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Home My WebLink AboutContract 34074� _ � ...�� r �` r � � � � i 1 6'� T �'i ,� ,�; CITY OF FORT WORTH, TEXAS r �;'.I , �� , � ��,� �_ �� , ,�� ._, _ �., STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY"), and Teague Nall & Perkins, Inc., (the "ENGINEER"), for a PROJECT generally described as: Pavement Reconstruction and Water and Sanitary Sewer Main Replacement on Canton Drive (Meadowbrook Blvd to Craig Street), Church Street (Louise St to Handley Dr), Halbert Street (Craig St to Routt St) and Van Natta Lane (Muse St to Janice Ln) 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 Ilf Terms of Payment Payments to the ENGINEER will be made as follows: Invoice and Payment The Engineer shall provide the City sufficient documentation to reasonably substantiate the invoices. The ENGINEER will issue monthly invoices for all work perFormed under this AGREEMENT. Invoices are due and payable within 30 days of receipt. Upon completion of services enumerated in Article I, the final payment of any balance will be due within 30 days of receipt of the final invoice. (4) In the event of a disputed or contested billing, only that portion so contested will be withheld from payment, and the undisputed portion will be paid. The CITY will exercise reasonableness in contesting any bill or portion thereof. No interest will accrue on any contested portion of the billing until mutually resolved. (5) If the CITY fails to make payment in full to ENGINEER for billings contested in good faith within 60 days of the amount due, the ENGINEER may, after giving 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, services. , � 1 ��1 ) .� l. �l';1 ��.:J � lj'�1J'.:�.'. ' 1''� I' ��^,111 ,�I{` 1�C�I�'Ju�,�:�l:�i �I '��GSr !lf' � �\ 'j�i, :�''•J:,Ud�; '�J�. �._ �----.__..,_- -- Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and advice and furnishing customary services incidental thereto. B. Standard of Care The standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. Such surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A. (2) In soils, foundation, groundwater, and other subsurFace investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER. D. Preparation of Engineering Drawings The ENGINEER will provide to the CITY the original drawings of all plans in ink on reproducible plastic film sheets, or as otherwise approved by CITY, which shall become the property of the CITY. CITY may use such drawings in any manner it desires; provided, however, that the ENGINEER shall not be liable for the use of such drawings for any project other than the PROJECT described herein. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 2 of 21 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 e�ent of specific site visits expressly detailed and set forth in Attachment A, the ENGINEER or its personnel shall have no obligation or responsibility to visit the construction site to become familiar with the progress or quality of the completed work on the PROJECT or to determine, in general, if the work on the PROJECT is being performed in a manner indicating that the PROJECT, when completed, will be in accordance with the Contract Documents, nor shall anything in the Contract Documents or the agreement between CITY and ENGINEER be construed as requiring ENGINEER to make exhaustive or continuous on-site inspections to discover latent defects in the work or otherwise check the quality or quantity of the work on the PROJECT. If, for any reason, the ENGINEER should make an on-site observation(s), on the basis of such on-site observations, if any, the ENGINEER shall endeavor to keep the CITY informed of any deviation from the Contract Documents coming to the actual notice of ENGINEER regarding the PROJECT. (3) When professional certification of performance or characteristics of materials, systems or equipment is reasonably required to perform the services set forth in the Scope of Services, the ENGINEER shall be entitled to rely upon such 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 ENGINEERING AGREEMENT JANUARY 1, 2005 Page 3 of 21 � 1 �:� � � � ;`� 1 '� �� '�I , �i i - ��,�9`I� R� ;?� � ; `,�;l��i�r.j r;�, � '`_7:�UG �1'c',?c.i:��a�J.� 11 -=� I�1! �n( jl�� ^.�.��JJ:U�� u✓��1a maintenance costs; competitive bidding procedures and market conditions; time or quality of performance by third parties; quality, type, management, or direction of operating personnel; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore, the ENGINEER makes no warranty that the CITY's actual PROJECT costs, financial aspects, economic feasibility, or schedules will not vary from the ENGINEER's opinions, analyses, projections, or estimates. G. Construction Progress Payments Recommendations by the ENGINEER to the CITY for periodic construction progress payments to the construction contractor will be based on the ENGINEER's knowledge, information, and belief from selective sampling and observation that the work has progressed to the point indicated. Such recommendations do not represent that continuous or detailed examinations have been made by the ENGINEER to ascertain that the construction contractor has completed the work in exact accordance with the Contract Documents; that the final work will be acceptable in all respects; that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances; or that there are not other matters at issue between the CITY and the construction contractor that affect the amount that should be paid. H. Record Drawings Record drawings, if required, will be prepared, in part, on the basis of information compiled and furnished by others,and may not always represent the exact location, type of various components, or exact manner in which the PROJECT was finally constructed. The ENGINEER is not responsible for any errors or omissions in the information from others that is incorporated into the record drawings. I. Minority and Woman Business Enterprise (M/WBE) participation � 15S3o In accord with City of Fort Worth Ordinance No. �3��#6�, 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. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 4 of 21 J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to this contract. ENGINEER agrees that the CITY shall have access during normal working hours to all necessary ENGINEER facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable 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 subcon- sultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photocopy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is perFormed. K. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificate(s) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $$2,000,000 aggregate Automobile Liability $1,000,000 each accident or $250,000 property damage $500,000 bodily injury per person per accident A commercial business auto policy shall provide coverage on "any auto", ENGINEERING AGREEMENT � � ' JANUARY 1, 2005 � �l f 1� �' �� ` �� ll t''� � Page 5 of 21 3 �%� �S�JI ^, � tiI'��i , t? �7 �' U 6 �� . � !. � �'I'.� r:. 'af i =� -.,,J;�; -,,�I�� i?�"�i �' b � `.• v �i l�-t'� � b' �+�, ._..i defined as autos owned, hired and non-owned during the course of this 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 $2,000,000 aggregate Professional Liability Insurance shall be written on a project specific basis. The retroactive date shall be coincident with or prior to the date of this contract and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of this contract and for five (5) years following completion of the contract (Tail Coverage). An annual certificate of insurance shall be submitted to the City for each year following completion of this contract. (2) Certificates of insurance evidencing that the ENGINEER has obtained all required insurance shall be delivered to the CITY prior to ENGINEER proceeding with the PROJECT. (a) Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. (b) Certificate(s) of insurance shall document that insurance coverage specified according to items section K.(1) and K.(2) of this agreement are provided under applicable policies documented thereon. (c) Any failure on part of the CITY to request required insurance documentation shall not constitute a waiver of the insurance requirements. (d) A minimum of thirty (30) days notice of cancellation or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of non-payment of premium. Such terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director (by name), City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. (e) Insurers for all policies must be authorized to do business in the state of Texas or be otherwise approved by the CITY; and, such ENGINEERING AGREEMENT JANUARY 1, 2005 Page 6 of 21 insurers shall be acceptable to the CITY in terms of their financial strength and solvency. (� Deductible limits, or self-insured retentions, affecting insurance required herein shall be acceptable to the CITY in its sole discretion; and, in lieu of traditional insurance, any alternative coverage maintained through insurance pools or risk retention groups must be also approved. Dedicated financial resources or letters of credit may also be acceptable to the City. (g) Applicable policies shall each be endorsed with a waiver of subrogation in favor of the CITY as respects the PROJECT. (h) The City shall be entitled, upon its request and without incurring expense, to review the ENGINEER's insurance policies including endorsements thereto and, at the CITY's discretion, the ENGINEER may be required to provide proof of insurance premium payments. (i) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless the CITY approves such exclusions. (j) 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. (k) 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. (I) Subconsultants to the ENGINEER shall be required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage as required for the ENGINEER. When subconsultants maintain insurance coverage, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. Notwithstanding anything to the contrary contained herein, in the event a subconsultant's insurance coverage is canceled or terminated, such cancellation or termination shall not constitute a breach by ENGINEER of the Agreement. L. Independent Consultant The ENGINEER agrees to perForm all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 7 of 21 M. Disclosure The ENGINEER acknowledges to the CITY that it has made full disclosure in writing of any existing conflicts of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the proposed PROJECT and business relationships with abutting property cities. The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest that develop subsequent to the signing of this contract and prior to final payment under the contract. N. Asbestos or Hazardous Substances (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the ENGINEER will, if requested, assist the CITY in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. 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 ENGIIVEER 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. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 8 of 21 ,; : ? ! �' �7: � �.�1� ,).�:� �`� j' ;'i �57� iil��,l �, J l C�? l. ._ ii!�1;�, u i 5� ,��.�`�J�`:4J�� 4ISG��o L� lla �:`. J B. Access to Facilities and Property The CITY will make its facilities accessible to the ENGINEER as required for the ENGINEER's perFormance of its services and will provide labor and safety equipment as required by the ENGINEER for such access. The CITY will perForm, at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and other components of the CITY's facilities as may be required in connection with the ENGINEER's services. The CITY will be responsible for all acts of the CITY's personnel. C. Advertisements, Permits, and Access Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits and licenses required by local, state, or federal authorities; and land, easements, rights-of-way, and access necessary for the ENGINEER's services or PROJECT construction. D. Timely Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as the CITY deems appropriate; and render in writing decisions required by the CITY in a timely manner in accordance with the project schedule in Attachment A. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. F. Asbestos or Hazardous Substances Release. (1) CITY acknowledges ENGINEER will perform part of the work at CITY's facilities that may contain hazardous materials, including asbestos containing materials, or conditions, and that ENGINEER had no prior role in the generation, treatment, storage, or disposition of such materials. In consideration of the associated risks that may give rise to claims by third parties or employees of City, City hereby releases ENGINEER from any damage or liability related to the presence of such materials. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 9 of 21 i � �'�.� � . � ., . ..� _ . , i_, S i��!i��,i i•�rL,'+�0;(-,��?j i1 ^��7 L7 •.i �� ;. C.';S �:: �i� � IUI=.�; U: �� Iy�i r,�1��C/�I��'� ��I�✓�3 l (2) The 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 ENGINEER brings such hazardous substance, contaminant or asbestos onto the project. G. Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractor's negligence. H. Contractor Claims and Third-Party Beneficiaries (1) The CITY agrees to include the following clause in all contracts with construction contractors and equipment or materials suppliers: "Contractors, subcontractors and equipment and materials suppliers on the PROJECT, or their sureties, shall maintain no direct action against the ENGINEER, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services perFormed. Only the CITY will be the beneficiary of any undertaking by the ENGINEER." (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there are no third-party beneficiaries. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or person shall have no third-party beneficiary rights under this Agreement. (4) Nothing contained in this section V.H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. I. CITY's Insurance (1) The CITY may maintain property insurance on certain pre-existing structures associated with the PROJECT. (2) The CITY will ensure that Builders Risk/Installation insurance is maintained at the replacement cost value of the PROJECT. The CITY may provide ENGINEER a copy of the policy or documentation of such on a certificate of insurance. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 10 of 21 (3) The CITY will specify that the Builders Risk/Installation insurance shall be comprehensive in coverage appropriate to the PROJECT risks. J. Litigation Assistance The Scope of Services does not include costs of the ENGINEER for required or requested assistance to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. In the event CITY requests such services of the ENGINEER, this AGREEMENT shall be amended or a separate agreement will be negotiated between the parties. K. Changes The CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect the ENGINEER's cost of or time required for perFormance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT with appropriate CITY approval. Article VI General Legal Provisions Amendments to Article VI, if any, are included in Attachment C. A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of a written Notice to Proceed from the CITY. B. Reuse of Project Documents All designs, drawings, specifications, documents, and other work products of the ENGINEER, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or alteration by the CITY or by others acting through or on behalf of the CITY of any such instruments of service without the written permission of the ENGINEER will be at the CITY's sole risk. The final designs, drawings, specifications and 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. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 11 of 21 D. Termination (1) The CITY may terminate this agreement for its convenience on 30 days' written notice. Either the CITY or the ENGINEER for cause may terminate this AGREEiUIENT if either party fails substantially to perform through no fault of the other and does not commence correction of such nonperformance with 5 days of written notice and diligently complete the correction thereafter. (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will be paid for termination expenses as follows: a.) Cost of reproduction of partial or complete studies, plans, specifications or other forms of ENGINEER'S work product; b.) Out-of-pocket expenses for purchasing storage containers, microfilm, electronic data files, and other data storage supplies or services; c.) The time requirements for the ENGINEER'S personnel to document the work underway at the time the CITY'S termination for convenience so that the work effort is suitable for long time storage. (3) Prior to proceeding with termination services, the ENGINEER will submit to the CITY an itemized statement of all termination expenses. The CITY'S approval will be obtained in writing prior to proceeding with termination services. E. Suspension, Delay, or Interruption to Work The CITY may suspend, delay, or interrupt the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be made. 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). ENGINEERING AGREEMENT JANUARY 1, 2005 Page 12 of 21 � �JJ�.:�o'J1-:� 1:,��'.1�:1%�'.✓' r:1S� ' i'�.�..S��M ��il�� u � ' ',I'��,, i.4 i �. � ``J'! 4 U i�, ., �� S ��';1'1 � 'lit .:,�v��l'11� U�s��a G. Assignment Neither party shall assign all or any part of this AGREEMENT without the prior written consent of the other party. H. Interpretation Limitations on liability and indemnities in this AGREEMENT are business understandings between the parties and shall apply to all the different theories of recovery, including breach of contract or warranty, tort including negligence, strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence for limitations of liability and sole negligence for indemnification. Parties mean the CITY and the ENGINEER, and their officers, employees, agents, and subcontractors. I. Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and perFormance, and any other claims related to it. The venue for any litigation related to this AGREEMENT shall be Tarrant County, Texas. J. Alternate Dispute Resolution (1) All claims, disputes, and other matters in question befinreen the CITY and ENGINEER arising out of, or in connection with this Agreement or the PROJECT, or any breach of any obligation or duty of CITY or ENGINEER hereunder, will be submitted to mediation. If inediation is unsuccessful, the claim, dispute or other matter in question shall be submitted to arbitration if both 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 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. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 13 of 21 K. Severability and Survival If any of the provisions contained in this AGREEMENT are held for any reason to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability will not affect any other provision, and this AGREEMENT shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive termination of this AGREEMENT for any cause. L. Observe and Comply ENGINEER shall at all times observe and comply with all federal and State laws and regulations and with all City ordinances and regulations which in any way affect this AGREEMENT and the work hereunder, and shall observe and comply with all orders, laws ordinances and regulations which may exist or may be enacted later by governing bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof shall be considered. ENGINEER agrees to defend, indemnify and hold harmless CITY and all of its ofFicers, agents and employees from and against all claims or liability arising out of the violation of any such order, law, ordinance, or regulation, whether it be by itself or its employees. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 14 of 21 Article VII Attachments, Schedules, and Signatures This AGREEMENT, including its attachments and schedules, constitutes the entire AGREEMENT, supersedes all prior written or oral understandings, and may only be changed by a written amendment executed by both parties. The following attachments and schedules are hereby made a part of this AGREEMENT: Attachment A- Scope of Services Attachment B - Compensation Attachment C- Amendments to Standard Agreement for Engineering Services Attachment D - Project Schedule Attachment E — Location Map � 1 � Executed this the � day of '__, `, 20�{' ATTEST: Marty Hendrix City Secretary �_' �� (� -_-_ Co�-�ract �utho�i��f.ic�;�. -_ � � C-�__:� � -------- Date APPROVED AS TO FORM AND LE�LITY _ tant,,,�ity/Attorliey ; � � ,. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 15 of 21 CITY OF F T WORTH � By: c. A. Ott Assistant City Manager Approval Recommended WC.� Douglas Rademaker, PE Director, Engineering Department T�ag� �P Nall & PerkinG, Inc. ENGINEER By: Name• Ty Hilton�P.E. �� , �f':i �';. � ..�''lJ�� Gi� �.�� 1J+iJ � :�;� i� ,7 ^ <s ;• , ,�;. _ . , i� ,�li�1i' :��5i ;`7i� fI��:;�,;'i,��: 1�`J Y � J �i� �._: "':/ :�v � Y�'. �1 ' I. .� •�SI i}�'� r 5?1P fi ��U r ,t.y'�� .li 3 :' 'J �.�:! 1:4 Jl 3 i � ATTACHMENT "A" - , - .. - . -�.Y�1t�T-_.�_ "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. " 1) 2) 3) 4) 5) . := 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. 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. Geotechnical Investigations The Engineer shall advise the City of test borings, and other subsurFace investigations that may be needed. In the event it is determined necessary to make borings or excavate test holes or pits, the Engineer shall in coordination with the City and the City's geotechnical engineering consultant, draw up specifications for such testing program. The cost of the borings or excavations shall be paid for by the City. 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. Design Changes Relating to Permitting Authorities If permitting authorities require design changes, the Engineer shall revise the plans and specifications as required at the Engineers own cost and expense, unless such changes are required due to changes in the design of the facilities made by the permitting authority. If such changes are required, the Engineer shall notify the City and an amendment to the contract shall be made if the Engineer incurs additional cost. If there are unavoidable delays, a mutually agreeable and reasonable time extension shall be negotiated. 6) Plan Submittal ENGINEERING AGREEMENT JANUARY t, 2005 Page 16 of 21 _ � r i'.� .. ; �:;,,:�: i':5'�� ;' �. _. , ��i,, �� i1' i1y.� � � 'JJ� J 'ul:�k'5��,.J. , � , �.� '�� ;- �, s tf r i�, �' J�Bo �. `.,�,.( ' �-✓•':iJ�u�3 VI�t%,� 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 liabie for the consequences of any changes that are made to the drawings or changes that are made in the implementation of the drawings without the written approval of the Engineer. PHASE 1 7) Right-of-Way, Easement and Land Acquisition Needs The Engineer shall determine the rights-of-way, easement needs for the construction of the project. Engineer shall determine ownership of such land and furnish the City with the necessary right-of-way sketches, prepare necessary easement descriptions for acquiring the rights-of-way and/or easements for the construction of this project. Sketches and easement descriptions are to be presented in form suitable for direct use by the Department of Engineering in obtaining rights-of-way, easements, permits and licensing agreements. All materials shall be furnished on the appropriate City forms in a minimum of four (4) copies each. 8) Design Survey The Engineer shall provide necessary field survey for use in the preparation of Plans and Specifications. The Engineer shall furnish the City certified copies of the field data. 9) Utility Coordination The Engineer shall coordinate with all utilities, including utilities owned by the City, as to any proposed utility liens or adjustment to existing utility lines within the project limits. The information obtained shall be shown on the conceptual plans. The Engineer shall show on the preliminary and final plans the location of the proposed utility lines, existing utility lines, based on the information provided by the utility, and any adjustments and/or relocation of the existing lines within the project limits. The Engineer shall also evaluate the phasing of the water, wastewater, street and drainage work, and shall submit such evaluation in writing to the City as part of this phase of the project. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 17 of 21 10) Conceptual Pians The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans which inciude layouts, preliminary right-of-way needs and preliminary estimates of probable construction costs for the Engineer's recommended plan. For all submittals, the Engineer shali submit plans and documents for street/storm drain and water/wastewater facilities. The Engineer shall receive written approval of the Phase 1 Plans from the City's project manager before proceeding with Phase 2. PHASE 2 11) Design Data The Engineer shall provide design data, reports, cross-sections, profiles, drainage calculations, and preliminary estimates of probable construction cost. 12) Preliminary Construction Plans and Technical Specifications The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans and five (5) copies of the preliminary technical specifications for review by the City and for submission to utility companies and other agencies for the purposes of coordinating work with existing and proposed utilities. The preliminary construction plans shall indicate location of existing/proposed utilities and storm drain lines. The Engineer shall receive written approval of the Phase 2 plans from the City's project manager before proceeding with Phase 3. PHASE 3 13) Final Construction Plans The Engineer shall furnish five (5) copies of the final construction plans and contract specifications for review by the City. 14) Detailed Cost Estimate The Engineer shall furnish four (4) copies of detailed estimates of probable construction costs for the authorized construction project, which shall include summaries of bid items and quantities. 15) Plans and Specification Approval The Engineer shall furnish an original cover mylar for the signatures of authorized City officials. The Contract Documents shall comply with applicable local, state and federal laws and with applicable rules and regulations promulgated by local, state and national boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3 plans from the City's project manager before proceeding with Phase 4. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 18 of 21 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. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 19 of 21 23) 24) 25) 26) Shop I�rawing 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. 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. Differing Site Conditions The Engineer shall prepare sketches required to resolve problems due to actual field conditions encountered. Record Drawings The Engineer shall prepare record drawings from information submitted by the contractor. ENGINEERING AGREEMENT JANUARY 1, 2005 Page 20 of 21 �.��r�i�.,�� t:�v�;ifr,U; N1?'�r ., '/'�� r f ,, � i , .. , �;��?/,�,;�%„�uJ � �:.i�L L ��:;'}:.�� . ..�J., �� .�r� .�;� �- �t ,e �� °�1:'��ii, V�;'��- .._. EXHIBIT "A-1" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") DESIGN SERVICES: WATER AND/OR SANITARY SEWER IMPROVEMENTS The foilowing is a clarification of the tasks that the ENGINEER will perForm under ATTACHMENT "A". Work under this attachment includes engineering services for water and/or sanitary sewer improvements for the following: 2004 CIP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON CANTON DRIVE (MEADOWBROOK BLVD TO CRAIG ST), CHURCH STREET (LOUISE ST TO HANDLEY DR), HALBERT ST (CRAIG ST TO ROUTT ST), AND VAN NATTA LN (MUSE ST TO JANICE LN) Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PART A — PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre-design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. EA1-1 Rev 11/02/05 b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, property ownership as available from the Tax Assessor's office. The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. The following shall be applicable at all locations where it is necessary to relocate or reroute the existing private sanitary sewer service line due to the abandonment or realignment of the existing public sanitary sewer lateral or main: The CITY shall furnish the Engineer with a sample format of how the sewer service line reroute/relocation should be designed and submitted for construction. During design survey, if a rod can be inserted through the cleanout to the bottom of the service line, the Engineer will obtain the flow line elevation and design the service line prior to advertising the project for bid. If the service flow line information cannot be obtained during design survey, the Engineer shall delay the design of the sewer service line until after the start of construction. The CITY will then direct the Contractor to de-hole the service line at the clean-out location of all buildings or structures so that the Engineer's surveyor can determine the flow line of the sewer service line. The Engineer shall use this information to provide the design for the sanitary sewer service line to be rerouted or relocated. c. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The EA1-2 Rev 11102/05 information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the Ciry. City shall be responsible for forwarding the forms to the afFected agencies for execution. 2. Schedule Submittal and Monthly Progress Report The ENGIENER shall submit a progress schedule after the design contract is fully executed. The schedule shail be updated and submitted to the CITY along with monthly progress reports as required under Atfachment B of the contract. PART B- CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering Surveys for Design a. ENGINEER will perForm field surveys to collect horizontal and vertical elevations and other information which will be needed for use by the ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of 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 50' wide strip. In addition, locate all rear house corners and building corners in backyards. Profile existing water and/or sewer line centerline. EA1-3 Rev 11/02105 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, existing utilities, 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. When conducting design survey at any location on the project, the consultant or its sub-consultant shall carry readily visible information identifying the name of the company and the company representative. Ali company vehicles shall also be readily identified. b. Engineer will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the CITY 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 MicroStation (DGN) or Autocad (DWG or DXF) format (currently Release 2002), or as otherwise approved in writing by the CITY, and all data colleted 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: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; EA1-4 Rev 11/02/OS a. Identified (Existing City Monument #8901, PK Nail, 5/8" iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I:'s, Manholes, Valves, etc., in the same coordinate system, as the Control Points. 4. No less than two bench marks plan/profile sheet. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. 7. Obtain the "foot print" of all properties where the sanitary sewer service line is to be relocated or rerouted. ii. Public Notification and Personnel/Vehicle Identification a. 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. b. When conducting site visits to the project location, the ENGINEER or any of its sub-consultants shall carry readily visible information identifying the name of the company and the EA1-5 Rev 11/02/OS company representative. All company vehicles shall also be readily identifiable. iii. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 60 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 recommende�+ plan. ENGINEER shall perForm remaining field surveys required for final design of selected route(s). The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. All design shall be in conformance with Fort Worth Water Department policy and procedure for processing water and sewer design. ENGINEER shall review the City's water and sewer master plan, other pertinent design information and provide a summary of findings pertaining to the proposed project. 2. Preliminary Engineering Upon approval of Part B, Paragraph iii (b), ENGINEER will prepare preliminary construction plans as follows: a. Overall water and/or sanitary sewer layout sheets and an overall easement layout sheet(s). b. Preliminary project plans and profile sheets on 22" x 34" sheets which show the following: Proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves, manholes etc., related appurtenances and all pertinent information needed to construct the project. EA1-6 Rev 11/02105 Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. c. For sewer lines, pipelines schedule for point repairs, rehabilitation and replacement will be located on the base sheets prepared from survey information gathered under Part B, Paragraph b. Conflicts shall be resolved where pipelines are to be rehabilitated on the same line segment. Base sheets shall reference affected or adjacent streets. Where open-cut and trenchless technology construction is anticipated, below and above ground utilities will be located and shown on the base sheets. d. Existing utilities and utility easements will be shown on the plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to determine if any future improvements are planned that may impact the project. e. The design for sewer service line reroute/relocation wiil be provided if the flow line elevation of the sewer service can be determined from the cieanout location. If this elevation cannot be determined during design survey, the design shall be provided after award of the construction contract as specified in Part A, Paragraph 1 b. f. The ENGINEER shall make provisions for reconnecting all identifiable water and/or wastewater service lines which connect directly to any main being replaced, including replacement of existing service lines within City right-of- way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main. EA1-7 Rev 11/02/05 g. The ENGINEER will prepare standard and special detail sheets for water line installation and sewer rehabilitation or replacement that are not already included in the D-Section of the City's specifications. These may include connection details between various parts of the project, tunneling details, boring and jacking details, waterline relocations, details unique to the construction of the project, trenchless details, and special service lateral reconnections. h. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the City. i. Right-of-way/€asement �reparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property for Acquisition of Property". j. Utility Clearance Phase The ENGINEER will consult with the City's Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility EA1-8 Rev 11/02105 � J, r ��',� �J• J I�,� � r�� `J `,, I�/ '� i �� ,1 t-'. . �: _ , , k � "::';��' ,'!'�-I:'�2�r':iji;,�,7 � cr.� :: ;:� (.'t�fi � � y� �I Y,''`a'�1: i� j U 5 ; �'';' � �, ii•�� ,�_;,� ��' I�;, Y I .;ri!z � -...r..�.�'„��. ee.�'..,e...�,� Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. k. Preliminary construction plan submittal i. Preliminary plans and specifications shall be submitted to City 60 after approval of Part B, Paragraph iii (b). ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) sets of specifications and contract documents to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Notes/Legand Easement layout (if applicable) Abandonment Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. The ENGINEER shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. ENGINEER shall assist City in selecting the feasible and/or economical solutions to be pursued. I. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. EA1-9 Rev 11/02105 m. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. 3. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 30 days after approval of Part B, Paragraph 2 k. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. c. Mylar Submittals The ENGINEER shall submit a final set of mylar drawings for record storage as follows: 1. Water and sanitary sewer plans shall be submitted as one set of plans. Water and sanitary sewer plans shall be separate from paving and drainage plans. All sheets shall be standard size (22" x 34") with all project numbers (Water/Sanitary Sewer and TPV1n prominently displayed. EA1-10 Rev 11102/OS 2. For projects where paving/grating/drainage improvements occur on a Water Department funded project with no T&PW funding involved, a separate set of mylars with cover sheet shall be submitted for TPW. 3. Signed plans sets shall also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file. There shall be one (1) PDF file for the Water plan set and a separate PDF file for the TPW plan set. Each PDF file shall contain all associated sheets of the particular plan set. Sinqular PDF files for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: I. Water and Sewer file name example —"X- 35667_org36.pdf" where "X-35667" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755_org18.pdf II. TPW file name example —"W-1956_org47.pdf" where "W-1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053_org3.pdf and K-0320_org5.pdf Both PDF files shall be submitted on one (1) Compact Disk, which will become properiy of and remain with the City of Fort Worth. Floppy disks, zip disks e-mail flash media will not be accepted. 4. For information on the proper manner to submit PDF files and to obtain a file number for the project, contact the Department of Engineering Vault at telephone number (817) 392-8426. File numbers will not be issued to a project EA1-11 Rev 11/02/05 unless the DOE number and proper fund codes have been assigned and are in the Department of Engineering database. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Deliver Bid Documents The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. c. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. PART D— CONSTRUCTION STAKING — NOT INCLUDED IN THIS CONTRACT EA1-12 Rev 11/D2/05 EXHIBIT "A-2" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") DESIGN SERVICES: PAVING AND/OR DRAINAGE IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for paving and/or storm drain improvements for the following: 2004 CIP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON CANTON DRIVE (MEADOWBROOK BLVA TO CRAIG ST), CHURCH STREET (LOUISE ST TO HANDLEY DR), HALBERT ST (CRAIG ST TO ROUTT ST), AND VAN NATTA LN (MUSE ST TO JANICE LN) Upon receipt of notice to proceed, the ENGINEER will perform the foliowing tasks: PART A — PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, finro (2) meetings are anticipated. These include the following: One (1) pre-design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make EA2-1 Rev 11/02/OS efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, CITY drainage complaint files, existing applicable drainage studies and properly ownership as available from the Tax Assessor's office. c. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine pians for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Schedule Submittal and Monthly Progress Report The ENGINEER shall submit a project schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress reports as required under Attachment B of the contract. PART B- CONSTRUCTION PLANS AND SPECIFICATIONS Conceptual Engineering Surveys for Design a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by 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 of buried utilities, structures, and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown EA2-2 Rev 11102105 on intersection layouts with cross slope to fit intersecting grade lines. b. ENGINEER will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, and all drawing files shall be provided in Autocad (DWG or DXF) format (currently Release 12), or as otherwise approved in writing by the CITY, and all data collected and generated during the course of the project shall become the property of the CITY. The minimum survey information to be provided on the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing. City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. EA2-3 Rev 11/02l05 4. No less than two horizontal bench marks, per line or location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. ii. Public Notification and PersonnelNehicle Identification a. 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. b. When conducting site visits to the project location, the ENGINEER or any of its sub-consultants shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identifiable. iii. Drainage Computations ENGINEER will review and document the storm water watershed drainage runoff area and existing street, right-of-way and storm sewer capacities for the subject site. A drainage area map will be drawn at 1" = 200' scale from available contour maps. Calculations regarding street and right-of-way capacities and design discharges (5-year and 100-year frequencies) at selected critical locations will be provided. Capacities of existing storm drain will be calculated and shown. The ENGINEER's responsibility includes recommendations for improvements of the existing system as deemed reasonable and consistent with City standards. iv. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 60 days after Notice EA2-4 Rev 11102I05 to Proceed Letter is issued. b. The ENGINEER shali furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. 2. Preliminary Engineering Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as follows: a. Drainage area maps with drainage calculations and hydraulic computations. Information shown on the plans will be consistent with Part A, Paragraph 1.b. for proposed condition. b. Preliminary project plans and profile sheets which will show the following and shall be on 22" x 34" sheets: Property Ownership Curb Lines Driveways Medians (if applicable) Sidewalks Existing and proposed water and sanitary sewer mains. c. Proposed roadway profile grades and elevations along each curb line; elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve information; and pertinent AASHTO calculations. Profiles for existing curbs (if any) and existing ground at the left and right-of-way lines shall be shown. Existing found property corners (e.g. Iron pins) , along the existing right-of- way shall be shown on the plans. Profiles for existing and proposed storm drain mains and leads shall be provided. d. Existing utilities and utility easements will be shown on the roadway plan and profile sheets. ENGINEER will coordinate with utility companies and EA2-5 Rev 11/02105 � _ , y � 9 1� �_ � '.5 V�:J.S, J, i � ;�:�y7 ,.� ;'�rr:��,�i,�'r�'r -;� � u 9 h�,`�„�. ,i s �;�� ;�; Iji � .; r7 ,.' � � ` j l 1 � f�� .�;J;;��;i� ��;(, �__ �.�_w� , Rev 11/02105 the City of Fort Worth to ascertain what, if any, future improvements are planned that may impact the project. e. Preliminary roadway cross-sections will be developed, from the survey notes, at intervals not-to-exceed 50 foot along the project length and wili extend 10' past the right of way line on both sides of the street. Additional cross-sections at important features including driveways, p.i.'s of intersecting streets, (minimum distance of 100' along cross-street at each P.I.) walks, retaining walls, etc., wiil also be provided. Profiles of centerline of driveways will also be provided where necessary. Scale will be 1" = 10' horizontal and 1" = 2' vertical. f. Street and intersection layouts. g. Proposed plan/profile sheets will conform to City of Fort Worth construction legend. Adequate horizontal and vertical control shall be provided on the plan sheets to locate all proposed and existing facilities. Legal descriptions (Lot Nos., Block Nos., and Addition Names) along with properly ownership shall be provided on the plan view. h. Furnish as a function of final plans, six (6) copies of the final cross-sections on 22" x 34" sheets. Information on these sheets will include centerline station, profile grades and centerline elevations, roadway section (existing and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" _ 2' vertical with cross sections plotted with stationing from the bottom of the sheet, and will include laterals and inlets. CITY policy with regard to parking design shall be maintained. Excavation and embankment volumes and end area computations shall also be provided. I. Right-of-Way Research The 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. EA2-6 j. 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 Division for Acquisition of Property". k. Utility Clearance Phase The ENGINEER will consult with the City's Transportation and Publci Works Department, Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 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. Preliminary Construction Plan Submittal Preliminary construction plans and specifications shall be submitted to CITY 60 days after approval of Part B, Paragraph iv. ii. The ENGINEER shall deliver iwo (2) sets of preliminary construction plans and two (2) specifications to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Layout and Legend Sheet Drainage Area Map and Computations Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. Preliminary estimate shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. Engineer shall assist City in selecting the feasible and or economical EA2-7 Rev 11/02105 solutions to be pursued. m. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. n. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. 3. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 30 days after approval of Part B, Paragraph 2(b). Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEER's Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. c. Mylar Submittals The ENGINEER shall submit a final set of mylar drawings for record storage as follows: EA2-8 Rev 11/02/OS Street and storm drain plans shall be submitted as one set of plans. Street and storm drain plans shall be separate from water and sanitary sewer plans. All sheets shall be standard size (22" x 34") with all project numbers (TPW and water/sanitary sewer) prominently displayed. 2. For projects where water/sanitary sewer improvements occur on a TPW Department funded project with no Water funding invoived, a separate set of mylars with cover sheet shall be submitted for Water Department. 3. Signed plans sets shall also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file. There shall be one (1) PDF file for the TPW plan set and a separate PDF file for the Water plan set. Each PDF file shall contain all associated sheets of the particular plan set. Sinqular PDF files for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: I. TPW file name example —"W-1956_org47.pdf" where "W-1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053_org3.pdf and K-0320_org5.pdf II. Water and Sewer file name _example —"X- 35667_org36.pdf" where "X-35667" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755_org18.pdf Both PDF files shall be submitted on one (1) Compact Disk, which will become properiy of and remain with the City of Fort Worth. Floppv disks, zip disks e-mail flash media will not be accepted. EA2-9 Rev 11/02/OS 4. For information on the proper manner to submit PDF files and to obtain a file number for the project, contact the Department of Engineering Vault at telephone number (817) 392-8426. File numbers will not be issued to a project unless the DOE number and proper fund codes have been assigned and are in the Department of Engineering database. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Bid Documents Submittal The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the finai approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be provided in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. EA2-10 Rev 11/02/OS � ' - �� `�� ;; I ,� ��;� j;�l;U -. � , ; ,.',�,,r `.,:�s�-;�,,�7,��"`,7 ° U's L' � .�.: u � � .. '��' '`'`"✓'U: U'U ��'`' � ' li�� G1.o 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 — NOT INCLUDED IN THIS CONTRACT EA2-11 Rev 11/02/OS ATTACHMENT "B" COMPENSATION AND SCHEDULE DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON 2004 CIP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 CANTON DRIVE (MEADOWBROOK BLVD TO CRAIG ST), CHURCH STREET (LOUISE ST TO HANDLEY DR), HALBERT ST (CRAIG ST TO ROUTT ST), AND VAN NATTA LN (MUSE ST TO JANICE LN) Contract No. 48 Project No. 00450 Compensation A. The ENGINEER shall be compensated at a lump sum fee of $301,145.00 for Basic Services as summarized on Exhibit "B-3." Payment of the fee sha�l be considered full compensation for the services described in Exhibit "A-1"and "A-2" for all labor, materials, supplies, and equipment necessary to complete the project. B. Partial payment shall be made monthly as stipulated on Exhibit B-1 upon receipt of an invoice from the ENGINEER, prepared from the books and records of the ENGINEER. Each invoice is to be verified as to its accuracy and compliance with the terms of this contract by an officer of the ENGINEER. Payment according to statements will be subject to certification by the Director of Engineering Department or his authorized representative that such work has been performed. II. Schedule Final Plans and Contract Documents for bid advertisement shall be submitted within 155 working days (Does not include City review time) after the "Notice to Proceed" letter is issued. See Attachment D for actual project schedule. The Design Phase shall have a schedule as follows: Part A— Pre-engineering shall be completed 20 working days after City approval of Notice to Proceed. Part B— Concept plans shall be completed 30 working days after pre-design kick off meeting. Preliminary plans, specifications, and contract documents shall be completed 30 working days after City approval of concept plans. Final plans, specifications, contract documents and cost estimate will be competed 75 working days after approval of Preliminary Plans. Part C— Bidding and award will be completed an estimated 40 working days after the City's approval of Final Design plans, specifications and contract documents. EXHIBIT "B-1" (SUPPLEMENT TO ATTACHMENT B) METHOD OF PAYMENT Engineering Design Services Associated With DESIGN OF STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON 2004 CIP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 CANTON DRIVE (MEADOWBROOK BLVD TO CRAIG ST), CHURCH STREET (LOUISE ST TO HANDLEY DR), HALBERT ST (CRAIG ST TO ROUTT ST), AND VAN NATTA LN (MUSE ST TO JANICE LN) Contract No. 48 Project No. 00450 Method of Payment The Engineer shall be paid in monthly partial payments as outlined below: A. The ENGINEER shall be paid in monthly payments upon the receipt of individual invoices for each partial payment request from the ENGINEER. B. Partial payments shall not exceed the equivalent of 30% of the total lump sum fee, until City approval of Exhibit A-1 and A-2, Part B, Section 1. C. Partial payments shall not exceed the equivalent to 60% of the total lump sum fee, until City approval of Exhibit A-1 and A-2, Part B, Section 2. D. Partial payments shall not exceed the equivalent to 90°/o of the total lump sum fee, until City approval of Exhibit A-1 and A-2, Part B, Section 3. E. The balance of the fee shall be payable after completion by the ENGINEER of Exhibit A-1, Part C. II. PROGRESS REPORT A. The ENGINEER shall submit to the designated representative of Director of Department of Engineering monthly progress reports covering all phases of design by the 15th of every month in the format required by the City. Note: If the ENGINEER determines in the course of making drawings and specifications that the construction cost estimate of $3,920,000 (as estimated in Exhibit "B-4") will be exceeded, whether by change in the scope of the project, increased costs or other conditions, the ENGINEER shall immediately report such fact to the CITY's Director of the Engineering Department shall suspend all work hereunder. B1-1 EXHIBIT "B-2" HOURLY AND REIMBURSABLE RATE SCHEDULE 2004 CIP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5— PROJECT NO. 00450 CONTRACT48—STREEf RECONSTRUCTION, WATERAND SANITARY SEWER REPLACEMENT ON CANTON DRNE (MEADOWBROOK BLVD TO CRAIG S�, CHURCH STREET (LOUISE ST TO HANDLEY DR), HALBERT ST (CRAIG ST TO ROUTT S�, AND VAN NATTA LN (MUSE ST TO JANICE LN) Engineering / Technical From To Principal $145 - $220 Per Hour Project Manager $110 - $150 Per Hour IT Consultant $120 - $140 Per Hour Senior Engineer $80 - $150 Per Hour Engineer $70 - $120 Per Hour Landscape Architect / Planner $80 - $130 Per Hour Designer $80 - $95 Per Hour Senior Designer $110 - $130 Per Hour CAD Technician $50 - $75 Per Hour Senior CAD Technician $70 - $90 Per Hour IT Technician $70 - $80 Per Hour Clerical $45 - $65 Per Hour Resident Project Representative $70 - $90 Per Hour Surveying Survey Office Manager R.P.L.S. Senior Survey Technician Junior Survey Technician 2-Person Field Crew w/Equipment 3-Person Field Crew w/Equipment 4-Person Field Crew w/Equipment 1-Person G.P.S. Crew w/Equipment 2-Person G.P.S. Crew w/Equipment 3-Person G.P.S. Creww/Equipment 1-Person Robotic Crew w/Equipment 2-Person Robotic Crew w/Equipment Direct Cost Reimbursables Photocopies Plots $0.10/page $0.20/page $2.00/page $1.00/page $2.00/page $4.00/page $6.00/page $6.00/page $145 $100 $70 $55 $100 $110 $135 $110 $130 $150 $90 $110 - $155 - $130 - $85 - $70 letter and legal size bond paper, B&W 11" x 17" size bond paper, B&W 22" x 34" and larger bond paper or vellum, B&W 11" x 17" size bond paper, B&W 11" x 17" size bond paper, color 22"x34" and larger bond paper or vellum, B&W 22"x34" and larger bond paper or vellum, color 22"x34" and larger mylar or acetate, B&W Mileage $0.445/mile All Subcontracted and outsourced services billed at rates comparable to TNP's billing rates shown above. " Rates shown are for calendar year 2006 and are subject to change in subsequent years. B2-1 EXHIBIT "B-3A" (SUPPLEMENT TO ATTACHMENT B) SUMMARY OF TOTAL PROJECT FEES Engineering Design Services Associated with 2004 CIP NEIGHBORHOOD STREET PROJECT YEAR 4& 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT Consulting Firm Prime Responsibility Amount Percent Prime Consultant: Teague Nall and Perkins, Inc. M/VVBE Consultants: Lara Consulting AlphaGraphics Total for Professional Services Note: Non-M/WBE Consultants — None. Engineering & Proj. Mgmt. $ 243,927 81.0% Drafting Services Printing / Reproduction $ 48,218 16.0% $ 9,000 3.0% $ 301,145 100.0% Project Description Scope of Services Total Fee M/VVBE Fee Percent Water, Sewer, Paving Engineering Services & Drainage $ 301,145 $ 57,218 19.0% B3A-1 EXHIBIT "B-36" (SUPPLEMENT TO ATTACHMENT B) PROFESSIONAL SERVICES FEE SUMMARY Engineering Design Services Associated with 2004 CIP NEIGHBORHOOD STREET PROJECT YEAR 4& 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT BASIC ENGINEERING DESIGN FEE: Water Dept. & T&PW: (Construction Cost X TSPE Curve "A" x 85%) $3,920,000.00 X 6.5% X 85.0% _$ 216,580.00 Total Opinion of Probable Cost* Percent of Total* Portion of Total Basic Design Fee Water Sewer PavinglDrainage rotai $ 1,950,000.00 $ 510,000.00 $ 1,460,000.00 $ 3,920,000.00 49.7% 13.0% 37.2% 100.0% $ 107,738.00 $ 28,178.00 $ 80,664.00 $ 216,580.00 ' From Exhibll 84 ADDITIONAL SERVICES: Surveying Services Additional Engineering Services - Public Meetings (2 meetings) - Pre-Design Meetings (2 mtgs) - Monthly Reports/Coord. with PM - Stormwater Pollution Prevention Plan - Cathodic Protection Design - Admin. Fee (10%) on M/WBE Firms - Printing / Reproduction - Pre-Construction Assistance Subtotal ADDITIONAL SERVICES TOTAL: Total Opinion of Probable Cost* Percent of Total* $ 1,950,000.00� $ 49.7% WATER T/PW _ $ 24,286.00 $ 14,414.00 _ $ 941.00 $ 559.00 _ $ 1,255.00 $ 745.00 _ $ 1, 882.00 $ 1,118.00 _ $ 3,138.00 $ 1,862.00 $ 10,000.00 $ - _ $ 3,730.00 $ 2,215.00 _ $ 8,874.00 $ 5,266.00 _ $ 2, 686.00 $ 1, 594.00 _ $ 56,792.00 $ 27,773.00 $ 84,565.00 iewer Paving/Drainage Total 510,000.00 $ 1,460,000.00 $ 3,920,000.00 13.0% B3B-1 37.2% I 100.0% EXHIBIT "B-3B" (SUPPLEMENT TO ATTACHMENT B) SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE) Engineering Design Services Associated with 2004 CIP NEIGHBORHOOD STREET PROJECT YEAR 4& 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT A. SUMMARY OF TOTAL FEE Service Description Water Sewer Paving/Drainage Total Basic Engineering � 107,738.00 $ 28,178.00 $ 80,664.00 $ 216,580.00 Services Additional Engineering Services � 2��840.00 $ 4,666.00 $ 13,359.00 $ 45,865.00 Engineering Subtotal $ 135,578.00 $ 32,844.00 $ 94,023.00 $ 262,445.00 Surveying Services $ 19,251.00 $ 5,035.00 $ 14,414.00 $ 38,700.00 Projecf Total $ 154,829.00 $ 37,879.00 $ 108,437.00 $ 301,145.00 B. BREAKDOWN OF WATER SEWER PAVING AND DRAINAGE FEES (LESS SURVEY FEES' 1. Total Water Fee (less survev fee) Breakdown a. Conceptual (30°/o) _(Water Engineering Subtotal) X(0.3) b. Preliminary (60%) _(Water Engineering Subtotal) X(0.6) c. Final (10%) _(Water Engineering Subtotal) X(0.1) 2. Total Sewer Fee (less surveV fee) Breakdown a. Conceptual (30%) _(Sewer Engineering Subtotal) X(0.3) b. Preliminary (60%) _(Sewer Engineering Subtotal) X(0.6) c. Final (10%) _(Sewer Engineering Subtotal) X(0.1) 3. Total Pavinq/Drainaqe Fee (less survev fee) Breakdown a. Conceptual (30%) _(Paving Engineering Subtotal) X(0.3) b. Preliminary (60%) _(Paving Engineering Subtotal) X(0.6) c. Final (10%) _(Paving Engineering Subtotal) X(0.1) : : � _ $ 40,674.00 _ $ 81,347.00 _ $ 13,557.00 _ $ 9,854.00 _ $ 19,706.00 _ $ 3,284.00 _ $ 28,207.00 _ $ 56,414.00 _ $ 9,402.00 EXHIBIT "B-3C" (SUPPLEMENT TO ATTACHMENT B) FEES FOR SURVEYING SERVICES Engineering Design Services Associated with 2004 CIP NEIGHBORHOOD STREET PROJECT YEAR 4& 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT Surveying Services: Water Sewer Pavinq and Drainaqe Topographic Surveys Right of Entry Documents Temp. Construction Easement Survey Total 6,125 LF x $5.20 /LF = $ 31,850.00 137 EA x $50.00 /EA = $ 6,850.00 0 EA x $75.00 /EA = $ - $ 38,700.00 Water Sewer Paving/Drainage Total Total Opinion of Probable Cost* � 1,950,000.00 $ 510,000.00 $ 1,460,000.00 $ 3,920,000.00 Percent of Total* Portion of Total Survey � Fee 49.7% � 13.0% � 37.2% � 100.0% 19,251.00 �$ 5,035.00 �$ 14,414.00 �$ 38,700.00 �- i � p B3C-1 %; r I �'.,� '� �.,��n � g � �:>Jl�i�� 'Cr�'='i'�il1;U�p�j t � �:71�'� U� : U.i �j f I�Uo �.��-✓�!'�Ilf� ��i!t� �f ) L e EXHIBIT "B-3D" (SUPPLEMENT TO ATTACHMENT B) ADDITIONAL SERVICES Engineering Design Services Associated with 2004 CIP NEIGHBORHOOD STREET PROJECT YEAR 4& 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT Additional Services: - Public Meetings (2 meetings) - Pre-Design Meetings (2 mtgs) - Monthly Reports/Coord. with PM - Stormwater Pollution Prevention Plan - Cathodic Protection Design - Admin. Fee (10%) on M/WBE Firms Subtotal Additional Services Total Total Opinion of Probable Cost* Percent of Total* i Ezhi6it 84 $ WATER 941.00 1,255.00 1,882.00 3,138.00 10,000.00 3,730.00 20,946.00 T/PW 559.00 745.00 1,118.00 1,862.00 2,215.00 6,499.00 $ 27,445.00 Nater Sewer Paving/Drainage Total 1,950,000.00 $ 510,000.00 $ 1,460,000.00 $ 3,920,000.00 49.7% � 13.0% � 37.2% � 100.0% B3D-1 EXHIBIT "B-3E" (SUPPLEMENT TO ATTACHMENT B) PRINTING / REPRODUCTION Engineering Design Services Associated with 2004 CIP NEIGHBORHOOD STREET PROJECT YEAR 4& 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT Printing/Reproduction Costs: Description No. Sets Sheets/Set Cost/Sheet Total Cost Concept Plans 4 47 $ 2.00 $ 376.00 Preliminary Plans 2 70 $ 2.00 $ 280.00 Utility Plans (Full Size) 14 70 $ 2.00 $ 1,960.00 Final Plans 2 70 $ 2.00 $ 280.00 Bid Plans 50 70 $ 2.00 $ 7,000.00 Mylar Plans 1 70 $ 4.00 $ 280.00 Half Size Plans 10 70 $ 1.00 $ 700.00 Mounted Exhibits/Prep. 2 6 $ 75.00 $ 900.00 Specs Preliminary Plans Z 1 $ 30.00 $ 60.00 Specs Final Plans 2 1 $ 30.00 $ 60.00 Specs Bid Sets 56 1 $ 30.00 $ 1,680.00 Photocopies 200 1 $ 0.10 $ 20.00 Binding/Punching/Delivery 1 1 $ 544.00 $ 544.00 Total Printing/Reproduction $ 14,140.00 Note: Additional or interim check sets requested by the City shall be provided according to the Std. Rate Schedule (Exhibit B-2) Total Opinion of Probable Cost* Percent of Total* Sewer $ 1,950,000.00� $ 510,000.00� $ 1,460,00O.00I $ 3,920,000.00 Portion of Total $ Prin ting/Repro d uction From Exhibil B4 49.7% 7, 034.00 � $ 13.0% 1,840,00 $ B3E-1 37.2% 100.0% 5,266.00 $ 14,140.00 . r EXHIBIT "B-3F" (SUPPLEMENT TO ATTACHMENT B) PRE-CONSTRUCTION ASSISTANCE Engineering Design Services Associated with 2004 CIP NEIGHBORHOOD STREET PROJECT YEAR 4 8� 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT Construction Assistance Fees Pre-Bid Meeting Attend Bid Opening Tabulate Bids Recommend Contract Award Attend Pre-Construction Meeting Periodic Site Visits (Not Required) Final Walk Through Subtotal Construction Assistance Total Total Opinion of Probable Cost* Percent of Total* Portion of Tofal Constr. Assistance water $ 1,950,000.00 $ 49.7% $ 2,129. 00 $ Water 314.00 314.00 678.24 314.00 439.60 628.00 2,687.84 T/PW 186.00 186.00 401.76 186.00 260.40 372.00 1,592.16 4,280.00 Sewer Paving/Drainage Total 510,000.00 $ 1,460,000.00 $ 3,920,000.00 13.0% 37.2% 100.0% B3F-1 557.00 �$ 9,594.00 �$ 4,280.00 EXHIBIT "B-4" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COSTS - SUMMARY Engineering Design Services Associated with 2004 CIP NEIGHBORHOOD STREET PROJECT YEAR 4& 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT Concrete Pavement Alternate Note: Pavement widths are based on 29' back-of-curb to back-of-curb street section. HMAC Pavement Alternate Note: Pavement widths are based on 29' back-of-curb to back-of-curb street section. ITEM NO. 1 2 3 4 5 TEAGUE NALL AND PERKINS CONSULTING ENGINEERS Exhibit B-5 OP/N/ON OF PROBABLE COIVSTRUCTION COST CANTON, CHURCH, HALBERT, AND VAN NATTA STREET RECONSTRUCTION (FEE PROPOSAL) OWNER: CITY OF FORT WORTH DATE: August 3, 2006 TOTAL PROJECT SUMMARY DESCRIPTION OF ITEMS WATER SEWER PAVING (Concrete Alternate) PAVING (HMAC Alternate) DRAINAGE TOTAL PROJECT COST TOTAL PROJECT COST CONCRETE ALTERNATE HMAC ALTERNATE� TOTAL $1,950,000 $510,000 $1,390,000 $1,390,000 $70,000 $3,920,000 $3,920,000 TEAGUE NALL AND PERKINS Exhibit B-5 CONSULTING ENGINEERS OP/N/ON OF PROBABLE CONSTRUCT/ON COST CANTON, CHURCH, HALBERT, AND VAN NATTA STREET RECONSTRUCTION (FEE PROPOSAL) OWNER: CITY OF FORT WORTH DATE: August 3, 2006 WATERIMPROVEMENTS i.�.a WATER (Canton Drive) 1 B" PVC Water Pi e(In Place 2 8" Gate Valve (With Box 3 Cast Iron/Ductile Iron Fittin s 4 Standard Fire H drant Assembl 3'-6' Bu 5 Fire H drant Barrel E�Aention 6 Remove & Salva e Existin Fire H drani 7 Remove & Salvage Exist. Gate Vaive & Box 8 1" Water Service Re lacement Co er 9 1" Ta ,Saddle,Sto ,&Fitlings For 1" Water Service Ta 10 Meter Box 11 Remove Concrete Drivewa /Sidewalk as Directed b 12 Remove Concrete Curb & Gutler as Directed b En . 13 2" Tem ora H.M.A.C. Pavement Re air 14 Trench Safet S stem For Trench De lh 5' & Greater 15 Fumish / La 2" Tem . Water Service 16 48" Water Line (C303lDIP/Sleel) 17 48" Air Release Valve and Vault 18 Cathodic Protection S stem 18 Remove existing 48" Water Line WATER (Church Street) 1 8" PVC Water Pi e(In Place 2 8" Gate Valve With Box 3 Cast Iron/Ductile Iron Fittin s 4 Slandard Fire H drant Assembl (3'-6' Bu ) 5 Fire H drant Barrel E�ention 6 Remove & Salvage Existing Fire H drant 7 Remove � Salvage Exist. Gate Valve & Box 8 1" Water Service Re lacement Co er 9 1" Ta ,Saddle,Sto ,&Fittings For 1" Waler Service Ta 10 Meter Box 8 Remove Concrete Drivewa /Sidewalk as Directed b 9 Remove Concrefe Curb & Gutter as Directed b En . 10 2" Tem ora H.M.A.C. Pavement Re air 11 Trench Safet System For Trench Depth 5' & Grealer 12 Furnish / Lay 2" Temp. Water Service WATER (Halbert Street) 1 8" PVC Water Pi e(In Place) 2 8" Gale Valve (With Box 3 Cast Iron/Ductile Iron Fittings 4 Standard Fire H dran( Assembl (3'-6' Bury) 5 Fire H drant Barzel Exlention 6 Remove 8 Salvage Existing Fire H drant 7 Remove & Salva e Exist. Gale Valve 8 Box 8 1" Water Service Re lacement Co er 9 1" Ta ,Saddle,5to ,&Fittin s For 1" Water Service Ta 10 Meter Box 11 Remove Concrete Drivewa /Sidewalk as Directed b I 12 Remove Concrete Curb & Gutter as Directed by Eng. 13 2" Tem ora H.M.A.C. Pavemenl Re air 14 Trench Safet S stem For Trench De th 5' & Grealer 15 Furnish 1 Lay 2" Temp. Waler Service 3,100 LF $40.OD $124,000.00 9 EA $950.00 $8,550.OD 4.5 TN $5,000.00 $22,500.00 7 EA $2,200.00 $15,400.00 14 VF $165.00 $2,310.00 4 EA $300.00 �1,200.00 9 EA $175.00 $1,575.00 1,725 LF $24.00 $41,400.00 69 EA $275.00 $18,975.00 69 EA $150.00 $10,350.00 431 SF $7.00 $3,018.75 345 LF $5.00 $1,725.00 7,028 LF $12.00 $84,336.00 6,200 LF $2.00 $12,400.00 1 LS $19,000.00 $19,000.00 3,100 LF $325.00 $1,007,500.00 2 EA $12,000.00 $24,000.00 1 LS $25,000.00 $25,000.00 3,100 LF $30.00 $93,000.00 Canton Drive Sub-Total Water Construction Cost $1,516,240 600 LF $40.00 $24,000.00 2 EA $950.00 $1,90D.00 1.5 TN $5,000.00 $7,500.00 2 EA $2,200.00 $4,400.00 4 VF $165.00 $660.00 1 EA $300.00 $300.00 1 EA $175.00 $175.00 75 LF $24.00 $1,800.00 3 EA $275.00 $825.00 3 EA $150.00 $450.00 19 SF $7.00 $13125 15 LF $5.00 $75.00 636 LF $12.00 �7,632.00 0 LF $2.00 $0.00 1 LS $10,000.00 $10,000.00 Church Street Sub-Total Water Construction Cost $59,848 600 LF 540.00 $24,000.00 2 EA $950.00 $1,900.00 1.5 TN $5,000.00 $7,500.00 2 EA $2,200.00 $4,400.00 4 VF $165.00 $660.00 1 EA $300.00 $300.00 1 EA $175.00 $175.00 425 LF $24.00 $10,200.00 17 EA $275.OD $4,675.00 17 EA $150.00 $2,550.00 106 SF $7.00 $743.75 85 LF $5.00 $425.00 804 LF $12.00 $9,648.00 600 LF $2.00 $1,200.00 1 LS $10,000.00 $10,000.00 - � -` � � �� 1� 1 L �� .1'�.i �h �� i �, .c� c �^ i n � �I'r! �� , i5 I.., ,, �, �'. J J U: �.�.� I`J U::J L' :�u �1�. :; � J I�. ..,'�r"i,,"� j�U; ',ti'i`i 3 �_..._. � �c'l :i�' �i .t :� � � L u�l ��...-,.=._I TEAGUE NALL AND PERKINS CONSULTING ENGINEERS OP1N/ON OF PROBABLE CONSTRUCTION COST CANTON, CHURCH, HALBERT, AND VAN NATTA STREET RECONSTRUCTION (FEE PROPOSAL) OWNER: CITY OF FORT WORTH DATE: August 3, 2006 SEWER IMPROVEMENTS DESCRIPTION OF ITEMS SEWER (Canton Drive): M-187, L-8355, L-3212, L-3209, 8" Sanitary Sewer All Depths 4" PVC Sanitary Sewer All Depths 4" Sanitary Sewer Tap Two Way Service Clean Out Manhole Removal Standard Sewer Mh., 48" I.D. WalerTight Manhole Insert Concrete Manhole Collar Vacuum Test Manhole 2" Temporary H.M.A.C. Pavemenf Repair Trench Safety System For Trench Depth 5' & Greaier Pre-Construction ll/ Inspedion of SS Lines Post-Construction N Inspedion of SS Lines urch Street): NONE Ibert Street): NONE n Natta Lane): L-60� ;wer, All Depths 3ry Sewer, All Depths :werTap vice Clean Out ioval �er Mh., 48" I.D. Trench Safety Sys(em For Trench Depth 5' 8 Pre-Canslruction N Inspection of SS Lines Post-Consiruclion N inspection of SS Lines UNIT L-8346 3,174 LF $42.00 1,725 LF $30.00 69 EA $300.00 69 EA � 175.00 14 EA $1,000.00 17 EA $2,500.00 17 EA $130.00 4,002 LF �12.UU 3,174 LF $2.00 1,587 LF $2.00 3,174 LF $1.50 Canton Drive Sub-Total Sewer Construction Cost Church Street Sub-Total Sewer Construction Cost Halbert Street Sub-Total Sewer Construction Cost 750 LF $30.00 30 EA $300.00 30 EA $175.00 5 EA $1,000.00 5 EA $2,500.00 5 EA $130.00 5 EA $350.00 5 EA $200.00 1,228 LF $12.00 868 LF $2.00 434 LF $2.00 868 LF $1.50 Van Natta Lane Sub-Total Sewer Construction Cost Sub-Total Sewer Construction Cost Contingency: +/- 10% Total Sewer Construction Cost Exhibit B-5 TOTAL $3,174.00 $4, 761.00 $348,200 $0 $0 $12,500 $650 $1,750 $1,000 $14.736 5112, $51 TEAGUE NALL AND PERKINS CONSULTING ENGINEERS OP/N/ON OF PROBABLE CONSTRUCT/ON COST CANTON, CHURCH, HALBERT, AND VAN NATTA STREET RECONSTRUCTION (FEE PROPOSAL) OWNER: CITY OF FORT WORTH DATE: August 3, 2006 PAVING IMPROVEMENTS (CONCRETE ALTERNATE) VING IMPROVEMENTS (Cant� �jed Designation Sign nove Existing Concrete Curb & Gi nove Existing Concrete Sidewalks :lassified Street Excavation Concrete Curb taining Walls Reinforced Concrete Driveway HMAC Transiiion Pavement (Type D �oncrete Sidewalks, Leadwalks, and VPPP Implementation and Maintena� G IMPROVEMENTS (Church Designation Sign � Existina Concrete Curb 8 Gutte Sireet Exa �ilized Subc afion 35 L d Concrete 11 6" HMAC Transition Pavement T e D 12 4' Concrete Sidewalks, Leadwalks, and R� 13 SWPPP Im lementalion and Maintenance 14 Utility Adjustments PAVING IMPROVEMENTS 1 Pro'ed Desi nation Sign 2 Remove Existing Concrete Cu 3 Remove Existin Concrete Sic 4 Unclassified Slreet Excavatior 5 6" Lime Stabilized Subgrade 6 Lime Stabilization 35 LB/SY 7 6" Reinforced Concrete Paver 8 7" Concrete Curb 9 Retalnin Walls 10 6" Reinforced Concrete Drivev 11 6" HMAC Transilion Pavemen 12 4' Concrele Sidewalks, Leadw 13 SWPPP Im lemeniation and P - 29' BIB, 3,000 L.F., and 1.14 Lane Mi. 2 EA $300.00 9,000 LF $2.50 s, & Drivewa s 15,200 SF $1.00 3,400 CY $15.00 10,400 SY $3.00 182 TON 3110.00 9,700 SY $25.00 6,000 LF $2.50 60 CY $450.00 12,500 SF $5.50 300 SY $40.00 26,800 SF $4.00 1 LS $5,000.00 1 LS $6,000.00 Canton Drive Sub-Total Paving Construcfion Cost �- 29' B/B, 1,620 L.F., and 0.64 Lane Mi. 2 EA $300.00 4,660 LF $2.50 s, & Drivewa s 2,20D SF $1.00 1,800 CY $15.00 5,600 SY $3.00 98 TON 5110.00 5,300 SY $25.00 3,240 LF $2.50 0 CY $450.00 700 SY 13,400 SF 1 LS 1 LS Church Street Sub-Total Pa - 29' B/B, 570 L.F., and 0.25 Lane Mi. 2 EA 1,710 LF , & Driveways 3,800 SF 1,900 SY 1,140 LF 0 CY 3,100 SF Exhibit B-5 $22 132,` �8.1 Construction Cost 5307 $300.00 $6( $2.50 $4,2� $1.00 $3,8( $15.OD $10,5( $3.00 $6,0( $110.00 $3,8` $25.00 $47,5( $2.50 $2,8` $450.00 S $5.50 $17,0� 14 UtilityAdjustments 1 LS $1,500.00 Halbert Street Sub-Total Paving Construction Cost PAVING IMPROVEMENTS (Van Natta Lane) - 29' BIB, 92D L.F., and 0.38 Lane Mi. 1 Pro'ed Desi nalion Sign 2 EA $300.00 2 Remove Existin Concrete Curb & Gutter 2,760 LF $2.50 3 Remove Existing Concrete Sidewalks, Leadwalks, & Drivewa s 6,600 SF $1.00 4 Unclassified Sireet Excavation 1,100 CY $15.00 5 6" Lime Sfabilized Sub rade 3,200 SY $3.00 6 Lime Stabilization (35 LB/SY) 56 TON $110.00 $21,20 $1,50 $1,50 $123, TEAGUE NALL AND PERKINS CONSULTING ENGINEERS OP/N/ON OF PROBABLE CONSTRUCTION COST CANTON, CHURCH, HALBERT, AND VAN NATTA STREET RECONSTRUCTION (FEE PROPOSALJ OWNER: CITY OF FORT WORTH DATE: August 3, 2006 PAVING IMPROVEMENTS (HMAC ALTERNATE) DESCRIPTION OF ITEMS QUANTITY UNIT PAVING IMPROVEMENTS (Canton Drive) - 29' B/B, 3,000 L.F., and 1.14 Lane Mi. Pro'ed Desi nafion Si n 2 EA Remove Existin Concrete Curb & Gutler 9,000 LF Remove Existin Concrete Sidewalks, Leadwalks, 8 Drivewa s 15,200 SF Undassified Streel Excavalion 3,400 CY 8" Lime Stabilized Sub rade 10,400 SY i ��„a ��ah�r�at�nn !d7 I R/SVl 244 TON cosr $1.00 $15.00 8 7" Concrete Curb and 18" Gutter ci,uuu �r m � �.�� 9 Retainin Walls 60 CY $450.00 10 6" Reinforced Concrete Drivewa 12,500 SF $5.50 11 6" HMAC Transition Pavement Ty e D 300 SY $40.00 12 4' Concrete Sidewalks, Leadwalks, and Ram s 26,800 SF $4.00 73 SWPPP Im Iementation and Maintenance 1 LS $5,000.00 14 Utility Adjusfinents 1 LS $6,000.00 Canton Drive Sub-Total Paving Construction Cost PAVING IMPROVEMENTS (Church Street) - 29' BIB, 1,620 L.F., and 0.64 Lane Mi. 1 Pro'ect Designafion Si n 2 EA $300.00 2 Remove Existin Concrete Curb & Gutter 4,860 LF $2.50 3 Remove Existing Concrete Sidewalks, Leadwalks, & Driveways 2,200 SF $1.00 4 Unclassified Sireet Excavation 1,800 CY $15.00 5 8" Lime Stabilized Sub rade 5,600 SY $3.00 6 Lime Stabilizalion 47 LB/SY 132 TON $110.00 7 6" HMAC Pavement 4,700 SY $22.00 8 7" Concrete Curb and 18" Gutter 3,240 LF 510.00 9 Retaining Walls 0 CY $450.00 10 6" Reinforced Concrele Drivewa 1,800 SF $5.50 11 6" HMAC Transition Pavemenl T e D) 700 SY $40.00 12 4' Concrete Sidewalks, Leadwalks, and Ram s 13,400 SF $4.00 13 SWPPP Im lementation and Maintenance 1 LS $2,500.00 74 UtiliiyAdjustments 1 LS $3,000.00 Church Street Sub-Total Paving Construction Cost PAVING IMPROVEMENTS (Halbert Street) - 29' B/B, 570 L.F., and 0.25 Lane Mi. 1 Pro'ed Desi nation Si n 2 EA $300.00 2 Remove Existing Concrete Curb & Gutier 1,710 LF $2.50 3 Remove Existin Concrete Sidewalks, Leadwalks, & Drivewa s 3,800 SF $1.00 4 Unclassified Sireet Excavalion 700 CY $15.OD 5 8" Lime Stabilized Subgrade 2,000 SY $3.00 6 Lime Stabilization (47 LB/SY 47 TON $110.00 7 6" HMAC Pavemenl 1,700 SY $22.00 8 7" Concrete Curb and 18" Gutter 1,140 LF $10.00 9 Retainin Walls 0 CY $450.0� 10 6" Reiniorced Concreie Driveway 3,100 SF $5.50 11 6" HMAC Transition Pavemenl T e D 75 SY $40.00 12 4' Concrete Sidewalks, Leadwalks, and Ram s 5,300 SF $4.00 13 SWPPP Im lemenlalion and Mainlenance 1 LS $1,500.00 14 UtilityAdjustments 1 LS $1,500.00 Halbert Street Sub-Total Paving Construction Cost PAVING IMPROVEMENTS (Van Natta Lane) - 29' B/B, 920 L.F., and 0.38 Lane Mi. 1 Pro'ed Designation Si n 2 EA $300.00 2 Remove Existin Concrete Curb & Gutter 2,760 LF $2.50 3 Remove Existing Concrete Sidewalks, Leadwalks, 8 Driveways 6,600 SF $1.00 4 Unclassified Street Excavation 1,100 CY $15.00 5 8" Lime Stabilized Sub rade 3,200 SY $3.00 6 Lime Stabilization (47 LB/SY) 75 TON $110.OD Exhibit B-5 $31 $624, $60� �12,15� 1 $5,170.0 $37,400.0 $11,400.0 $O.0 $17,050.0 $3,OOO.L $21,200.0 $1,SOO.0 $1,500.0 �123,39 ��,,�j'i o�'N^n � N^ l `.i r.� V;c'i ` 1:i.��l:�lJ�� i(1 J n.�i r; �7,. .:i•-�. �.---� .a �\`7 J I� �/ p�:`�.':. .�.1 �,.,� u� tj �}.;1�� fS� V '�1,�:,c�Ii1 r.--�,9 ��'��•':%iill:'G� U'`u+:e TEAGUE NALL AND PERKINS Exhibit B-5 CONSULTING ENGINEERS OPINION OF PROBABLE CONSTRUCTION COST CANTON, CHURCH, HALBERT, AND VAN NATTA STREET RECONSTRUCTION (FEE PROPOSAL) OWNER: CITY OF FORT WORTH DATE: August 3, 2006 DRAINAGEIMPROVEMENTS ITEM +�- � o � NO. DESCRIPTION OF ITEMS Subtotal Contin enc TOTAL 1 Canton Drive Sub-Total Pavin Construction Cost $ 623,970 $ 64,495 $ 688,465 2 Church Street Sub-Total Paving Construction Cost $ 307,130 $ 31,746 $ 338,876 3 Halbert Street Sub-Total Pavin Construction Cost $ 123,625 $ 12,778 $ 136,403 4 Van Natta Lane Sub-Total Pavin Construction Cost $ 205,060 $ 21,196 $ 226,256 TOTAL PAVING CONSTRUCTION COST $ 1,390,000 LESS: 5 Canton Drive Sidewalk Construction Cost $ 107,200 $ 11,081 $ 118,281 6 Church Street Sidewalk Construction Cost $ 53,600 $ 5,540 $ 59,140 7 Halbert Street Sidewalk Construction Cost $ 21,200 $ 2,191 $ 23,391 6 Van Natta Street Sidewalk Construction Cost $ 34,400 $ 3,556 $ 37,956 TOTAL SIDEWALK, LEADWALK, AND RAMP CONSTRUCTION COST $ 238,768 Pavin Tofal without Sidewalks and Draina e $ 1,151,232 5% Allowable for Drainage Improvements $57,562 Contingency: +/- 10% $12,438 Total Drainage Construction Cost: $70,000.00 ATTACHMENT "C" CHANGES AND AMENDMENTS TO ATTACHMENT A Engineering Design Services Associated With Paving and Drainage Construction Engineering Design Services Associated With 2004 CIP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5— PROJECT NO. 00450 CONTRACT 48 — STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENT ON CANTON DRIVE (MEADOWBROOK BLVD TO CRAIG ST), CHURCH STREET (LOUISE ST TO HANDLEY DR), HALBERT ST (CRAIG ST TO ROUTT ST), AND NONE VAN NATTA LN (MUSE ST TO JANICE LN) C-1 U �: I � �: N �' � C � I ` c+� : - I � � � � I C N Z a: � � � �' I � � �. 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L 3 t j � � o E W o��.� � a� • cn �n .� -a Q � t i� Z W� � nQ�.S ��°�U aipp a�ia ��aooU•� � o�° ` Z��v v� E'�� a� � �z � cV c L-U� u � Z O � O O .� � � '� �7 +. ,.� C C � c ,� O � Q °� O O � �N O 1-- u.IZ�i�UU�O..Z(n�i�LLLLULLUU n.��UUdZU 0 � N M� tC) Cp f� 00 6� �� N M d' �f� CO I� a0 rn O c- N c+') '�f' r r c- ��- � � � � � N N N N N � 0 Cl T Y OF FOR T WOR TH A TTACHMtN l E —1 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4�c 5 CONTRACT �48 PA l/lNG IMPRO l/EMEN TS CANTON DRII/E (FROM MEADOWBROOK BL l/D. TO CRAIG S1:� FORTWORTH PRA° CURB k LY/77ER PRA° SIDEWALK ----- PROP DRI�E —'D PROP Pl�IT � SCALE ��►ALL ANDPERK/MS Nrna �a i"=aoo' �� - — ar�sms s survirart � co�cr,u�i ,�, a�. f ,�`{ __ noo ntaao� sw.r DATE l' /'�,� ��` /NC. Fart Wath Texu 7eaz AUG 2006 �� CWNqL DISIRICT N0. OS MAPSCO N0. 790, 79H 2078-J92 2078-JB8 CITY OF FORT WORTH, TEXAS "� `�°'" )4 CIP STREET PROJECT S 1ET PAVING IMPROVEMENTS 5 cirr oF FORT woRrH A TTACHMENT E-2 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 CONTRACT �48 PA l/lNG IMPRO I/EMEN TS CANTON DRI�E (FROM MEADOWBROOK BL �D. TO CRAIG S1:� �o�TWoRTH PRA° CURB & GY/l7ER PROP 5lOfWALX ----- PROP ORI VE —D PRA° PIMT 0 "'"" TE1[�dIENALL AND O�gRK/MS �� t"=3oo' — -- — �raarn�s � au�rrraro s cassur��a WfT :f".i � _ __ ' '__ �� .... •-•••••41• �}� �i00f1 8if'OOi DATE '�'� /NC. Fort WaN► Taxse 7etos AUG 2006 �� s�'� CWNpL 0I57RlCT ND. 05 MAPSCO N0. 79N 2D7B-JBB OF FORT WORTH, TEXAS 4 CIP STREET PROJECT s� r PAVING IMPROVEMENTS 5 Cl TY OF FOR T WOR TH A TTACHMENT E-3 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 coNrRAcr�48 PA l/lNG IMPRO l/EMEN TS HALBERT STREET (FROM CRAIG ST. TO ROUTT ST. F�ORT WORTH PRA° CURB & GY/T7ER PROP SIDEWALK ----- PRA° ORIVF —D PRA' PI,MT �1 > � ;, _ ' ;r,�..�i� � t--- � �:��; u�� _ - - ?? ''.' "(° CWNqL DISIRICT NO OS , fi� :. .: MAPSCO N0. BOJ �nae– rxx SCALE CITY OF FORT WORTH, TEXAS "` """`" , � TEA[WENALL .!1lID PERKIAIS �7R��7 .6g SHEET 1' =300' - � �rp�y�! O JilRY!►'01f1 � CONi(RTAXTl � __ - - - -- -a. � � � - - -- -• ----� 2004 CIP STREET PROJECT � AUGA 006 '3 – /NC. �� 99� PAVING IMPROVEMENTS 5 ci rY oF FOR T woR rH A TTACHMENT E-4 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 CONTRACT ,�48 PA l/lNG IMPRO l/EMEN TS CHURCH STREET (FROM LOUISE ST. TO HANDLEY ST) F�ORT WORTH PRA° CURB & qlT7ER PROP SIOEWAlX ----- PROP ORIVE —D PROP PNAT � "'"" TF.�QI/EAGLL AMD PERK/MS � � �. _� 1 "=300� pp�I � !(�iYll'ORI � COMi6f,TANfI ,�, � �� DATE /NC. wrr Wath Taxu Mtoz AUG 2006 �� 9 COf/NLYL OlS1RlCT N0. OS MAPSCO N0. 80J, 79M 2084-388 �ITY OF FORT WORTH, TEXAS "p ""°" ��T � SHEET 4 CIP STREET PROJECT 4 PAVING IMPROVEMENTS 5 NANDLEY Y SCHOOL H � � cirr oF FORr woRrH ST. N TT � ti A TTACHMENT E-5 2004 ClP NEIGHBORN000 STREET PROJECTS YEAR 4& 5 CONTRACT �48 PA I/lNG IMPRO I/EMEN TS l/AN NA TTA LANE (FROM MUSE ST. TO JANICE LN.) FORTWORTH PRA' CURB & IX/T7ER PRGP SIDEWAlX ----- PROP DRI � —D PRA° PNNT � SCALE �� AND PERK/MS 1" 300� � ap��l � ilARYlYORf � CONiIlLTANTl ,� - ---- --- --- � �.�«, �..� DATE /NC. Fort Wa+h Te.aw 7eaT AUG 2006 �� s E � �' U T. m � BEC OOD COUNCIL DlS1RlCT N0. OS MAPSCO N0. BOf, 80G 2090-388 CITY OF FORT WORTH, TEXAS cON1RAc7 49 SHEET 4 CIP STREET PROJECT � PAVING IMPROVEMENTS 5 ci TY oF Fo� r woR rH A TTACHMENT E-6 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 CONTRACT �48 WA TER LINE IMPRD l/EMEN TS CANTON DRII/E (FROM MEADOWBROOK BL l/D. TO CRAIG ST.� PRA° WA7ER LINE PRA° flRE HTDRANT -� FO RT WO RT H PROP GA7E �ALI�F N PRA° RfDUCER ► EXISi WA1ER UNE ---- EXIST CAIE �ALVE -f EXl57 FIRE HiDRANT --b-- EXIS� REDUCfR b SCALE ��y,�� AND PERK/MS 1" 300' - -- � aa�r/ � �y1Y0RI � CONiU.TAMT! ,� �_ _ _�., ,� M.� �..� DATE /NC. r-ort WoAh Te,w refD1 AUG 2006 �� COUNLYL DISIRICT N0. 05 MAPSCO N0. 79D, 79H 7078-392 1078-388 CIN OF FORT WORTH, TEXAS )04 CIP ST'REET PROJECT sH�ET WATER UNE IMPROVEMENTS °� 5 cirY oF FORT woRTH A TTACHMENT E-7 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 CONTRACT �48 WA TER LINE IMPRO l/EMEN TS CANTON DRII/E (FROM MEADOWBRDOK BL l/D. TO CRAIG ST.) PROW WAIER LINE PRA° F7RE HYDRANr � FORT �ORTH PRA° 6A7E VALVE N PROP REDUCER ► EXIST WATER LINf - - --- £XIST GA7E �ALVE -I- EXlST FlRE NYDRANT -�- EXIST REDUCER 6 SCALE p�g�y,�� ANDPERK/NS 1" 300' -- = — �MG��II � i(�iYll'ORl � MNILLTAMTl � - r - - ---------- ------- _ � M.�, �...� DAiE �.�• /NC. Fat Warth Te�w 7ep2 AUG 2006 �� 9 CWNqL DlS1RlCT N0. OS MAPSCO N0. 79H 2078-J88 CITY OF FORT WORTH, TEXAS )04 CIP STREET PROJECT s Z r WATER UNE IMPROVEMENTS °� 5 cirY oF �oRr woRTH A TTACHMENT E-8 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 CONTRACT �48 WA TER L lNE IMPRO l/EMEN TS HALBERT STREET (FROM CRAIG S1: 1"0 ROUTT ST) PRA° WAIER LINE PRL1° fIRE HYDRANT �- �'0 RT WO RT H PRG� GATE YALVf N PRA° REOUCER ► EXIST WA7ER LINE — -- - EXIST CATF VALVF –i– EXIST f7RE HYDRANT -�- EXI57 REDUCER d SCALE �,��y,�L� wND PERK/MS xam �1"=300� � �l � IIRiY/YORI O COAIdL�TAMTl � f rjt ttoo Alaoan 3fred -< DATE �� f Ff' !�/NC. Fat Warth Texes raaz - -- - AUG 2006 �� COUNqL DISIRICT N0. 05 MAPSCO N0. 80J 2084-J88 CITY OF FORT �T�� SHEET )04 CIP STREET PROJECT � WATER LINE IMPROVEMENTS °� 5 E � io ..`uT' ` � � `� � OLD ciry oF FORT woRrH SCHOOL iD I I W I CH R; H ST ET ( I � � U ( �`` `� ia - _ �_` `` �. �''. /�... a I 1�8°�� L'�TIS�I l l�_ w ll l A lTACHMENT E-9 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 coNrRAcr#48 WA TER LINE IMPRO l/EMEN TS CHURCH STREET (FROM HA YNIE ST. TO FOREST ST ) PROP WAIER LINE PRA° flRf HIDRANT � F'ORT WORTH PROP CA7E YALVE N PRA° REDUCER ► EXISi WA7ER LINf - - - - - EXISr CA1E �ALVE -I- EXIST f7RE NYURANT -�+- EXIST REOUCER b SCALE ��LL AND PEfPK/MS 1" 300' -- — �YO/ImP! � dURY/YORI � CO�IVL�TAl11'I .�, ,� � �: - -�-- -�-----�-� -�- -� --�-�~ - - rao iu,ow, sw.r DATE ��' a. �'r /NC. Fart Worth Texu nroT AUG 2006 �� CITY OF FORT WORTH, �� 8'�pV� CWNpC D157R1C7 N0. 05 MAPSCO N0. 79M, 80J 2084-3B8 )04 CIP STREET PROJECT S 4 T WATER LINE IMPROVEMENTS °� 5 C/ TY OF FOR T WOR TH A lTACHMENT E-10 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 CONTRACT #48 WA TER LINE IMPRO l/EMEN TS �AN NATTA LANE (FROM MUSE Sl. TO JAN/CE LN.) PRC:� WA7ER CINf PRA° FIRE HYDRANT -� �'ORT WORTH PRCW GA7E �ALVE N PRA° RfOUCER ► EXIST WA7FR UNE - - - - - IXIST CA7E YALVE -I- EXIST F7Rf NIDRANT -b- EXIST REOUCER b SCALE �� ANDPERK/NS 1" 300' - -- �l � /�y��pq� � COMJI�iTANT! ,�, ;� �, . _ _ ��,.�„_ - f100 Al�oan 8trsrt DATE � /NC. Fat Wu'fh Tvua 7810? AUG 2006 �� 9 CIN OF COUNqL DISIRlC7 N0. OS MAPSCD N0. 80F, 80C Z090-388 TEXAS �+�� *n SHEET )04 CIP STREET PROJECT � WATER UNE IMPROVEMENTS °� 5 CITY OF FORT WOR iH A TTACHMENT E-11 2004 ClP NEIGHBORHOOD STREET PROJEC%S YEAR 4& 5 CONTRACT #48 SANI TAR Y SEWER IMPRO I/EMEN TS CANTON DRII/E (M-187, L-8355) PROP SS GNE (OPE7J CUT) �O RT �U RT H PROP 55 LINE (PIPE ENLARGEMENTJ • � • • • • • • • • • • • PROP SS LINE (80Rf & CASINC) PROP MANHOt£ S EXIST SS LINE ------ EXIST MANHIXf � SCALE ��MALL AND PERK/NS � � � �a 1 "=300' _ �/Y/�1! � ilAIYlYOR� � CONdlRTAMTl � ��3 �� 1100 Alaoan 86wt DATE �� /NC. r•at Wonh Teuw reas $ AUG 2006 �� COUNLYL DlS7RlCT N0. 05 MAPSCO N0. 79D, 79H 2078-392 207B-JB8 TEXAS 'm.,,,"�°:,`o �+T�� '� SHEET 2004 CIP STREET PROJECT � SANITARY SEWER IMPROVEMENTS °� 3 cirY oF FORr woRrH A TTACHMENT E-12 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 CON TRA C T ,�48 SANI TAR Y SEWER IMPRO I/EMEN TS CANTON DRII/E (L-3212, L-3203, L-8346, L-3209, L3209 "A') PROP SS UNE (OPEN C(/TJ �Q RT �O RT � PROP SS UNE (PIPf ENLARCEMENTJ • • • • • • • • • • � • • PRA° 55 LINE (BORf k CASYNC) PROP MANHIXf A EXIST 55 LINf - — — — - fXlSi MANHGYf � SCALE �� AND PFRII`/NS �" 300' — -; � ara�xi � u�+vrrari � eax:uraxrs �rnr DATE i�' ttoo Al�oar 8twt '�' /NC. r•«r w«eh ruu ma2 AUG 2006 �� e�9 CDUNqL D157RlCT N0. 05 MAPSCO N0. 79H 2078-388 CITY OF FORT WORTH, TEXAS �+��T � SHEET 2004 CIP STREET PROJECT � SANITARY SEWER IMPROVEMENTS °� 3 3* 7�� I � I — — —_ 4*7 � �) � ST. " I I 6�69E � I6 HANOLEY Y SCHOOL HEATY 16 — —�= 90 3+94E � � � n� . t�� .. �. �� • � �� ,■�� Cl TY OF FOR T WOR TH I NOR A 5�00 � L — — -- -- — — — —8� G�— I 2�7 E _ I �65 � / / `` �� 2 A TrACHMENT E-13 2004 ClP NEIGHBORHOOD STREET PROJECTS YEAR 4& 5 06 J� ��•��E ��-�� 4f22 �— 35 � n� � � .� �� I ' ��C i �.. �c � , � BEC OOD 6�''�---_— -- X — U > � CON7�RACT �48 SANITAR Y SEWER IMPRD i/EMENTS VAN NATTA LANE (L-6041, L-6040) PROP SS UNE (OPEN CUTJ �ORT WORTH PROP SS LINE (PIPE ENLARCEM£NTJ • • • • • • • � • • • • • PROP SS LINE (BORf c4 CASINC) PROP MANHGK£ � COUNGYL 0/SIRICT N0. OS EXIST SS LINf ----- MAPSCO N0. 80F, 80C EXIST MANNIXf � 2090-388 sc�E TE�{i/EMALL ANDPERK/NS CITY OF FORT WORTH, �x,as "` Pfl0." 1"=30d — � CONTR,�,CT 4g � aG��I � IIIRlY�1'Ol1I � COAVGf,TAXlI SHEET ' �- 2004 CIP STREET PROJECT � oA� .'..�.,�-`�` `� �^ic• F°`i°Oer°�` � SANITARY SEWER IMPROVEMENTS °F AUG 2006 3 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 9/26/2006 - Ordinance No. 17187-09-2006 DATE: Tuesday, September 26, 2006 LOG NAME: 30CANTONDR00450 REFERENCE NO.: **C-21711 SUBJECT: Authorize Execution of Engineering Agreement with Teague Nall and Perkins, Inc., for Pavement Reconstruction and Water and Sanitary Sewer Main Replacements on Canton Drive, Church Street, Halbert Street and Van Natta Lane (Project No. 00450) and Adopt Appropriation Ordinance _ _,.��,. -��r � ��.. .�, --�=� �-.�:-_3 RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $216,860.38 from the Water and Sewer Operating Fund to the Water Capital Projects Fund in the amount of $172,979.00 and Sewer Capital Projects Fund in the amount of $43,881.38; 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $172,979.00 and the Sewer Capital Projects Fund in the amount of $43,881.38, from available funds; and 3. Authorize the City Manager to execute an engineering agreement with Teague Nall and Perkins, Inc., in the amount of $301,145.00 for pavement reconstruction and water and sanitary sewer main replacement on Canton Drive, urch Street, Halbert Street and Van Natta Lane. DISCUSSION: The 2004 Capital Improvement Program (CIP) includes funds for pavement reconstruction on Canton Drive (Meadowbrook Boulevard to Craig Street), Church Street (Louise Street to Handley Drive), Halbert Street (Craig Street to Routt Street) and Van Natta Lane (Muse Street to Janice Lane). This project consists of the preparation of plans and specifications for the replacement of water and sanitary sewer mains and pavement reconstruction on the above identified streets. Teague Nall and Perkins, Inc., proposes to perform the necessary design work for a lump sum fee of $301,145.00. City staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount $42,949.74 (water: $18,150.00; sewer: $6,002.38; and streets: $18,797.36) is required for project management by the Engineering Department. Teague Nall and Perkins, Inc., is in compliance with the City's M/WBE Ordinance by committing to 19 percent M/WBE participation. The City's goal on the project is 19 percent. This project is located in COUNCIL DISTRICT 5, Mapsco 79H,M and 80F,J. Logname: 30CANTONDR00450 Page 1 of 2 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval of the above recommendations, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the Street Improvements Fund. TO Fund/AccountlCenters 1&2)P253 472045 6051700450ZZ 1&2)P258 472045 7051700450ZZ 2�P253 531350 605170045010 2)P253 531350 605170045020 2� P253 531350 605170045031 2)P253 531200 605170045031 � P253 531350 605170045032 2)P253 531200 605170045032 2)P253 531350 605170045033 2)P253 531200 605170045033 2)P253 531200 605170045051 � P253 531350 605170045060 2�P253 533010 605170045081 2)P258 531350 705170045010 2)P258 531350 705170045020 2)P258 531350 705170045031 2)P258 531200 705170045031 2)P258 531350 705170045032 � P258 531200 705170045032 2)P258 531350 705170045033 2)P258 531200 705170045033 2)P258 531200 705170045051 2)P258 531350 705170045060 2)P258 533010 705170045081 FROM Fund/Account/Centers $172,979.00 �PE45 538070 0609020 $43,881.38 1)PE45 538070 0709020 1 100.00 3)P253 531200 605170045031 1 100.00 �P253 531200 605170045032 4 125.00 3)P253 531200 605170045033 $40,674.00 3)P253 531200 605170045051 8 250.00 3)P258 531200 705170045031 $172,979.00 $43,881.38 $40,674.00 $81,347.00 $13,557.00 $19,251.00 9 854.00 $81,347.00 3�P258 531200 705170045032 $19,706.00 1 375.00 �P258 531200 705170045033 3 284.00 $13,557.00 �P258 531200 705170045051 5 035.00 $19,251.00 1 100.00 1 100.00 363.78 363.78 1 364.18 9 854.00 $2 728.35 $19,706.00 454.73 3 284.00 5 035.00 363.78 363.78 �C200 531200 205400045031 � C200 531200 205400045032 3� C200 531200 205400045033 3)C200 531350 205400045051 Submitted for City Manager's Office bv: Marc Ott (8476) Originating Department Head• A. Douglas Rademaker (6157) Additional Information Contact: Dena Johnson (7866) $28,207.00 $56,414.00 9 402.00 $14 414.00 Logname: 30CANTONDR00450 Page 2 of 2