Design
1) ENGINEER will perform field surveys to collect horizontal and vertical
elevations and other information which' will be needed for use by the
ENGINEER in design and preparation of plans for the project. Information
gathered during the survey•shall include topographic data, elevations of all
sanitary and adjacent storm sewers, rim/invert elevations, location and
buried utilities, structures, and other features relevant to the- final plan
sheets. For sewer lines located in alleys or backyards, ENGINEER will
obtain the following:
Obtain permission for surveying through private property.
Locate horizontal and vertical alignment of utility lines. Tie improvements,
trees, fences, walls, etc., horizontally along rear lines in an approximately
20' wide strip. In addition, locate all rear house corners and building corners
in backyards.
Profile existing water and/or sewer line centerline.
Compile base plan from field survey data at 1 "-40' scale.
Obtain permission for surveying through private property. Locate horizontal
and vertical alignment of utility lines. The improvements, trees, fences,
walls, etc., horizontally along rear lot lines in an approximately 20' wide strip.
In addition, locate all rear house corners and building corners in backyards.
Compile base plan from field survey data at 1" = 40' horizontal and 1" = 4'
vertical scale.
9702100_ContractGuide_042899_JED.wpd EA1-2
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
2) Engineer Will Provide the Following Information:
All plans, field notes, plats, maps, legal descriptions, or other specified
documents prepared in conjunction with the requested services shall be
provided in a digital format compatible with the electronic data collection and
computer aided design and drafting software currently in use by the CITY
Department of Engineering.. All text data such as plan and profile, legal
descriptions, coordinate files, cut sheets, etc., shall be provided in the
American Standard Code for Information Interchange (ASCII) format, all
drawing files shall be provided in Autocad (DWG or DXF) format (currently
Release 12), or as otherwise approved in writing by the CITY, and all data
collected and generated during the course of the project shall become the
property of the CITY.
The minimum information to be provided in the plans shall include the
following:
a) A Project'Control Sheet, showing ALL Control Points, used or set
while gathering data. Generally on a scale of not less than 1:400:
b) The following information about each Control Point;
(1) Identified (Existing City Monument #8901, PK Nail, 5/8" Iron
Rod)
(2) X, Y and Z Coordinates, in an identified coordinate system,
and a referred bearing base. Z coordinate on City Datum
only.
(3) Descriptive Location (Ex. Set in the centerline of the inlet in
the South curb line of North Side Drive at the East end of
radius at the Southeast corner of North Side Drive and North
Main Street).
c) Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the
same coordinate system, as the Control.
d) No less than two horizontal control points, per line or location.
e) Bearings given on all proposed centerlines, or baselines.
f) Station equations relating utilities to paving, when appropriate.
9702100_ContractGuide_042899_JED.wpd EA1-3
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
3) Public Notification
Prior to conducting design survey, ENGINEER will notify affected residents
of the project in writing. The notification letter shall be on company
letterhead and shall include the following: project name, limits, DOE project
no., Consultant's project manager and phone no., scope of survey work and
design survey schedule. The letter will be reviewed and approved by the
City prior to distribution.
4) Conceptual Engineering Plan Submittal
a) Conceptual plans shall be submited to City 45 days after Notice to
Proceed Letter is issued.
b) The ENGINEER shall perform conceptual design of the proposed
improvements and furnish four (4) copies of the concept engineering
plans which includes layouts, preliminary right-of-way needs and
• cost • estimates for the • ENGINEER's recommended plan.
ENGINEER shall perform remaining field surveys required for final
design of selected route(s). The ENGINEER shall also evaluate the
phasing of the water, sanitary sewer, street and drainage work, and
shall submit such evaluation in writing to the City as a part of the
• concept phase of the project. All design shall be in conformance
with Fort Worth Water Department policy and procedure for
processing water and sewer design. ENGINEER shall review the
City's water and sewer master plan and provide a summary of
findings pertaining to the proposed project.
b. Preliminary Engineering
Upon approval of Part B, Section 2, ENGINEER will prepare preliminary
construction plans as follows:
1) Overall sanitary sewer layout sheets and an overall easement layout
sheet(s).
2) Preliminary project plans and profile sheets which show the following:
Proposed water and/or sanitary sewer plan/profile and recommended pipe
size, fire hydrants, water service lines and meter boxes, gate valves,
isolation valves and all pertinent information needed to construct the project.
Legal description (Lot Nos., Block Nos., and Addition Names) along with
property ownership shall be provided on the plan view.
9702100_ContractGuide_042899_JED.wpd EA1-4
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
3) For sewer lines, pipelines schedule for point repairs, rehabilitation and
replacement will be located on the base sheets prepared from survey
information gathered under Part B, Section 2. Conflicts shall be resolved
where pipelines are to be rehabilitated on the same line segment. Base
sheets shall reference affected or adjacent streets. Where open -cut
construction is anticipated, below and above ground utilities will be located
and shown on the base sheets.
4) 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. .
5) The ENGINEER shall make provisions for reconnecting all water and/or
wastewater.service lines which connect directly to any main being replaced,
including replacement of existing service lines within City right-of-way or
utility easement. When the existing alignment of a water and sanitary sewer
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 connectsaid service lines to the
relocated main.
6) 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.
7) 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.
8) 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".
97021 00_ContractGuide_042899_JED.wpd EA1-5
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
9) Utility Clearance Phase
The ENGINEER will consult with the City's 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 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.
10) Preliminary construction plan submittal
• a) • Preliminary plans and specifications shalt be •submitted to City 180
days after approval of Part B, Section 2.
b) The ENGINEER shall deliver two (2) sets of preliminary construction
plans and two (2) sets of specifications and contract documents to
CITY for review. Generally, . plan sheets shall be organized as
follows:
Cover Sheet
Easement layout (if applicable)
Plan & Profile Sheets
Standard Construction Details
Special Details (If applicable)
c) 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.
11) 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.
12) Public Meeting
9702100_ContractGuide_042899_JED.wpd EA1-6
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
After the preliminary plans have been reviewed and approved by the City,
ENGINEER shall prepare exhibits along with an invitation letter and attend
public meeting to help explain the proposed project to residents. The CITY
shall mail the invitation letters.
c. Final Engineering Plan Submittal
1) Final Construction Documents shall be submitted to CITY 45 days after
approval of Part B, Section 4.
Following CITY approval - of the recommended, improvements, the
ENGINEER shall prepare final plans and specifications and contract
documents to CITY (each sheet shall be stamped,. dated, and signed by the
ENGINEER) and submit two (2) sets of plans and construction contract
documents within 15 days of CITY's final approval. Plan sets shall be used
for Part C activities.
2) 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
forty (40) sets of the final approved and dated plans and specifications and contract
documents for the projects to the CITY for distribution to potential bidders. Proposal
will be delivered in electronic format.
b. Bidding Assistance
The ENGINEER shall assist the CITY during phase including preparation and
delivery of addenda to plan holders and responses to questions submitted to the
DOE by prospective bidders. Engineer shall attend the scheduled pre -bid
conference.
9702100_ContractGuide_042899_JED.wpd EA1-7
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
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 submit four (4) copies of the bid tabulation.
c. Assistance During Construction
The ENGINEER shall attend the pre -construction conference for the project. The
ENGINEER shall also consult with and advise the CITY on design and/or
construction changes, if necessary.
PART D - CONSTRUCTION STAKING (Optional)
ENGINEER, if directed by City, will set control points (i.e., tie survey to permanent monument such
asTPW monuments and/or property corners, one location each at beginning and end of project)
for the project. These points must be intervisible. Streets over 500 feet or streets on curves may
require a greater density of control points to maintain intervisibility between each point. The
Engineer will establish a minimum of two bench marks per plan sheet (bench marks shall be
located adjacent to project) and also provide the following construction staking services:
-1.•••• - Sanitary Sewer Staking
Provide an offset stake at 100 -foot intervals (50 -foot intervals in curves if required) and at
proposed manholes, points of curve, points of tangent, and at all horizontal or -vertical angle
points, with a cut to flow line and a cut/fill to top of proposed manholes. Provide centerline
elevation at 100 -foot intervals and at all grade breaks in the natural ground, for construction
purposes and for as -built purposes (for new services only). Stake easements and property
lines where applicable. Line and grade shall be set to a tolerance of ±0.01 foot.
2. "As Staked" Record of the Construction
Throughout the process of all construction, locate and record anything that does not
conform with the construction plans. A drawing of the project layout with dimensions and
a coordinate must be submitted.
Contact Kevin Hansen, Survey Division, DOE 871-8880, for a copy of sample field notes
that must be submitted. The contractor will not be allowed to proceed until all field notes
have been submitted to the City Inspector. The field notes must include the following
information:
a. For sanitary sewer mains. laterals, and sewer services: Pipe size and type, percent
of grade of sewer laterals, manhole locations, ties to property line including north/
south and east/west lines, P.C.s, P.T.s, or P.R.C.s, top of ground elevation and flow
9702100_ContractGuide_042899_JED.wpd EA1-8
EXHIBIT "A-1"
SUPPLEMENTAL SCOPE OF SERVICES
(SUPPLEMENT TO ATTACHMENT "A")
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
line elevation of each station number. referenced. Cut and fill documentation.
Property ties to all service locations.
3. , Incidental Pre-Construction/Construction Staking
Right-of-way flagging, easements/property lines, back of curb 'location, curb radii (to
determine pole location) for utility clearance as requested by the City Inspector at $100.00
per hour for a 3 -man field crew or $90.00 per hour for a 2 -man field crew.
4. Special Conditions
a. The City Inspector assigned to the project shall oversee all construction staking
activity. All documentation including field notes, cut and/or fill notes, grades, "as
staked" information, etc., shall be provided to the City Inspector and shall be sealed
and signed by a surveyor licensed in the State of Texas.
b. The Engineer's Surveyor shall attend the pre -construction conference.
c. The Engineer's Surveyor shall meet with the City Inspector and Contractor to
-coordinate•sueying schedule and needs prior to beginning work. . .• • •
d. The Engineer's Surveyor shall stake each utility separately and at different times
with sanitary sewer first, water second, storm drain third, and roadway construction
fourth, and shall provide enough construction staking information so that the
projects can be constructed as designed.
e. A member of Engineer's firm familiar with the project shall be available at all times
to immediately respond to questions from the field.
9702100_ContractGuide_042899_J ED.wpd EA1 -9
ATTACHMENT "B"
COMPENSATION AND SCHEDULE
• MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
Compensation
A. The Engineer shall be compensated a total lump sum fee of $42,700.90 as
summarized in Exhibit "B -3B". Payment of the total lump sum fee shall be
considered full compensation for the services described in Attachment "A-1" for all
labor materials, supplies and equipment necessary to complete the project.
B. The Engineer shall be paid in four partial payments as described in Exhibit "B-1"
upon receipt of four individual invoices from the Engineer. In this regard, the
• Engineer shall submit invoices for four partial payments as described in Exhibit "B-
1", Section 1 - Method of Payment.
Schedule
A. Design shall be completed 180 days after the "Notice to Proceed" letter is issued.
9702100_ContractGuide_042899_J ED.wpd E B-1
`EXHIBIT "B-1"
(SUPPLEMENT TO ATTACHMENT "B")
METHOD OF PAYMENT
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
I. Method of Payment
The ENGINEER shall be paid the four partial payments as outlined below:
The ENGINEER shall be paid for a total of four partial payments upon the receipt an invoice
for each partial pay request from the ENGINEER.
Partial Payment Number 1, which shall be equivalent to 40% of the total lump sum fee, shall
be payable after City approval of Exhibit "A-1 ", Part B, Section 1, Conceptual Engineering
Plan Submittal.
Partial Payment Number 2, which shall be equivalent to 60% of the total lump sum fee, less
•previous payments; shall be payable after City approval ofExhibit"A-1 ", Part -B, Section 2,
Preliminary Construction Plan Submittal.
Partial Payment Number 3, which shall be equivalent to 95% of the total lump sum fee, less
previous payments, shall be payable after City approval of Exhibit "A-1 ", Part B, Section 3,
Final Engineering Plan Submittal.
Partial Payment Number 4, which shall represent the balance of the earnings, less previous
payments; shall.be•payable after Pre -construction Meeting -for the Project have :been....
conducted.
II, Progress Report
A. The ENGINEER shall submit to the designated representative of Director of the
Department of engineering monthly progress reports covering all phases of design
by the 15th of every month in the format required by the CITY. If the ENGINEER
fails to submit the monthly report by the 15th of the month, a time charge shall be
made for each working day thereafter, not as a penalty but as liquidated damages.
The ENGINEER shall pay liquidated damages of Two -Hundred Dollars ($200.00)
per day for non-compliance.
B. If the ENGINEER determines in the course of making design drawings and
specifications that the construction cost estimate of $468,859.28 (as estimated on
Exhibit "B-5") will be exceeded, whether by change in the scope of the project,
increased costs or other conditions, the ENGINEER shall immediately report such
fact to the CITY's Director of the Department of Engineering and, if so instructed by
Director of the Engineering Department shall suspend all work hereunder.
97021 00_ContractGuide_042899_JED.wpd EB1-1
EXHIBIT "B-2"
(SUPPLEMENT TO ATTACHMENT "B")
HOURLY RATE SCHEDULE
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
Employee Classification
Rate/Hour (or Range)
Principal
$110
Project Manager/Planner
$65-$95
RPLS
$65-$100
Design Engineer
$50-$80
Designer/CAD Operator
$35-$60
Survey Technician
$40-$60
Draftsman
$30-$55.
Clerical
$40-$55
Survey Crew
$70-$110
Reimbursables
Cost + 10%
.Mileage
: "$0.31 Per Mile
Reproduction work will be at current commercial rate. Subcontractors will be paid for at actual
invoice cost plus ten percent (10%).
9702100_ContractGuide_042899_JED.wpd EB2-1
EXHIBIT "B-3"
(SUPPLEMENTAL TO ATTACHMENT "B")
DESIGN FEE COST SUMMARY
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
Phase
Scope of Services
Fee M/WBE
%
I - Design Services
Pipe Design
$42,700.90 $6,850.00
16.0
Proposed M/WBE
Sub -Consultants
Services
Fee
%
Gorrondona &
Design survey and
$6,850.00
16.0
.Associates, Inc.
easement preparation
$6,850.00
16.0
9702100_ContractGuide_042899_JED.wpd B3-1
EXHIBIT "B -3A"
(SUPPLEMENTAL TO ATTACHMENT "B")
FEE SUMMARY
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
DESIGN SERVICES: SEWER REHABILITATION
Part A Conceptual Design and Administration
1.
Alignment and Sizing Study ...........................
$
0.00
2.
Public Meetings ....................................
$
0.00
Part B
Construction Plans and Specifications
1.
Basic Engineering Design Services $468,859.28 from Curve A
x .087 x .85 . .......................... ........
$
33,590.90
2.
Design Surveys - 3,149 LF x $1.90 x 1.1 ................
$
6,850.00
. 3.
Easement Preparation (0 parcels @ $500/ea) .............
$
0.00
Part C
Pre-Construction/Construction Assistance
1.
Deliver Documents, Bidding Assistance, Pre -bid Conference' .
$
400.00
2.
Final Inspection (1) .................................$
300.00
3..
Final Report (1) ............. .... .............
$
300.00
..:.Part 0. .Reimbursables - Printings ..............
Plans (60 sets x $12/set)
Specs (45 sets x $12/set)
.$... 1,260.00 .. .
TOTAL SEWER DESIGN ................................... $ 42,700.90
9702100_ContractGuide_042899_JED.wpd B3A-1
ATTACHMENT "C"
MAIN 106R DRAINAGE AREA
SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS
(GROUP 4, CONTRACT 2), PART 10
and
SANITARY SEWER SYSTEM REHABILITATION
IN THE MAIN 7, PART 2, DRAINAGE AREA
AMENDMENTS TO STANDARD CONTRACT AND GENERAL SCOPE OF SERVICES
None
9702100_ContractGuide_050799_JED.wpd C-1
CONSTRUCTION COSTS
M -106R DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 2, Units 1 -6
Sewer Department Project No. PS 46-070460410150
D.O.E. Project Nos. 1644, 1901. 1902, 1968, 1969, and 1970
L-3480, L-3500, and M=107
SUMMARY
M-7 DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4. Contract 2), Part 7, Units 1 -3
Sewer Department Project No. PS 58-070580174670
D.O.E. Project Nos. 1732, 1893, and 1894
L-337, L-384, L-1997, L-2232, and L3737
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
1
Storm drain pre.construction D -hole
0
EA
$ 1,000.00
$ 4,000.00
2
8-in.sanitary sewer i e all depths)
0
LF
$ 61.00
$ 165,066.00
3
8 -in. SDR 26 sanita sewer i all de the
0
LF
$ 86.00
$ 10,062.00
4
8 -in. DIP sanita sewer i all de the
0
LF
$ 80.00
$ 8.880.00
5
6 -in. to 8 -in. sewer pipebypipeenlargement
0
LF
$ 67.00
$ -
6
Saa adjustment for pipeentargement
0
LF
$ 110.00
$
7
10 -in. sanita sewer i e all de the
0
LF
$ 76.00
$ 16,492.00
8
10 -in. SDR 26 sanitary sewer i e all depths)
0
LF
$ 75.00
$
9
10 -in. DIP sanitary sewerpipe all de the
0
LF
$ 90.00
$
10
8 -in. sewer pipe by other than open en cut
0
LF
$ 150.00
$
11
6 -in. water line
0
LF
$ 100.00
$
.12
1 -in, water service
0
EA
$ 500.00
$
13
Water meter box
0
EA
$ 75.00
$
14
Remove existin water valve
0
EA
$ 100.00
$
15
4 -in. water line adjustment
0
LF
$ 60.00
$
16
6 -in. water line adjustment
0
LF
$ 94.00
$
17
8 -in. water line adjustment
0
LF
$ 105.00
$ 1,575.00
18
10 -in. water line ad' stment
0
LF
$ 150.00
$
19
12 -in. water line adjustment
0
LF
$ 182.00
$ 2,730.00
20
renchsafety system for trenches de th > 5 -ft.
0
LF
$ 1.00
$ 5,369.00
21
Remove existin sanita sewer manholes
0
EA
$ - 660.00
$ 9.240.00
22
Abandon existin sanita sewer manholes
0
EA
$ 625.00
$ 625.00
23
Standard 4 -ft. diameter SSMH to 6 -ft. de th
0
EA
$ 2,000.00
$ 38,000.00
24
4 -ft. diameter extra.de th SSMH
0
VF
$ 110.00
$ • 4,730.00
25
Standard 4 -ft. diameter drop SSMH to 6 -ft. de th
0
EA
$ 2,140.00
$ 2,140.00
26
4 -ft diameter extra de th dro SSMH
0
VF
$ 184.00
$ 552.00
27
Standard 4 -ft. diameter shallow cone manhole
0
EA
$ 1,900.00
$-
28
Watertight manhole insert for SSMH
0
EA
$ - 76.00
$ 1,368.00
29
Bolted waterti ht cover for SSMH
0
EA
$ 350.00
g-
30
Concrete collars for SSMH
0
EA
$ 310.00
$ 5,580.00
31
SSMH corrosion resistant coatin
0
VF
$ 165.00
$ 1,485.00
32
Vacuum test SSMH
0
EA
$ 125.00
$ 2,250.00
33
4-in.sartaryseeriervicethps.
0
EA
S 215.00
$ 18,920.00
34
4-n. sanitary sewer service lines
0
LF
$ 25.00
$ 51,700.00
35
4-n.DIPsanitary sewer service
0
LF
$ . 54.00
$-
36.
4 -in. DIP sanitary sewer-ta
• 0
EA
-$- ' 300.00-
$ -'
37
6 -in. sanita sewer service line
0
LF
$ 35.00
$
38
6-n. sanitary sewer tap
0
EA
$ 800.00
$
39
DIP fittings for ewer and water
0.00
TN
$ 2,420.00
$ 1,452.00
40
anitarysewertapforSanitary other -than o en cut
0
EA
$ 1,150.00
g-
41
Standard sewer service cleanouts
0
EA
S 325.00
$ 3.575.00
42
Adjust water valve box
0
EA
S 285.00
$
43
Adjust manhole
0
EA
$ 470.00
$
44
Crushed limestone for miser lacement
0.00
CY
$ 20.00
$ 180.20
45
Ballast stone for miser lacement
0.00
CY
$ 22.50
$ 202.73
46
Class "B" concrete 2500# for mist lacement
0.00
CY
$ 92.00
$ 828.92
47
Class "E"concrete 15008 for misc lacement
000
CY
$ 86.00
$ 774.86
48
Concrete curb and utter replacement
0
LF
$ 24.00
$ 120.00
49
Permanent as halt avement re air r Fi . 4
-0
LF
$ 30.00
$ 24.900.00
50
Permanent concrete avement re air perFig.1
0
SY
$ 52.00
$ 260.00
51
Pulverization
0
SY
$ 7.00
S-
52
Cement stabilized su rade
0
TN
$ 150.00
$-
53
2 -in. HMAC overla (Type 'D')
0
SY
$ 6.00
$-
54
Re lace 7 -in. concrete valle gutter
0
SY
$ 42.50
$-
55
4 -in. concrete drivewa and sidewalk re air
0
LF
$ 22.25
$ 3,204.00
56
Raised avement markers
0
LS
S 1,000.(0
$
57
24 -in. standard headwall
0
EA
$ 1,500,00
$
58
24 -in. Class III RCP
0
LF
$ 60.00
$
59
Shallow standard 5 -ft. storm drain inlet
0
EA
$ 2.00.00
$
60
Standard 10 -ft. storm drain inlet
0
EA
S 2.5(0.00
$
61
4 -in. to soil
0
SY
$ 6.75
$ 4,178 25
62
Solid sod replacement
0
LF
$ 5.00
$ 17,155.00
63
Pre -construction TV ins ection of sanita sewer line
0
LF
S 3.50
$ 5,204.50
64
Post -construction TV inspection of sanitary sanitarysewerline
0
LF
$ 1.50
$ 3,907.50
65
Concrete encasement
0
LF
$ 41.25
S 4,826.25
66
Temporary pavement repair per Fig. B, Case 3
0
LF
$ 9.50
$ 4,702.50
AUtl I DIAL J 4Zb,Z3b.f1
10% Contingency S 42,623.57
TOTAL $ 468,859.28
4
ENGINEERS S
w tOuNpi RS vcb, u�r617.32&1121 F., e1Ft 1000 ao7a 761a 72
35
CONSTRUCTION COSTS
M -106R DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 2, Units 1 - 6
Sewer Department Project No. PS 46-070460410150
D.O.E. Project Nos. 1644. 1901, 1902, 1968, 1969, and 1970
L-3480. L-3500, and M-107
L-3480
M-7 DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 7, Units 1 .3
Sewer Department Project No. PS 58-070580174670
D.O.E. Project Nos. 1732, 1893, and 1894
L-337, L-384, L-1997, L-2232, and L-3737
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
I
Storm drain re -construction D -hole
2
EA
S 1,000.00
$ 2,000.00
2
8-insanitary sewer pipe (all depths)
180
LF
$ 61.00
$ 10,980.00
3
8 -in. SDR 26 sanitary sewer pipe (all depths)
30
LF
$ 86.00
$ 2,580.00
4
8 -in. DIP sanitary sewer pipe (all depths)
30
LF
$ 80.00
$ 2.400.00
5
6 -in. to 8 -in, sewer pipe bypipe enlargement
0
LF
S 67.00
$-
6
Sag adjustment for pipe enlargement
0
LF
$ 110.00
$
7
10 -in. sanitary sewer pipe (all depths)
0
LF
$ 76.00
$
8
10 -in. S0R 26 sanitary sewer pipe (all depths)
0
LF
$ 75.00
S
9
10 -in. DIP sanitary sewer pipe (all depths)
0
LF
$ 90.00
$
10
8 -in. sewer pipe by other than open cut
0
LF
S 150.00
$
11
6 -in. water line
0
LF
S 100.00
$
12
1 -in. water service
0
EA
$ 500.00
$
13
Water meter box
0
EA
$ 75.00
$
14
Remove existin water valve
0
EA
$ 100.00
$
15
4 -in. water line adjustment
0
LF
$ 60.00
$
16
6 -in, water line adjustment
0
LF
$ 94.00
$
17
8 -in. water line adjustment
0
LF
$ 105.00
$
18
10 -in. water line adjustment
0
LF
$ 150.00
$
19
12 -in. water line adjustment
15
LF
$ 182.00
$ 2,730.00
20
Trench safety system for trenches (depth > 5 -ft.)
1.520
LF
S 1.00
$ 1,520.00
21
Remove existing sanitary sewer manholes
2
EA
$ 660:00
$ 1,320.00
22
Abandon existing sanitary sewer manholes
1
EA
S 625.00
$ 625.00
23
Standard 4 -ft. diameter SSMH (to 6 -ft. depth)
2
EA
S 2,000.00
$ 4.000.00
24
4 -ft. diameter extra depth SSMH
0
VF
S 110.00
$
25
Standard 4 -ft. diameter drop SSMH (to 6 -ft. depth)
1
• EA
S 2,140.00
$ 2.140.00
26
4 -ft. diameter extra depth drop SSMH"
3
VF
S 184.00
$ 552.00
27
Standard 4 -ft. diameter shallow cone manhole
0
EA
$ 1,900.00
$
28
Watertight manhole insert for SSMH
3
EA
$ 76.00
$ 228.00
29
Bolted watertight cover for SSMH
0
EA
$ 350.00
$
30
Concrete collars for SSMH
3
EA
$ 310.00
$ 930.00
31
SSMH corrosion resistant coating
9
VF
$ 165.00
$ 1,485.00
32
Vacuum test SSMH
3
EA
$ 125.00
$ 375.00
33
4-ir1: sanita sewer'sdrvice to s
10
EA •
. $ ' ' 215.00
$ ' 2.150.00
34
4 -in. sanitary sewer service lines
1.280
LF
$ 25.00
S 32,000.00
35
4 -in. DIP sanitary sewer service
0
LF
$ 54.00
$
36 .
4 -in. DIP sanitary sewer ta
0
EA
.$ 300.00
$.
37
6 -in. sanitary sewer service line
0
LF
$ 35.00
$
38
6 -in. sanitary sewer tap
0
EA
$ 800.00
$
39
DIP fittings for sewer and water
0.40
TN
S 2.420.00
$ 968.00
40
Sanitary sewerta for other than o . n cut
0
EA
S 1,150.00
$
41
Standard sewer service cleanouts
10
EA
S 325.00
S 3,250.00
42
Adjust water valve box
0
EA
$ 285.00
$
43
Adjust manhole
0
EA
$ 470.00
S
44
Crushed limestone for misc. placement
1.67
CY
$ 20.00
$ 33.40
45
Ballast stone for misc, placement
1.67
CY
S 22.50
$ 37.58
46
Class "B" concrete 2500!( for misc. placement
1.67
CY
$ 92.00
$ 153.64
47
Class "E" concrete (1500#) for misc. placement
1.67
CY
S 86.00
$ 143.62
48
Concrete curb and gutter replacement
0
LF
S - 24.00
$
49
Permanent asphalt pavement repair per Fig. 4
390
. LF
S 30.00
$ 11,700.00
50
Permanent concrete pavement repair per Fig. 1
0
SY
$ 52.00
$-
51
Pulverization
0
SY
S 7.00
$
52
Cement stabilized subgrade
0
TN
$ 150.00
$
53
2 -in. HMAC overlay T e'D'
0
SY
$ 6.00
$
54
Replace 7 -in, concrete valley tter
0
SY
$ 42.50
$
55
4 -in, concrete driveway and sidewalk repair
100
LF
S 22.25
$ 2,225.00
56
Raised pavement markers
0
LS
S 1.000.00
$
57
24 -in, standard headwall
0
EA
S 1.500.00
$
58
24 -in. Class III RCP
0
LF
S 60.00
$
59
Shallow standard 5 -ft. storm drain inlet
0
EA
S 2,000.00
$
60
Standard 10 -ft. storm drain inlet
0
EA
S 2.500.00
$
61
4 -in. to soil
0
SY
S 6.75
$-
62
Solid sod replacement
1.130
LF
S 5.00
S 5,650.00
63
Pre -construction TV inspection of sanitary sewer line
0
LF
S 3.50
$
64
Post -construction TV inspection of sanitary sewer line
240
LF
S 1.50
$ 360.00
65
Concrete encasement
30
LF
S 41.25
$ 1.237.50
66
Temporary pavement repair per Fig. B. Case 3
0
LF
S 9.50
$ -
JUtSIUTAL $ U;1,rr3.14
10% Contingency S 9.377.37
TOTAL $ 103,151.11
0UNAWAY ASSOCIATES. INC.
ENGINEERS PLANNERS SURVEYORS
1501 M -1n Ced., Sub. 100 FanWvV.5 . 76107-8.572
Pho, . 617.335.1121 F.. 317.333.7237 M.00 617.229.2135
1707100_Cun.Swb(H,rnA3L07 11W JE0m
CONSTRUCTION COSTS
M -106R DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 2, Units 1 -6
Sewer Department Project No. PS 46-070460410150
D.O.E. Project Nos. 1644, 1901, 1902, 1968, 1969, and 1970
L-3480, L3500, and M-107
L-3500
M-7 DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 7, Units I - 3
Sewer Department Project No. PS 58.070580174670
D.O.E. Project Nos. 1732, 1893, and 1894
L-337, L-384, L-1997, L-2232, and L-3737
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
1
Storm drain re -construction D -hole
0
EA
$ 1,000.00
$
2
8 -in. sanitary sewer pipe (all depths)
215
LF
$ 61.00
$ 13,115.00
3
8 -in. SDR 26 sanitary sewer pipe (all depths)
20
LF
$ 86.'00
$ 1,720.00
4
8 -in. DIP sanitary sewer pipe (all depths)
0
LF
$ 80.00
$
5
6 -in. to 8 -in. sewer pipe by i enlargement
0
LF
$ 67.00
$
6
Sa adjustment for pipe enlargement
0
IF
$ 110.00
$
7
10 -in, sanitary sewer pipe (all depths)
0
LF
$ 76.00
$
8
10 -in. SOR 26 sanitary sewer pipe (all depths)
0
LF
$ 75.00
$
9
10 -in. DIP sanitary sewer pipe (all depths)
0
LF
$ 90.00
$
10
8 -in. sewer pipe by other than open cut
0
LF
$ 150.00
$
11
6 -in, water line
0
LF
$ 100.00
$
.12
1 -in, water service
0
EA
$ 500.00
$
13
Water meter box
0
EA
$ 75.00
$
14
Remove existing water valve
0
EA
$ 100.00
$
15
4-inwater line adjustment
0
,IF
$ 60.00
$
16
6 -in, water line adjustment
0
LF
$ 94.00
$
17
8 -in, water line adjustment
0
LF
$ 105.00
$
18
10 -in, water line adjustment
0
LF
$ 150.00
$
19r
12 -in, water line adjustment
0
LF
$ 182.00
$
20
Trench Safety system for trenches de th > 5 -ft.)
325
LF
$ 1.00
$ 325.00
21
Remove existing sanitary sewer manholes
1
EA
$ 660.00
$ ' 660.00
22
Abandon existing sanitary sewer manholes
0
EA
$ 625.00
$
23
Standard 4 -ft. diameter SSMH (to 6 -ft. depth)
2
EA
$ 2,000.00
$ 4,000.00
24
4 -ft. diameter extra de th SSMH
10
VF
$ 110.00.
$ 1,100.00
25
Standard 4 -ft. diameter drop SSMH (to 6 -ft. depth)
0
EA
$ 2.140.00
$-
26
4 -ft. diameter extra depth drop SSMH
0
VF
$ 184.00
$
27
Standard 4 -ft. diameter shallow cone manhole
0
EA
$ 1,900.00
$
28
Watertight manhole insect for SSMH
0
EA
$ 76.00
$
29
Bolted watertight cover for SSMH
0
EA
$ 350.00
$
30
Concrete collars for SSMH
0
EA
$ 310.00
$
31
SSMH corrosion resistant coaling0
VF
$ 165.00
$ -
32
Vacuum test SSMH
0
EA
$ 125.00
$
33 '
4 -in. saniry Sewer service taps ' '
4
• ' EA'
$ ' 215.00
$ ' 1360.00
34
4 -in, sanitary sewer service lines
90
LF
$ 25.00
$ 2,250.00
35
4 -in. DIP sanitary sewer service
0
LF
$ 54.00
$
36
4:in. DIP sanitarysewer,ta v
.0
.EA
$. ..300.00
-$
37
6 -in. sanitary sewer service line
0
LF
$ 35.00
$
38
6 -in, sanitary sewer tap
0
EA
S 800.00
$
39
DIP fittings for sewer and water
0.00
TN
$ 2,420.00
$
40
nitary sewer'tap for other than open cut
0
EA
S 1,150.00
$
41
Standard sewer service cleanouts
1
EA
$ 325.00
$ 325.00
42
Adjust water valve box
0
EA
$ 285.00
$
43
Adjust manhole
0
EA
$ 470.00
$ -
44
Crushed limestone for misc. placement
1.67
CY
S 20.00
$ 33.40
45
Ballast stone for misc. placement
1.67
CY
S . 22.50
$ 37.58
46
Class "B" concrete (2500#) for misc. placement
1.67
CY
$ 92.00
$ 153.64
47
Class "E" concrete 1500ax for misc. placement
1.67
CY
$ 86.00
$ 143.62
48
Concrete curb and gutter replacement
5
LF
$ 24.00
$ 120.00
49
Permanent asphalt pavement repair per Fig, 4
0
LF
$ 30.00
$
50
Permanent concrete pavement repair per Fig 1
5
SY
$ 52.00
$ 260.00
51
Pulverization
0
SY
$ 7.00
$
52
Cement stabilized subgrade
0
TN
$ 150.00
$
53
2 -in. HMAC overlay T e'D'
0
SY
$ 6.00
$
54
Replace 7 -in. concrete valley utter
0
SY
S 42.50
$-
55
4 -in, concrete driveway and sidewalk repair
20
LF
S 22.25
$ 445.00
56
Raised pavement markers
0
LS
S 1,000.00
$-
57
24 -in, standard headwall
0
EA
S 1,500.00
$
58
24 -in. Class III RCP
0
LF
$ 60.00
$
59
Shallow standard 5 -ft. storm drain inlet
0
EA
S 2,000.00
$
60
Standard 10 -ft. storm drain inlet
0
EA
$ 2,500.00
$
61
4 -in, topsoil
0
SY
$ 6.75
$-
62
Solid sod replacement
200
LF
$ 5.00
$ 1,000.00
63
Pre -construction TV inspection of sanitary sewer line
235
LF
S 3.50
$ 822.50
64
Post -construction TV inspection of sanitary sewer line
235
LF
S 1.50
$ 352.50
65
Concrete encasement
20
LF
$ 41.25
$ 825.00
66
Temporary pavement repair per Fig. B, Case 3
0
LF
$ 9.50
S -
SUBTOTAL $ 28,548.24
10% Contingency $ 2,854.82
TOTAL S 31,403.06
ENGINEERS PI_ANNERS SURVEYORS
15O1 DUNAWAY
MwN,w, ctd.. sue.v wwT T.
.s�s.2113� P1w,. 617.335.1121 a
#102100 -Cc Cab(m 3)_021 IN .ED,s
CONSTRUCTION COSTS
M -106R DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 2, Units I - 6
Sewer Department Project No. PS 46-070460410150
O.O.E. Project Nos. 1644, 1901, 1902, 1968. 1969, and 1970
L-3480, L-3500, and M-107
M-107
M-7 DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4. Contract 2), Part 7, Units 1 -3
Sewer Department Project No. PS 58-070580174670
D.O.E. Project Nos. 1732, 1893, and 1894
L-337, L-384, L-1997, L-2232, and L-3737
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
1
Storm drain pre -construction 0 -hole
0
EA
$ 1,000.00
$
2
8 -in. sanitary sanitarysewer pipe (all depths)
0
LF
S 61.00
$
3
8 -in. SDR 26 sanitary sewer pipe (all depths)
0
LF
$ 86.00
$
4
8 -in. DIP sanitary sewer pipe (all depths)
0
IF.
$ 80.00
$
5
6 -in. to 8 -in, sewer pipe by i enlargement
0
LF
$ 67.00
$
6
Sag adjustment for pipe enlargement
0
LF
$ 110.00
S-
7
10 -in. sanitary sewer pipe (alt depths)
217
LF
$ 76.00
$ 16,492.00
8
10 -in. SDR 26 sanitary sewer pipe (all depths)
0
LF
S 75.00
$
9
10 -in. DIP sanitary sewer pipe all depths)
0
LF
$ 90.00
$
10
8 -in, sewer pipe by other than open cut
0
LF
$ 150.00
$
11
6 -in, water line
0
LF
$ 100.00
$ -
12
1 -in, water service
0
EA
$ 500.00
$
13
Water meter box
0
EA
$ 75.00
$
14
Remove existin water valve
0
EA
$ 100.00
$
15
4 -in, water line adjustment
0
LF
$ 60.00
$
16
6 -in, water line adjustment
0
LF
$ 94.00
$
17
8 -in, water line adjustment
0
LF
S 105.00
$
18
10 -in, water fine adjustment
0
LF
$ 150.00
$-
19
12 -in, water line adjustment
0
LF
S 182.00
$
20
Trench safety system for trenches de th > 5 -ft.)
277
LF
$ 1.00
$ 277.00
21
Remove existin sanita sewer manholes
2
EA
$ • 660.00
$ 1:320.00
22
Abandon existing sanitary sewer manholes
0
EA
$ 625.00
$
23
Standard 4 -ft. diameter SSMH (to 6 -ft. depth)
2
EA
$ 2,000.00
$ 4,000.00
24
4 -ft. diameter extra depth SSMH
. 15
VF
S • 110.00
S 1,650.00
25
Standard 4 -ft. diameter drop SSMH (to 6 -ft. depth)
0
EA
$ 2,140.00
$-
26
4 -ft. diameter extra depth drop SSMH
0
VF
S 184.00
$
27
Standard 4 -ft. diameter shallow cone manhole
0
EA
S . 1,900.00
$ -
28
Waterti ht manhole insert for SSMH
2
EA
S 76.00
$ .152.00
29
Bolted watertight cover for SSMH
0
EA
$ 350.00
$
30
Concrete collars for SSMH
2
EA
$ 310.00
$ 620.00
31
SSMH corrosion resistant coating
0
VF
S 165.00
$ -
32
Vacuum test SSMH
2
EA
$ 125.00
$ 250.00
33
4-tn. sanitary sewer service taps
-
EA
S 115:00
$ 1,290.00'
34
4-insanitary sewer service lines
60
LF
S 25.00
$ 1,500.00
35
4 -in. DIP sanitary sewer service
0
LF
$ 54.00
$-
36
4 -in. DIP sanitary sewer tap
0
EA
$ .3
$
37
6 -in. sanitary sewer service line
0
LF
S 35.00
S
38
6 -in. sanitary sewer tap
0
EA
S 800.00
$ -
39
DIP fittings for sewer and water
0.00
TN
S 2,420.00
$
40
anitary sewer tap for other than open cut
0
EA
S 1.150.00
.$
41
Standard sewer service cleanouts
0
EA
$ 325.00
$
42
Adjust water valve box
0
EA
S 285.00
$
43
Adjust manhole
0
EA
$ 470:00
$
44
Crushed limestone for misc. placement
1.67
CY
S 20.00
$ 33.40
45
Ballast stone for misc. placement
1.67
CY
$ 22.50
$ 37.58
46
Class "B" concrete (2500#) for misc, placement
1.67
CY
S 92.00
$ 153.64
47
Class "E" concrete (1500#) for misc. placement
1.67
CY
$ 86.00
$ 143.62
48
Concrete curb and gutter replacement
0
LF
S 24.00
$
49
Permanent asphalt pavement repair per Fig, 4
217
LF
S 30.00
$ 6,510.00
50
Permanent concrete pavement repair per Fig. 1
0
SY
$ 52.00
$
51
Pulverization
0
SY
S 7.00
$
52
Cement stabilized subgrade
0
TN
S 150.00
$
53
2 -in. HMAC overlay T e'D'
0
SY
$ 6.00
$
54
Re lace 7 -in, concrete valley utter
0
SY
S 42.50
S
55
4 -in. concrete driveway and sidewalk repair
0
LF
S 22.25
$-
56
Raised pavement markers
0
IS
S 1.000.00
S-
57
24 -in, standard headwall
0
EA
S 1,500.00
$ -
58
24 -in. Class III RCP
0
LF
$ 60.00
$-
59
Shallow standard 5 -ft. storm drain inlet
0
EA
S 2.000.00
$
60
Standard 10 -ft. storm drain inlet
0
EA
S 2,500.00
$
61
4 -in. topsoil
0
SY
S 6.75
$-
62
Solid sod replacement
277
LF
S 5.00
$ 1,385.00
63
Pre -construction TV inspection of sanitary sewer line
217
LF
$ 3.50
$ 759.50
64
Post -construction TV inspection of sanitary sewer line
217
IF
S 1.50
$ 325.50
65
Concrete encasement
0
LF
S 41.25
$
66
Temporary pavement repair per Fig. B. Case 3
0
LF
S 9.50
$ -
JUB 1 V I ML a
10% Contingency $ 3,689.92
TOTAL L $ 40,589.16
•®� 11 w4.nin. C'd.. E,Jh100 FM T..
CONSTRUCTION COSTS
M -106R DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2). Part 2, Units 1 -6
Sewer Department Project No. PS 46-070460410150
D.O.E. Project Nos. 1644, 1901, 1902, 1968, 1969, and 1970
L-3480, L-3500, and M-107
L-337
M-7 DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2). Part 7. Units 1 -3
Sewer Department Project No. PS 58-070580174670
D.O.E. Project Nos. 1732, 1893. and 1894
L-337, L-384, L-1997, L-2232, and L-3737
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
1
Storm drain re -construction D -hole
1
EA
$ 1,000.00
S 1,000.00
2
in. sanitary sewer pipe (all depths)
431
LF
$ 61.00
$ 26,291.00
3
8 -in. SDR 26 sanitary sewer pipe (alt depths)
22
LF
$ 86.00
$ 1,892.00
4
8 -in. DIP sanitary sewer pipe (alt depths)
0
LF
S 80.00
$-
5
6 -in. to 8 -in, sewer pipeb i e enlargement
0
LF
$ 67.00
$
6
ag adjustment for pipe enlargement
0
LF
$ 110.00
$
7
10 -in, sanitary sewer pipe (all depths)
0
LF
S 76.00
$
8
10 -in. SDR 26 sanitary sewer pipe (all depths)
0
LF
S 75.00
$-
9
10 -in. DIP sanitary sewer pipe (all depths)
0
• LF
$ 90.00
$-
10
8 -in. sewer ieb other than o en cut
0
LF
$ 150.00
$
11
6 -in. water line
0
LF
$ 100.00
$-
12
1 -in. water service
0
EA
$ 500.00
$-
13
Water meter box
0
EA
$ 75.00
$-
14
Remove existin water valve
0
EA
S 100.00
$-
15
4 -in. water line adjustment
0
LF
S 60.00
$
16
6 -in, water line adjustment
0
LF
$ 94.00
$
17
8 -in. water line adjustment
0
LF
$ 105.00
$
18
10 -in, water line adjustment
0
LF
$ 150.00
$
19
12 -in, water line adjustment
0
LF
$ 182.00
$
20
Trench safety system for trenches de th > 5 -ft.)
588
LF
$ 1.00
S 588.00
21
Remove existing sanitary sewer manholes
1
EA
$ 660.00
$ 660.00
22
Abandon existing sanitary sewer manholes
0
EA
$ 625.00
$
23
Standard 4 -ft. diameter SSMH (to 6 -ft. depth)
1
EA
$ 2.000.00
$ 2,000.00
24
4 -ft. diameter extra de th SSMH
2
VF
$, 110.00
$ 220.00
25
Standard 4 -ft. diameter drop SSMH (to 6 -ft. depth)
0
EA
$ 2,140.00
$
26
4 -ft. diameter extra depth drop SSMH
0
VF
S 184.00
$
27
Standard 4 -ft. diameter shallow cone manhole
0
EA
$ 1,900.00
$
28
Watertight manhole insert for SSMH
1
EA
$ 76.00
S 76.00
29
Bolted watertight cover for SSMH
0
EA
$ 350.00
$
30
Concrete collars for SSMH
1
EA
S 310.00
$ 310.00
31
SSMH corrosion resistant coating
0
VF
$ 165.00
$ -
32
Vacuum test SSMH
1
EA
S 125.00
S 125.00
33
4 -in. sanitary sewer'service to s
18
EA
$ 215.00'
$ 3,870.00
34
4 -in. sanitary sewer service lines
135
LF
$ 25.00
$ 3,375.00
35
4 -in. DIP sanitary sewer service
0
LF
S 54.00
S -
36
4 -in. DIP sanitary sewer tap
0
EA
$ . 300.00
$
37
6 -in. sanitary sewer service line
0
LF
$ 35.00
$ -
38
6 -in. sanitary sewer tap
0
EA
S 800.00
$
39
DIP fittin s for sewer and water
0.00
TN
$ 2,420.00
$
40
Sanitary sewer to for other than o en cut
0
EA
S 1,150.00
$
41
Standard sewer service cleanouts
0
EA
S 325.00
S -
42
Adjust water valve box
0
EA
$ 285.00
$
43
Adjust manhole
0
EA
$ 470.00
S
44
Crushed limestone for misc. placement
100
CY
$ 20.00
S 20.00
45
Ballast stone for misc. placement
1.00
CY
$ 22.50
S 22.50
46
Class "B" concrete 250071 for miscplacement
1.00
CY
S 92.00
$ 92.00
47
Class "E" concrete 1500# for misc. placement
1.00
CY
S 86.00
$ 86.00
48
Concrete curb and gutter replacement
0
LF
$ 24.00
$
49
Permanent asphalt pavement repair per Fig. 4
0
LF
$ 30.00
$ -
50
Permanent concrete pavement repair per Fig. 1
0
SY
$ 52.00
$
51
Pulverization
0
SY
$ 7.00
$
52
Cement stabilized subgrade
0
TN
$ 150.00
$
53
2 -in. HMAC overlay T e'D'
0
SY
S 6.00
$
54
Re lace 7 -in, concrete valley utter
0
SY
S 42.50
$
55
4 -in. concrete driveway and sidewalk repair
0
LF
S 22.25
$
56
Raised pavement markers
0
LS
$ 1,000.00
$
57
24 -in, standard headwall
0
EA
S 1,500.00
$
58
24 -in. Class III RCP
0
LF
S 60.00
$
59
Shallow standard 5 -ft. storm drain inlet
0
EA
S 2,000.00
$
60
Standard 10 -ft. storm drain inlet
0
EA
S 2,500.00
$
61
4 -in, topsoil
0
SY
$ 6.75
$
62
Solid sod replacement
588
LF
$ 5.00
$ 2,940.00
63
Pre -construction TV inspection of sanitary sewer line
0
LF
S 3.50
$-
64
Post -construction TV inspection of sanitary sewer line
453
LF
S 1.50
$ 679.50
65
Concrete encasement
22
LF
S 41.25
5 907.50
66
Temporary pavement repair per Fig. B. Case 3
0
LF
S 9.50
$ -
SUBTOTAL 5 4D,104.oU
10% Contingency $ 4,515.45
TOTAL $ 49,669.95
ENGINEERS Pt.RNNERS 1551 U.., ,,.c.7tI7
.t ,# 1O0 'f,. T 617.20. 557772
97P2100 —CM Co.0 —3) 0211 JED-
CONSTRUCTION COSTS
M -106R DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 2, Units 1 -6
Sewer Department Project No. PS 46-070460410150
D.O.E. Project Nos. 1644. 1901, 1902, 1968, 1969, and 1970
L-3480, L-3500, and M-107
L-384
M-7 DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 7, Units 1 -3
Sewer Department Project No. PS 58-070580174670
D.O.E. Project Nos. 1732, 1893, and 1894
L-337. L-384, L-1997, L-2232, and L-3737
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
1
Storm drain pre -construction D -hole
I
EA
$ 1,000.00
$ 1,000.00
2
8 -in. sanitary sewer pipe (all depths)
834
LF
$ 61.00
S 50,874.00
3
8 -in. SDR 26 sanitary sewer pipe (all depths)
15
LF
$ 86.00
$ 1,290.00
4
8 -in. DIP sanitary sewer pipe (all depths)
0
LF
$ 80.00
$
5
6 -in. to 8 -in, sewer pipeb i e enlargement
0
LF
$ 67.00
$
6
Sag adjustment for pipe enlargement
0
LF
$ 110.00
$
7
10 -in, sanitary sewer pipe (all depths)
0
LF
$ 76.00
$
8
10 -in. SOR 26 sanitary sewer pipe (all depths)
0
LF
$ 75.00
$
9
10 -in. DIP sanitary sewer pipe (all depths)
0
LF
$ 90.00
$
10
8 -in. sewer pipeb other than open cut
0
LF
$ 150.00
$
11
6 -in. water line
0
LF
$ 100.00
$-
12
1 -in. water service
0
EA
$ 500.00
$ -
13
Water meter box
0
EA
$ 75.00
S-
14
Remove existin water valve
0
EA
$ 100.00
$ -
15
4 -in, water line adjustment
0
LF
$ 60.00
$
16
6 -in. water line adjustment
0
LF
$ 94.00
$
17
8 -in. water line adjustment
0
LF
$ 105.00
$
18
10 -in. water line adjustment
0
LF
$ 150.00
$
19
12 -in. water line adjustment
0
LF
$ 182.00
$-
20
Trench safety system for trenches de th > 5-R
1.374
LF
$ 1.00
$ 1,374.00
21
Remove existing sanitary sewer manholes
4
EA
$ 660.00
$ 2.640.00
22
Abandon existing sanitary sewer manholes
0
EA
$ 625.00
$
23
Standard 4 -ft. diameter SSMH (to 6 -ft depth)
4
EA
$ 2.000.00
$ 8,000.00
24
4 -ft. diameter extra depth SSMH
. 6
VF
$ .1
$. 660.00
25
Standard 4 -ft. diameter drop SSMH (to 6 -ft. depth)
0
EA
$ 2,140.00
$
26
4 -ft. diameter extra depth drop SSMH
0
VF
$ 184.00
$
27
Standard 4 -ft. diameter shallow cone manhole
0
EA
$ 1,900.00
$-
28
Watertight manhole insert for SSMH
4
EA
$ 76.00
S 304.00
29
Bolted watertight cover for SSMH
0
EA
$. 350.00
$
30
Concrete collars for SSMH
4
EA
$ 310.00
$ 1,240.00
31
SSMH corrosion resistant coating
0
VF
$ 165.00
$
32
Vacuum test SSMH
4
EA
$ 125.00
$ 500.00
33
4 -in. sanitary sewer service taps
30
EA
$ 215.00
$ 6,450.00
34
4 -in. sanitary sewer service lines
375
LF
$ 25.00
$ 9,375.00
35
4 -in. DIP sanitary sewer service
0
LF
$ 54.00
$
36
4 -in. DIP sanitary sewer tap
0
EA
$ 300.00
$
37
6 -in. sanitary sewer service line
0
LF
$ 35.00
$ -
38
6 -in. sanitary sewer tap
0
EA
$ 800.00
$
39
DIP fittings for sewer and water
0.00
TN
$ 2,420.00
$
40
Sanita sewer to for other than o n cut
0
EA
$ 1,150.00
$
41
Standard sewer service cleanouts
0
EA
$ 325.00
$
42
Adjust water valve box
0
EA
$ 285.00
$
43
Adjust manhole
0
EA
$ 470.00
$
44
Crushed limestone for misc. placement
1.00
CY
$ 20.00
$ 20.00
45
Ballast stone for misc. placement
1.00
CY
$ 22.50
$ 22.50
46
Class "B" concrete (2500#) for misc placement
1.00
CY
$ 92.00
$ 92.00
47
Class "E" concrete 1500#1 for misc. placement
1.00
CY
$ 8600
$ 86.00
48
Concrete curb and gutter replacement
0
LF
$ 24.00
5-
49
Permanent asphalt pavement repair per Fig. 4
175
LF
$ 30.00
$ 5.250.00
50
Permanent concrete pavement repair per Fig. 1
0
SY
$ 52.00
$-
51
Pulverization
0
SY
$ 7.00
$
52
Cement stabilized subgrade
0
TN
S 150.00
$-
53
2-in.HMACoverlay T e'D'
0
SY
$ 6.00
$-
54
Replace 7 -in, concrete valley utter
0
SY
$ 42.50
$-
55
4 -in, concrete driveway and sidewalk repair
17
LF
$ 22.25
$ 378.25
56
Raised pavement markers
0
LS
S 1,000.00
$-
57
24 -in, standard headwall
0
EA
S 1.500.00
$
58
24 -in. Class III RCP
0
LF
$ 60.00
$
59
Shallow standard 5 -ft. storm drain inlet
0
EA
$ 2.000.00
$ -
60
Standard 10 -ft, storm drain inlet
0
EA
$ 2,500.00
$ -
61
4 -in. topsoil
0
SY
$ 6.75
$
62
Solid sod replacement
1,191
LF
$ 5.00
$ 5,955.00
63
Pre -construction TV inspection of sanitary sewer line
0
LF
S 3.50
$ -
64
Post -construction TV inspection of sanitary sewer line
849
LF
$ 1.50
$ 1.273.50
65
Concrete encasement
15
LF
$ 41.25
$ 618.75
66
Temporary pavement repair per Fig. B, Case 3
0
LF
S 9.50
$ -
SUBTOTAL $ 97,403.00
10% Contingency $ 9,740.30
TOTAL IS 107,143.30
ENGINEERS 0UMAWAYP.S.SOCL,TES, INC.
�. .1]5.1P Pt
I.
1501 U..n h. S jl107 I. T— 617 7761O 35
1
e103100_C.0Ce,e(/VJ 0711W ADd
CONSTRUCTION COSTS
M -106R DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements.
(Group 4, Contract 2), Part 2, Units 1 -6
Sewer Department Project No. PS 46-070460410150
D.O.E. Project Nos. 1644, 1901, 1902, 1968, 1969, and 1970
1-480, 1-3500, and M-107
L-1997
M-7 DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2). Part 7, Units 1 -3
Sewer Department ProjectNo. PS 58-070580174670
D.O.E. Project Nos. 1732, 1893, and 1894
L-337. L-384, L-1997, L-2232, and L-3737
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
1
Storm drain pre -construction D -hole
0
EA
$ 1,000.00
$
2
8 -in. sanitary sewer pipe (all depths)
440
LF
$ 61.00
$ 26.840.00
3
8 -in. SDR 26 sanitary sewer pipe (atl depths)
30
LF
$ 86.00
$ 2,580.00
4
8 -in. DIP sanitary sewer pipe (all depths)
25
LF
3 80.00
S 2.000.00
5
6 -in. to 8 -in, sewer pipeb i e enlargement
0
LF
$ 67.00
$
6
Sag adjustment for pipe enlargement
0
LF
$ 110.00
$
7
10 -in. sanitary sewer pipe (all depths)
0
LF
$ 76.00
$
8
10 -in. SDR 26 sanitary sewer pipe (all depths)
0
LF
$ 75.00
$-
9
10 -in. DIP sanitary sewer pipe (all depths)
0
LF
S 90.00
$-
10
8 -in. sewer ieb other than o en cut
0
LF
$ 150.00
$-
11
6 -in. water line
0
LF
S 100.00
$-
12
1 -in. water service
0
EA
$ 500.00
$-
13
Water meter box
0
EA
S 75.00
$-
14
Remove existing water valve
0
EA
$ 100.00
$-
15
4 -in. water line adjustment
0
LF
S 60.00
$-
16
6 -in. water line adjustment
0
IF
$ 94.00
$
17
8 -in. water line adjustment
15
LF
S 105.00
$ 1,575.00
18
10 -in, water line adjustment
0
LF
S 150.00
$-
19
12 -in, water line adjustment
0
LF
S 182.00
$
20
Trench safety system for trenches de th > 5 -ft.)
495
LF
$ 1.00
$ 495.00
21
Remove existing sanitary sewer manholes
2
EA
$ 660.00
$ 1.320.00
22
Abandon existing sanitary sewer manholes
0
EA
$ 625.00
$ -
23
Standard 4 -ft. diameter SSMH (to 6 -ft. depth)
6
EA
$ 2,000.00
$ 12,000.00
24
4 -ft. diameter extra de th SSMH
8
VF
$ 110.00
$ 880.00
25
Standard 4 -ft. diameter drop SSMH (to 6 -ft. depth)
0
EA
S 2.140.00
$
26
4 -ft. diameter extra depth drop SSMH
0
VF
S 184.00
$ -
27
Standard 4 -ft. diameter shallow cone manhole
0
EA
$ 1,900.00
$-
28
Watertight manhole insert for SSMH
6
EA
$ 76.00
$ 456.00
29
Bolted watertight cover for SSMH.
0
EA
S 350.00
$-
30
Concrete collars for SSMH
6
EA
$ 310.00
$ 1,860.00
31
SSMH corrosion resistant coating
0
VF
S 165.00
$ -
32
Vacuum test SSMH
6
EA
$ 125.00
$ 750.00
33 '
4 -in. sanitary sewer service taps
0
EA
S 215.00
'5
34
4 -in. sanitary sewer service lines
0
LF
$ 25.00
$
35
4 -in. DIP sanitary sewer service
0
LF
$ 54.00
$
36
4 -in. DIP sanitary sewer tap
0
EA
$ 300.00
$
37
6 -in. sanitary sewer service line
0
LF
$ 35.00
$ -
38
6 -in sanitary sewer tap
0
EA
S 800.00
S
39
DIP fittings for sewer and water
0.20
TN
$ 2.420.00
$ 484.00
40
Sanitary sewer to for other than o en cut
0
EA
S 1,150.00
$
41
Standard sewer service cleanouts
0
EA
S 325.00
$
42
Adjust water valve box
0
EA
S 285.00
$ -
43
Adjust manhole
0
EA
$ 470.00
$-
44
Crushed limestone for misc. placement
1 00
CY
$ 20.00
$ 20.00
45
Ballast stone for misc. placement
1.00
CY
$ 22.50
$ 22.50
46
Class "B" concrete (2500#) for misc. placement
1.00
CY
$ 92.00
$ 92.00
47
Class "E" concrete (1500#) for misc placement
1.00
CY
$ 86.00
$ 86.00
48
Concrete curb and gutter replacement
0
LF
S 24.00
$-
49
Permanent asphalt pavement repair per Fig. 4
0
LF
S 30.00
$
50
Permanent concrete pavement repair per Fig. 1
0
SY
$ 52.00
$
51
Pulverization
0
SY
S 7.00
$
52
Cement stabilized subgrade
0
TN
$ 150.00
$
53
2 -in. HMAC overlay eD')
0
SY
$ 6.00
$-
54
Re lace 7 -in, concrete valley utter
0
SY
$ 42.50
$ -
55
4 -in. concrete driveway and sidewalk repair
0
LF
$ 22.25
$-
56
Raised pavement markers
0
LS
$ 1,000.00
$-
57
24 -in. standard headwall
0
EA
$ 1,500.00
$-
58
24 -in. Class III RCP
0
LF
S 60.00
$-
59
Shallow standard 5 -ft. storm drain inlet
0
EA
S 2.000.00
$-
60
Standard 10 -ft. storm drain inlet
0
EA
S' 2.500.00
$ -
61
4 -in, topsoil
0'
SY
$ 6.75
$ -
62
Solid sod replacement
0
LF
S 5.00
$ -
63
Pre -construction TV inspection of sanitary sewer line
495
LF
$ 3.50
$ 1,732.50
64
Post -construction TV inspection of sanitary sewer line
495
LF
S 1.50
S 742.50
65
Concrete encasement
30
LF
S 41.25
S 1,237.50
66
Temporary pavement repair per Fig. B. Case 3
495
LF
S 9.50
S 4,702.50
SUBTOTAL $ 59,875.50
10% Contingency $ 5,987.55
TOTAL I $ 65,863.05
RUNAWAY ASSOCIATES. INC.
ENGINEERS PtA7RNER5 SURVEYORS
1501 fr.,,in Ckd.. Suit 100 Fart Wort% T. 761074572
Pr '.617.335.1121 Fu 617.335.7177 N.aa 117.429.2135
1707100-r�raC..b(MrM/JL0211W JE0d.
CONSTRUCTION COSTS
M -106R DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 2, Units 1 -6
Sewer Department Project No. PS 46-070460410150
D.O.E. Project Nos. 1644, 1901. 1902, 1968, 1969, and 1970
L-3480, L-3500, and M-107
L-2232
M-7 DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 7, Units 1 -3
Sewer Department Project No. PS 58-O70580174670
D.O.E. Project Nos. 1732, 1893, and 1894
L-337, L-384, L-1997, L-2232, and L -O737
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
1
Storm drain re -construction O -hole '
0
EA
$ 1,000.00
$-
2
8 -in, sanitary sewer pipe (all depths)
60
LF
$ 61.00
$ 3,660.00
3
8 -in. SDR 26 sanitary sewer pipe (all depths)
0
LF -
$ 86.00
•$
4
8 -in. DIP sanitary sewer pipe (all depths)
56
LF
$ 80.00
$ 4,480.00
5
6 -in. to 8 -in. sewer pipeb i enlargement
0
LF
$ 67.00
S
6
Sao adjustment for i enlar ement
0
LF
$ 110.00
$
7
10 -in, sanitary sewer pipe (all depths)
0
LF
$ 76,00
$
8
10 -in. SDR 26 sanitary sewer pipe (all depths)
0
LF
S 75.00
$
9
10 -in. DIP sanitary sewer pipe (all depths)
0
LF
$ 90.00
$
10'
8 -in. sewer ieb other than o n cut
0
LF
$ 150.00
$
11
6 -in. water line
0
LF
$ 100.00
$
12
1 -in. water service
0
EA
$ 500.00
$
13
Water meter box
0
EA
$ 75.00
$
14
Remove existin water valve
0
EA
$ 100.00
$
15
4 -in, water line adjustment
0
LF
$ 60.00
$
16
6 -in. water line adjustment
0
LF
$ 94.00
$
17
8 -in. water line adjustment
0
LF
$ 105.00
$
18
10 -in, water line adjustment
0
LF
$ 150.00
$
19
12 -in, water line adjustment
0
LF
$ 182.00
$
20
Trench safety system for trenches (depth > 5 -ft.)
116
LF
$ 1.00
$ 11600
21
Remove existing sanitary sewer manholes
0
EA
$ 660.00
$-
22
Abandon existing sanitary sewer manholes
0
EA
$ 625.00
$
23
Standard 4 -ft. diameter SSMH (to 6 -ft. depth)
0
EA
$ 2,000.00
$
24
4 -ft. diameter extra depth SSMH
0
VF
• $ 110.00
$
25
Standard 4 -ft. diameter drop SSMH (to 6 -ft. depth)
0
EA
$ 2,140.00
$ -
26
4 -ft. diameter extra depth drop SSMH
0
VF
$ 184.00
S
27
Standard 4 -ft. diameter shallow cone manhole
0
EA
$ • 1,900.00
$
28
Watertight manhole insert for SSMH
0
EA
S 76.00
$
29
Bolted watertight cover for SSMH
0
EA
$ 350.00
$
30
Concrete collars for SSMH
0
EA
$ 310.00
$
31
SSMH corrosion resistant coating
0
VF
$ 165.00
$
32
Vacuum test SSMH
0
EA
$ 125.00
$
33
4 -in, sanitary sewer service taps
0
EA
$ 215.00
$-
34
4 -in. sanitary sewer service lines
0
LF
$ 25.00
$
35
4 -in. DIP sanitary sewer service
0
LF
$ 54.00
$
36
4 -in. DIP sanitary sewer tap
0
EA
$ 300.00
$
37
6 -in. sanitary sewer service line
0
LF
$ 35.00
$
38
6 -in. sanitary sewer tap
0
EA
$ 800.00
$
39
DIP fittings for sewer and water
0.00
TN
S 2,420.00
$
40
Sanitary sewer to for other than o en cut
0
EA
$ 1,150.00
$
41
Standard sewer service cleanouts
0
EA
$ 325.00
$
42
Adjust water valve box
0
EA
$ 285.00
$ -
43
Adjust manhole
0
EA
S 470.00
$
44
Crushed limestone for misc. placement
1.00
CY
$ 20.00
S 20.00
45
Ballast stone for misc, placement
1.00
CY
$ 22.50
$ 22.50
4G
Class "B" concrete (2500#) for misc. placement
1.00
CY
$ 92.00
$ 92.00
47
Class "E" concrete 1500# for misc. lacement
1.00
CY
$ 86.00
$ 86.00
48
Concrete curb and gutter replacement
0
LF
$ 24.00
$-
49
Permanent asphalt pavement repair per Fig. 4
0
LF
$ 30.00
$-
50
Permanent concrete pavement repair per Fig. 1
0
SY
$ 52.00
$-
51
Pulverization
0
SY
$ 7.00
$-
52
Cement stabilized subgrade
0
TN
$ 150.00
$-
53
2 -in. HMAC overlay (Type 'D'
0
SY
$ 6.00
S
54
Replace 7 -in, concrete valley utter
0
SY
$ 42.50
$ -
55
4 -in, concrete driveway and sidewalk repair
0
LF
$ 22.25
$
56
Raised pavement markers
0
LS
S 1,000.00
$
57
24 -in, standard headwall
0
EA
$ 1,500.00
$
58
24 -in. Class III RCP
0
LF
$ 60.00
$
59
Shallow standard 5 -ft. storm drain inlet
0
EA
$ 2,000.00
$
60
Standard 10 -ft. storm drain inlet
0
EA
$ 2.500.00
$ -
61
4 -in, topsoil
0
SY
S 6.75
$ -
62
Solid sod replacement
0
LF
$ 5.00
$
63
Pre -construction TV inspection of sanitary sewer line
0
LF
$ 3.50
$ -
64
Post -construction TV inspection of sanitary sewer line
116
LF
$ 1.50
$ 174.00
65
Concrete encasement
0
LF
$ 41.25
$
66
Temporary pavement repair per Fig. B, Case 3
0
LF
$ 9.50
$ -
SUBTOTAL $ 8,650.50
10% Contingency $ 865.05
TOTAL I $ 9,515.55
ENGINEERS vro,.wsi�ss. Ca S ISO r t Woe,. To...
76/074572
CONSTRUCTION COSTS
M -106R DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 2, Units 1 -6
Sewer Department Project No. PS 46-070460410150
D.O.E. Project Nos. 1644, 1901, 1902. 1968, 1969, and 1970
L-3480, L-3500, and M-107
L-3737
M-7 DRAINAGE BASIN AREA
Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 7, Units I - 3
Sewer Department Project No. PS 58-070580174670
D.O.E. Project Nos. 1732, 1893, and 1894
L-337, L-384, L-1997, L-2232, and L-3737
ITEM NO.
DESCRIPTION
QUANTITY
UNIT
UNIT PRICE
AMOUNT
1
Storm drain pre -construction D -hole
0
EA
$ 1,000.00
$
2
8 -in, sanitary sewer pipe (all depths)
546
LF
$ 61.00
$ 33,306.00
3
8 -in. SDR 26 sanitary sewer pipe (all depths)
0
LF
$ - 86.00
$
4
8 -in. DIP sanitary sewer pipe (all depths)
0
LF
$ 80.00
$
5
6 -in. to 8 -in. sewer.pipe by i e enlargement
0
LF
$ 67.00
$
6
Sag adjustment for pipe enlargement
0
LF
$ 110.00
$
7
10 -in. sanitary sewer pipe (all depths)
0
LF
$ 76.00
$
8
10 -in. SDR 26 sanitary sewer pipe (all depths)
0
LF
$ 75.00
$
9
10 -in. DIP sanitary sewer pipe (all depths)
0
LF
$ 90.00
$
10
8 -in, sewer pipe by other than open cut
0
LF
$ 150.00
$-
11
6 -in, water line
0
LF
$ 100.00
$-
12..
1 -in, water service
0
EA
$ 500.00
$-
13
Water meter box
0
EA
$ 75.00
$
14
Remove existin water valve
0
EA
$ 100.00
$
15
4in. water line adjustment
0
LF
$ 60.00
$
16
6 -in. water line adjustment
0
LF
$ 94.00
$
17
8 -in. water line adjustment
0
LF
$ 105.00
$
18
10 -in, water line adjustment
0
LF
$ 150.00
$
19
12 -in, water line adjustment
0
LF
$ 182.00
$
20
Trench safely system for trenches (depth > 5 -ft.
674
LF
$ 1.00
$ 674.00
21
Remove existing sanitary sewer manholes
2
EA
$ 660.00
$ 1,320.00
22
Abandon existing sanitary sewer manholes
0
EA
$ 625.00
$
23
Standard 4 -ft. diameter SSMH (to 6 -ft. depth)
' 2
EA
$ 2,000.00
$ 4,000.00
24
4 -ft. diameter extra depth SSMH
2
VF
S. 110.00
$ 220.00
25
Standard 4 -ft. diameter drop SSMH (to 6 -ft. depth)
0
EA
$ 2.140.00
$ -
26
4 -ft. diameter extra depth drop SSMH
0
VF
$ 184.00
$
27
Standard 4 -ft diameter shallow cone manhole
0
EA
$ 1,900.00
$
28
Watertight manhole insert for SSMH
2
_ EA
$ 76.00
$ 152.00
29
Bolted watertight cover for SSMH
0
EA
$ 350.00
$
30
Concrete collars for SSMH
2
EA
$ 310.00
S 620.00
31
SSMH corrosion resistant coating
0
VF
$ 165.00
$
32
Vacuum test SSMH
2
EA
$ 125.00
$ 250.00
33
4 -in. sanitary sewer service taps
20
EA
$ 215.00
$ 4,300.00
34
4 -in. sanitary sewer service lines
128
LF
$ 25.00
$ 3,200.00
35
4 -in. DIP sanitary sewer service
0
LF
$ 54.00
$-
36
4 -in. DIP sanitary sewer tap
0
EA
$ 300.00
$-
37
6 -in. sanitary sewer service line
0
LF
$ 35.00
$-
38
6 -in. sanitary sewer tap
0
EA
$ 800.00
$ -
39
DIP fittin s for sewer and water
0.00
TN
$ 2,420.00
$-
40
nitary Sanitary sewer tap for other than open cut
0
EA
$ 1,150.00
$-
41
Standard sewer service cleanouts
0
EA
$ 325.00
$-
42
Adjust water valve box
0
EA
$ 285.00
$
43
Adjust manhole
0
EA
$ 470.00
$
44
Crushed limestone for misc. placement
0.00
CY
$ 20.00
$
45
Ballast stone for misc. placement
0.00
CY
$ 22.50
$
46
Class "B" concrete (2500#) for misc. placement
0.00
CY
$ 92.00
$
47
Class "E" concrete 1500# for misc. placement
0.00
CY
$ 86.00
$ -
48
Concrete curb and gutter replacement
0
LF
$ 24.00
$ -
49
Permanent as halt pavement repair per Fig. 4
48
LF
$ 30.00
$ 1,440.00
50
Permanent concrete pavement repair per Fig. 1
0
SY
$ 52.00
$ -
51
Pulverization
0
SY
$ 7.00
$
52
Cement stabilized subgrade
0
TN
$ 150.00
$
53
2 -in. HMAC overlay T e'D'
0
SY
$ 6.00
$
54
Replace 7 -in, concrete valley gutter
0
SY
$ 42.50
$ -
55
4 -in, concrete driveway and sidewalk repair
7
LF
$ 22.25
$ 155.75
56
Raised pavement markers
0
LS
S 1,000.00
$-
57
24 -in, standard headwall
0
EA
$ 1,500.00
$
58
24 -in. Class 111 RCP
0
LF
$ 60.00
$
59
Shallow standard 5 -ft. storm drain inlet
0
EA
$ 2,000.00
$
60
Standard I0 -ft. storm drain inlet
0
EA
$ 2,500.00
$
61
4 -in, topsoil
619
SY
$ 6.75
$ 4,178.25
62
Solid sod replacement
45
LF
$ 5.00
$ 225.00
63
Pre -construction TV inspection of sanitary sewer line
540
LF
$ 3.50
$ 1,890.00
64
Post -construction TV ins ction of sanitary sewer line
0
LF
$ 1.50
$-
65
Concrete encasement
0
LF
$ 41.25
$
E6
Temporary pavement repair per Fig. B. Case 3
0
LF
S 9.50
$ -
SUBTOTAL $ 55,931.00
10% Contingency $ 5,593.10
TOTAL Is 61,524.10
DUNAWAY ASSOCIATES. INC.
ENGINEERS PLANNERS SURVEYORS ipr
1501 Mr+inp C1,, S.1100 Fat We?l Ts 75107-0372
Ptcrr 511.335.1121 F.x 817.335.7437 M.t {17.425.2135
C
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ELMWOOD I ELI fW00D _._- �...__..__.___....�_.____.._ ..._....
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L-338
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VIS
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DUNAWAY ASSOCIATES Inc.
KEY MAP M -1R._ .a.R __,..
2000' 0 2000' 4000'
SCALE FEET
1 "_ - 2000'
City of Fort Worth, Texas
"agor And Council communication
DATE
REFERENCE NUMBER
LOG NAME
PAGE
5/25/99
**C-17439
30PT4
1 of 2
SUBJECT
ENGINEERING AGREEMENT WITH DUNAWAY ASSOCIATES, INC. FOR MAIN 106R
DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 4, CONTRACT 2), PART 10 AND SANITARY SEWER
SYSTEM REHABILITATION IN MAIN 7, PART 2, DRAINAGE AREA
RECOMMENDATION:
-It is recommended that the City Council authorize the City Manager to execute an engineering
agreement with Dunaway Associates, Inc. in the amount of $42,700.90 to prepare plans and
specifications for Main 106R Drainage Area Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 10 and Sanitary Sewer System Rehabilitation in Main 7, Part 2, Drainage
Area.
DISCUSSION:
The engineering services to be performed under this agreement consist of preparing plans and
specifications for the replacement of approximately 3,150 linear feet of sanitary sewer mains.
The project is part of the City's Integrated Wet Weather Wastewater* Management Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
The Main 106 project is generally bound on the north by 34th Street, on the south by 30th Street, on the
west by Weber Street, and on the east by Deen Road. The project is located in COUNCIL DISTRICT 2,
Mapsco 62D and 63A.
The Main 7 project is generally bound on the north by Magnolia Avenue, on the south by Morningside
Drive, on the west by Hemphill Road, and on the east by Mississippi Road. The project is located in
COUNCIL DISTRICT 8, Mapsco 77P and S.
Dunaway Associates, Inc. proposes to perform the design work for a lump sum fee of $42,700.90. Staff
considers this fee to be fair and reasonable for the scope of services proposed.
Dunaway Associates, Inc. is in compliance with the City's M/WBE Ordinance by committing to 16%
M/WBE participation. The City's goal on this project is 16%.
City of Fort Worth, Texas
"A.1 -or, And cou"Cil commu"icatio"
DATE
REFERENCE NUMBER
LOG NAME
PAGE
5/25/99
**C-1 7439
30PT4
2 of 2
SUBJECT
ENGINEERING AGREEMENT WITH DUNAWAY ASSOCIATES, INC. FOR MAIN 106R
DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION . AND
IMPROVEMENTS , (GROUP 4, CONTRACT 2), PART 10 AND SANITARY SEWER
SYSTEM REHABILITATION IN MAIN 7, PART 2, DRAINAGE AREA
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget,as appropriated, of
the Commercial Paper -Sewer Fund.
MG:]
Submitted for City Manager's
Office by:
Mike Groomer
Originating Department Head:
A. Douglas Rademaker .
Additional Information Contact:
A. Douglas Rademaker
FUND ACCOUNT CENTER AMOUNT
(to)
6140
6157 (from)
PS46 I 531200 070460410150 I $42,700.00
6157
CITY SECRETARY
APPROVED
CITY COUNCIL
MAY 25 1999
5Lr_i j
City Secretary of the
City of Fort Worth, Texas
City of Fort Worth, Texas
"01.4or And Council Communication
DATE REFERENCE NUMBER LOG NAME PAGE
5/25/99 **C-1 7439 30PT4 1 of 2
SUBJECT ENGINEERING AGREEMENT WITH DUNAWAY ASSOCIATES, INC. FOR MAIN 106R
DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS (GROUP 4, CONTRACT 2), PART 10 AND SANITARY SEWER
SYSTEM REHABILITATION IN MAIN 7, PART 2, DRAINAGE AREA
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute an engineering
agreement with Dunaway Associates, Inc. in the amount of $42,700.90 to prepare plans and
specifications for Main 106R Drainage Area Sanitary Sewer System Rehabilitation and Improvements
(Group 4, Contract 2), Part 10 and Sanitary Sewer System Rehabilitation in Main 7, Part 2, Drainage
Area.
DISCUSSION:
The engineering services to be performed under this agreement consist of preparing plans and
specifications for the replacement of approximately 3,150 linear feet of sanitary sewer mains.
The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply
with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer
overflows from the City's wastewater collection system.
The Main 106 project is generally bound on the north by 34th Street, on the south by 30th Street, on the
west by Weber Street, and on the east by Deen Road. The project is located in COUNCIL DISTRICT 2,
Mapsco 62D and 63A.
The Main 7 project is generally bound on the north by Magnolia Avenue, on the south by Morningside
Drive, on the west by Hemphill Road, and on the east by Mississippi Road. The project is located in
COUNCIL DISTRICT 8, Mapsco 77P and S.
Dunaway Associates, Inc. proposes to perform the design work for a lump sum fee of $42,700.90. Staff
considers this fee to be fair and reasonable for the scope of services proposed.
Dunaway Associates, Inc. is in compliance with the City's M/WBE Ordinance by committing to 16%
MIWBE participation. The City's goal on this project is 16%.
City of Fort Worth, Texas
"no'oWandouncil Cqwl"unlcaition
C
DATE REFERENCE NUMBER LOG NAME PAGE
5/25/99. , **C-17439 .30PT4 2 of 2
SUBJECT ENGINEERING` AGREEMENT WITH DUNAWAY ASSOCIATES, INC. FOR MAIN 106R
,DRAINAGE AREA SANITARY °SEWER SYSTEM REHABILITATION AND
IMPROVEMENTS" (GROUP 4, CONTRACT 2), ,PART 10 AND SANITARY SEWER
SYSTEM REHABILITATION IN MAIN 7, PART 2, DRAINAGE AREA
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available'in the current capital budget, as appropriated, of
the CommercialPaper-Sewer Fund.
MG:j
Submitted for City Manager's
Office by:
Mike Groomer
Originating Department Head:
A. Douglas Rademaker
Additional Information Contact:
A. Douglas Rademaker
FUND ACCOUNT CENTER AMOUNT
(to)
6140
6157 (from)
PS46 531200 I 070460410150 I $42.700.90
6157
CITY SECRETARY
APPROVED
CITY COUNCIL
MAY 25 1999
r
City Secretary of the
City of Fort Worth, Tezaa