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Contract 31878
CITY SECRETARY CITY OF FORT WORTH, TEXAS CONTRACT NO STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY"), and Kimley-Hom and Associates, Inc. (the"ENGINEER"), for a PROJECT generally described as: Water and Sanitary Sewer Extensions for Stonegate and Arbodawn. Article I Scope of Services A The Scope of Services is set forth in Attachment A. Article II Compensation A. The ENGINEER's compensation is set forth in Attachment B. Article III Terms of Payment Payments to the ENGINEER will be made as follows: A Invoice and Payment (1) The Engineer shall provide the City sufficient documentation to reasonably substantiate the invoices. (2) The ENGINEER will issue monthly invoices for all work performed under this AGREEMENT. Invoices are due and payable within 30 days of receipt. (3) Upon completion of services enumerated in Article I, the final payment of any balance will be due within 30 days of receipt of the final invoice. (4) In the event of a disputed or contested billing, only that portion so contested will be withheld from payment, and the undisputed portion will be paid. The CITY will exercise reasonableness in contesting any bill or portion thereof. No interest will accrue on any contested portion of the billing until mutually resolved. (5) If the CITY fails to make payment in full to ENGINEER for billings contested in good faith within 60 days of the amount due, the ENGINEER may, after giving 7 days' written notice to CITY, suspend services under this AGREEMENT until paid in full, including interest. In the event of suspension of services, the ENGINEER shall have no liability to CITY for delays or damages caused the CITY because of such suspension of services. 1 'NIGINAL Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and advice and furnishing customary services incidental thereto. B. Standard of Care The standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. Such Surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A (2) In soils, foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER. D. Preparation of Engineering Drawings The ENGINEER will provide to the CITY the original drawings of all plans in ink on reproducible plastic film sheets, or as otherwise approved by CITY, which shall become the property of the CITY. CITY may use such drawings in any manner it desires; provided, however, that the ENGINEER shall not be liable for the use of such drawings for any project other than the PROJECT described herein. ENGINEERING CONTRACT d C it Pape 2 of 14 JJL . _5 .._��.1. E. Engineer's Personnel at Construction Site (1) The presence or duties of the ENGINEER's personnel at a construction site, whether as on-site representatives or otherwise, do not make the ENGINEER or its personnel in any way responsible for those duties that belong to the CITY and/or the CITY's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work. The ENGINEER and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. (2) Except to the extent of specific site visits expressly detailed and set forth in Attachment A, the ENGINEER or its personnel shall have no obligation or responsibility to visit the construction site to become familiar with the progress or quality of the completed work on the PROJECT or to determine, in general, if the work on the PROJECT is being performed in a manner indicating that the PROJECT, when completed, will be in accordance with the Contract Documents, nor shall anything in the Contract Documents or the agreement between CITY and ENGINEER be construed as requiring ENGINEER to make exhaustive or continuous on-site inspections to discover latent defects in the work or otherwise check the quality or quantity of the work on the PROJECT. If, for any reason, the ENGINEER should make an on-site observation(s), on the basis of such on-site observations, if any, the ENGINEER shall endeavor to keep the CITY informed of any deviation from the Contract Documents coming to the actual notice of ENGINEER regarding the PROJECT. (3) When professional certification of performance or characteristics of materials, systems or equipment is reasonably required to perform the services set forth in the Scope of Services, the ENGINEER shall be entitled to rely upon such certification to establish materials, systems or equipment and performance criteria to be required in the Contract Documents. F. Opinions of Probable Cost, Financial Considerations, and Schedules (1) The ENGINEER shall provide opinions of probable costs based on the current available information at the time of preparation, in accordance with Attachment A. (2) In providing opinions of cost, financial analyses, economic feasibility projections, and schedules for the PROJECT, the ENGINEER has no control over cost or price of labor and materials; unknown or latent conditions of existing equipment or structures that may affect operation or maintenance costs; competitive bidding procedures and market conditions; time or quality ENGINEERING CONTRACT Pape 3 of 14 of performance by third parties; quality, type, management, or direction of operating personnel; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore, the ENGINEER makes no warranty that the CITY's actual PROJECT costs, financial aspects, economic feasibility, or schedules will not vary from the ENGINEER's opinions, analyses, projections, or estimates. G. Construction Progress Payments Recommendations by the ENGINEER to the CITY for periodic construction progress payments to the construction contractor will be based on the ENGINEER's knowledge, information, and belief from selective sampling and observation that the work has progressed to the point indicated. Such recommendations do not represent that continuous or detailed examinations have been made by the ENGINEER to ascertain that the construction contractor has completed the work in exact accordance with the Contract Documents; that the final work will be acceptable in all respects; that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances; or that there are not other matters at issue between the CITY and the construction contractor that affect the amount that should be paid. H. Record Drawings Record drawings, if required, will be prepared, in part, on the basis of information compiled and famished by others, and may not always represent the exact location, type of various components, or exact manner in which the PROJECT was finally constructed. The ENGINEER is not responsible for any errors or omissions in the information from others that is incorporated into the record drawings. I. Minority and Woman Business Enterprise(M/WBE) participation In accord with City of Fort Worth Ordinance No. 15530, the City has goals for the participation of minority business enterprises and woman business enterprises in City contracts. Engineer acknowledges the M/WBE goal established for this contract and its commitment to meet that goal. Any misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Engineer may result in the termination of this agreement and debarment from participating in City contracts for a period of time of not less than three (3)years. J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to this contract. ENGINEER agrees that the CITY shall have access during normal working hours to all necessary ENGINEER facilities and shall be provided adequate ENGINEERING CONTRACT Page 4 of 14 and appropriate work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that the CITY shall have access during normal working hours to all subconsultant facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (3)hereof. CITY shall give sub-consultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photocopy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificate(s) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $1,000,000 aggregate Automobile Liability $1,000,000 each accident(or reasonably equivalent limits of coverage if written on a split limits basis). Coverage shall be on any vehicle used in the course of the PROJECT. Worker's Compensation Coverage A statutory limits Coverage B: $100,000 each accident $500,000 disease-policy limit $100,000 disease-each employee Professional Liability $1,000,000 each claim/annual aggregate ENGINEERING CONTRACTS '�' , tis ✓�' Page 5 of 14 (2) Certificates of insurance evidencing that the ENGINEER has obtained all required insurance shall be delivered to the CITY prior to ENGINEER proceeding with the PROJECT. (a) Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. (b) Certificate(s) of insurance shall document that insurance coverage specified according to items section K(1) and K(2) of this agreement are provided under applicable policies documented thereon. (c) Any failure on part of the CITY to request required insurance documentation shall not constitute a waiver of the insurance requirements. (d) A minimum of thirty.(30) days notice of cancellation or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of non-payment of premium. Such terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director(by name), City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. (e) Insurers for all policies must be authorized to do business in the state of Texas or be otherwise approved by the CITY; and, such insurers shall be acceptable to the CITY in terms of their financial strength and solvency. (f) Deductible limits, or self-insured retentions, affecting insurance required herein shall be acceptable to the CITY in its sole discretion; and, in lieu of traditional insurance, any altemative coverage maintained through insurance pools or risk retention groups must be also approved. Dedicated financial resources or letters of credit may also be acceptable to the City. (g) Applicable policies shall each be endorsed with a waiver of subrogation in favor of the CITY as respects the PROJECT. (h) The City shall be entitled, upon its request and without incurring expense, to review the ENGINEER's insurance policies including endorsements thereto and, at the CITY's discretion, the ENGINEER may be required to provide proof of insurance premium payments. (i) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless the CITY approves such exclusions. ENGINEERING CONTRACT Page 6 of 14 (j) The Professional Liability insurance policy, if written on a claims made basis shall be maintained by the ENGINEER for a minimum two (2) year period subsequent to the term of the respective PROJECT contract with the CITY unless such coverage is provided the ENGINEER on an occurrence basis. (k) The CITY shall not be responsible for the direct payment of any insurance premiums required by this agreement. It is understood that insurance cost is an allowable component of ENGINEER's overhead. (1) All insurance required in section K, except for the Professional Liability insurance policy, shall be written on an occurrence basis in order to be approved by the CITY. (m) Subconsultants to the ENGINEER shall be required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage as required for the ENGINEER. When subconsultants maintain insurance coverage, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. Notwithstanding anything to the contrary contained herein, in the event a subconsultant's insurance coverage is canceled or terminated, such cancellation or termination shall not constitute a breach by ENGINEER of the Agreement. L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. M. Disclosure The ENGINEER acknowledges to the CITY that it has made full disclosure in writing of any existing conflicts of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the proposed PROJECT and business relationships with abutting property cities. The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest that develop subsequent to the signing of this contract and prior to final payment under the contract. N. Asbestos or Hazardous Substances (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the ENGINEER will, if requested, assist the CITY in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. ENGINEERING CONTRACT Page 7 of 14 , _ 0. Permitting Authorities - Design Changes If permitting authorities require design changes so as to comply with published design criteria and/or current engineering practice standards which the ENGINEER should have been aware of at the time this Agreement was executed, the ENGINEER shall revise plans and specifications, as required, at its own cost and expense. However, if design changes are required due to the changes in the permitting authorities' published design criteria and/or practice standards criteria which are published after the date of this Agreement which the ENGINEER could not have been reasonably aware of, the ENGINEER shall notify the CITY of such changes and an adjustment in compensation will be made through an amendment to this AGREEMENT. Article V Obligations of the City Amendments to Article V, if any, are included in Attachment C. A. City-Fumished Data The CITY will make available to the ENGINEER all technical data in the CITY's possession relating to the ENGINEER's services on the PROJECT. The ENGINEER may rely upon the accuracy, timeliness, and completeness of the information provided by the CITY. B. Access to Facilities and Property The CITY will make its facilities accessible to the ENGINEER as required for the ENGINEER's performance of its services and will provide labor and safety equipment as required by the ENGINEER for such access. The CITY will perform, at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and other components of the CITY's facilities as may be required in connection with the ENGINEER's services. The CITY will be responsible for all acts of the CITY's personnel. C. Advertisements, Permits, and Access Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits and licenses required by local, state, or federal authorities; and land, easements, rights-of-way, and access necessary for the ENGINEER's services or PROJECT construction. D. Timely Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other ENGINEERING CONTRACT Pape 8 of 14 consultants as the CITY deems appropriate; and render in writing decisions required by the CITY in a timely manner in accordance with the project schedule in Attachment A. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. F. Asbestos or Hazardous Substances and Indemnification (1) To the maximum extent permitted by law, the CITY will indemnify and release ENGINEER and its officers, employees, and subcontractors from all claims, damages, losses, and costs, including, but not limited to, attorneys fees and litigation expenses arising out of or relating to the presence, discharge, release, or escape of hazardous substances, contaminants, or asbestos on or from the PROJECT. Nothing contained herein shall be construed to require the CITY to levy, assess or collect any tax to fund this indemnification. (2) The indemnification and release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER'S negligence or if such hazardous substance, contaminant or asbestos is brought onto the PROJECT by ENGINEER. G. Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article IV.E. regarding the ENGINEER's Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractors negligence. H. Contractor Claims and Third-Party Beneficiaries (1) The CITY agrees to include the following clause in all contracts with construction contractors and equipment or materials suppliers: "Contractors, subcontractors and equipment and materials suppliers on the PROJECT, or their sureties, shall maintain no direct action against the ENGINEER, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the CITY will be the beneficiary of any undertaking by the ENGINEER." ENGINEERING CONTRACT Page 9 of 14 (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there are no third-party beneficiaries. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or person shall have no third-party beneficiary rights under this Agreement. (4) Nothing contained in this section V.H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. I. CITY's Insurance (1) The CITY may maintain property insurance on certain pre-existing structures associated with the PROJECT. (2) The CITY will ensure that Builders Risk/installation insurance is maintained at the replacement cost value of the PROJECT. The CITY may provide ENGINEER a copy of the policy or documentation of such on a certificate of insurance. (3) The CITY will specify that the Builders Risk/Installation insurance shall be comprehensive in coverage appropriate to the PROJECT risks. J. Litigation Assistance The Scope of Services does not include costs of the ENGINEER for required or requested assistance to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. In the event CITY requests such services of the ENGINEER, this AGREEMENT shall be amended or a separate agreement will be negotiated between the parties. K. Changes The CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect the ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT with appropriate CITY approval. Article VI General Legal Provisions Amendments to Article VI, if any, are included in Attachment C. A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon receipt of a written Notice to Proceed from the CITY. ENGINEERING CONTRACT Page 10 of 14 B. Reuse of Project Documents All designs, drawings, specifications, documents, and other work products of the ENGINEER, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or alteration by the CITY or by others acting through or on behalf of the CITY of any such instruments of service without the written permission of the ENGINEER will be at the CITY's sole risk. The final designs, drawings, specifications and documents shall be owned by the CITY. C. Force Majeure The ENGINEER is not responsible for damages or delay in performance caused by acts of God, strikes, lockouts, accidents, or other events beyond the control of the ENGINEER. D. Termination (1) This AGREEMENT may be terminated only by the City for convenience on 30 days' written notice. This AGREEMENT may be terminated by either the CITY or the ENGINEER for cause if either party fails substantially to perform through no fault of the other and does not commence correction of such nonperformance with 5 days of written notice and diligently complete the correction thereafter. (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will be paid for termination expenses as follows: a.) Cost of reproduction of partial or complete studies, plans, specifications or other forms of ENGINEER'S work product; b.) Out-of-pocket expenses for purchasing storage containers, microfilm, electronic data files, and other data storage supplies or services; c.) The time requirements for the ENGINEER'S personnel to document the work underway at the time the CITY'S termination for convenience so that the work effort is suitable for long time storage. (3) Prior to proceeding with termination services, the ENGINEER will submit to the CITY an itemized statement of all termination expenses. The CITY'S approval will be obtained in writing prior to proceeding with termination services. E. Suspension, Delay, or Interruption to Work The CITY may suspend, delay, or interrupt the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be made. ENGINEERING CONTRACT Pepe 11 of 14 F. Indemnification (1) The ENGINEER agrees to indemnify and defend the CITY from any loss, cost, or expense claimed by third parties for property damage and bodily injury, including death, caused solely by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subcontractors in connection with the PROJECT. (2) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a person identified above for whom each is liable) is a cause of such damage or injury, the loss, cost, or expense shall be shared between the ENGINEER and the CITY in proportion to their relative degrees of negligence or willful misconduct as determined pursuant to T.C.P. & R. Code, section 33.011(4) (Vernon Supplement 1996). G. Assignment Neither party shall assign all or any part of this AGREEMENT without the prior written consent of the other party. H. Interpretation Limitations on liability and indemnities in this AGREEMENT are business understandings between the parties and shall apply to all the different theories of recovery, including breach of contract or warranty, tort including negligence, strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence for limitations of liability and sole negligence for indemnification. Parties mean the CITY and the ENGINEER, and their officers, employees, agents, and subcontractors. I. Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and performance, and any other claims related to it. The venue for any litigation related to this AGREEMENT shall be Tarrant County, Texas. J. Alternate Dispute Resolution (1) All claims, disputes, and other matters in question between the CITY and ENGINEER arising out of, or in connection with this Agreement or the PROJECT, or any breach of any obligation or duty of CITY or ENGINEER hereunder, will be submitted to mediation. If mediation is unsuccessful, the claim, dispute or other matter in question shall be submitted to arbitration if both parties acting reasonably agree that the amount of the dispute is likely to be less than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association or other applicable rules of the Association then in effect. Any award rendered by the arbitrators less than ENGINEERING CONTRACT ` Pepe 12 of 14 $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. K. Severability and Survival If any of the provisions contained in this AGREEMENT are held for any reason to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability will not affect any other provision, and this AGREEMENT shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive termination of this AGREEMENT for any cause. L. Observe and Comply ENGINEER shall at all times observe and comply with all federal and State laws and regulations and with all City ordinances and regulations which in any way affect this AGREEMENT and the work hereunder, and shall observe and comply with all orders, laws ordinances and regulations which may exist or may be enacted later by governing bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof shall be considered. ENGINEER agrees to defend, indemnify and hold harmless CITY and all of its officers, agents and employees from and against all claims or liability arising out of the violation of any such order, law, ordinance, or regulation, whether it be by itself or its employees. ENGINEERING CONTRACT Page 13 of 14 Article VII Attachments, Schedules, and Signatures This AGREEMENT, including its attachments and schedules, constitutes the entire AGREEMENT, supersedes all prior written or oral understandings, and may only be changed by a written amendment executed by both parties. The following attachments and schedules are hereby made a part of this AGREEMENT: Attachment A-Scope of Services Attachment B - Compensation Attachment C -Amendments to Standard Agreement for Engineering Services Attachment D - Project Schedule Attachment E - Location Map Executed this the day of �. i� �v_ , 2005. ATTEST: CITY OF FORT W By: �PL 7By. L Marty LMarty Hendrix arc. A Ott �' City Secretary Assistant City Manager � !aoqq contract ?authorization APPROVAL RECOMMENDED 3-Qts-� A A. Douglas Rademaker, P.E. Director, Engineering Department APPROVED AS TO FORM AND L ALITY Assistant 6-ty Attomey KIM[ FY-HQRN AND ASSOCIATFS INC ENGINEER ATTEST: By. Glenn A. Gary, P.E. Vice President ENGINEERING CONTRACT Page 14 of 14 ATTACHMENT"A" General scope of Services "Scope of Services set forth herein can only be modified by additions, clarifications, and(or deletions set forth in the supplemental Scope of Services. In cases of conflict between the Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of Services shall have precedence over the General Scope of Services." C2 N RA 1) Preliminary Conference with City The Engineer shall attend preliminary conferences with authorized representatives of the City regarding the scope of project so that the plans and specifications which are to be developed hereunder by the Engineer will result in providing facilities which are economical in design and conform to the City's requirements and budgetary constraints. 2) Coordination with Outside Agencies/Public Entities The Engineer shall coordinate with officials of other outside agencies as may be necessary for the design of the proposed street, and storm drain and/or water and wastewater facilities/improvements. It shall be the Engineer's duty hereunder to secure necessary information from such outside agencies, to meet their requirements. 3) Geotechnical Investigations The Engineer shall advise the City of test borings, and other subsurface investigations that may be needed. In the event it is determined necessary to make borings or excavate test holes or pits, the Engineer shall in coordination with the City and the City's geotechnical engineering consultant, draw up specifications for such testing program. The cost of the borings or excavations shall be paid for by the City. 4) Agreements and Permits The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain any and all agreements and/or permits normally required for a project of this size and type. The Engineer will be responsible for negotiating and coordinating to obtain approval of the agency issuing the agreement and/or permits and will make any revisions necessary to bring the plans into compliance with the requirements of said agency, including but not limited to highways, railroads, water authorities, Corps of Engineers and other utilities. 5) Design Changes Relating to Permitting Authorities If permitting authorities require design changes, the Engineer shall revise the plans and specifications as required at the Engineers own cost and expense, unless such changes are required due to changes in the design of the facilities made by the permitting authority. If such changes are required, the Engineer shall notify be-City.and an amendment to the contract shall be made if the Engineer incurs additional cost. If there are unavoidable delays, a mutually agreeable and reasonable time extension shall be negotiated. 6) Plan Submittal Copies of the original plans shall be provided on reproducible mylar or approved plastic filmsheets, or as otherwise approved by the Department of Engineering and shall become the property of the City. City may use such drawings in any manner it desires; provided, however that the Engineer shall not be liable for the use of such drawings for any project other than the project described herein; and further provided, that the Engineer shall not be liable for the consequences of any changes that are made to the drawings or changes that are made in the implementation of the drawings without the written approval of the Engineer. PHASE 1 7) Right-of-Way, Easement and Land Acquisition Needs The Engineer shall determine the rights-of-way, easement needs for the construction of the project. Engineer shall determine ownership of such land and furnish the City with the necessary right-of-way sketches, prepare necessary easement descriptions for acquiring the rights-of-way and/or easements for the construction of this project. Sketches and easement descriptions are to be presented in form suitable for direct use by the Department of Engineering in obtaining rights-of-way, easements, permits and licensing agreements. All materials shall be furnished on the appropriate City forms in a minimum of four(4) copies each. 8) Design Survey The Engineer shall provide necessary field survey for use in the preparation of Plans and Specifications. The Engineer shall furnish the City certified copies of the field data. 9) Utility Coordination The Engineer shall coordinate with all utilities, including utilities owned by the City, as to any proposed utility liens or adjustment to existing utility lines within the project limits. The information obtained shall be shown on the conceptual plans. The Engineer shall show on the preliminary and final plans the location of the proposed utility lines, existing utility lines, based on the information provided by the utility, and any adjustments and/or relocation of the existing lines within the project limits. The Engineer shall also evaluate the phasing of the water, wastewater, street and drainage work, and shall submit such evaluation in writing to the City as part of this phase of the project. 10) Conceptual Plans The Engineer shall fumish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and preliminary estimates of probable construction costs for the Engineer's recommended plan. For all submittals, the Engineer shall submit plans and documents for street/storm drain and watertwastewater 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 fumish five (5) copies of the final construction plans and contract specifications for review by the City. 14) Detailed Cost Estimate The Engineer shall furnish four(4) copies of detailed estimates of probable construction costs for the authorized construction project, which shall include summaries of bid items and quantities. 15) Plans and Specification Approval The Engineer shall furnish an original cover mylar for the signatures of authorized City officials. The Contract Documents shall comply with applicable local, state and federal laws and with applicable rules and regulations promulgated by local, state and national boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3 plans from the City's project manager before proceeding with Phase 4. -3- PHASE 4 16) Final Approved Construction Plans The Engineer shall furnish 45 bound copies of Phase 4 final approved construction plans and contract specifications. The approved plans and contract specifications shall be used as authorized by the City for use in obtaining bids, awarding contracts, and constructing the project. 17) Bidding Assistance The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the bidding documents, and assist the owner in determining the qualifications and acceptability of prospective constructors, subcontractors, and suppliers. When substitu- tion prior to the award of contracts is allowed by the bidding documents, the Engineer will advise the owner as to the acceptability of alternate materials and equipment proposed by the prospective constructors. 18) Recommendation of Award The Engineer shall assist in the tabulation and review of all bids received for the construction of the project and shall make a recommendation of award to the City. 19) Prebid Conference The Engineer shall attend the prebid conference and the bid opening, prepare bid tabulation sheets and provide assistance to the owner in evaluating bids or proposals and in assembling and awarding contracts for construction, materials, equipment, and services. PHASE 5 20) Preconstruction Conference The Engineer shall attend the preconstruction conference. 21) Construction Survey The Engineer shall be available to the City on matters concerning the layout of the project during its construction and will set control points in the field to allow City survey crews to stake the project. The setting of line and grade stakes and route inspection of construction will be performed by the City. 22) Site Visits The Engineer shall visit the project site at appropriate intervals as construction proceeds to observe and report on the progress and the quality of the executed work. -4- 23) Shop Drawing Review The Engineer shall review shop and erection drawings submitted by the contractor for compliance with design concepts. The Engineer shall review laboratory, shop, and mill test reports on materials and equipment. 24) Instructions to Contractor The Engineer shall provide necessary interpretations and clarifications of contract documents, review change orders and make recommendations as to the acceptability of the work, at the request of the City. 25) Differing Site Conditions The Engineer shall prepare sketches required to resolve problems due to actual field conditions encountered. 26) Record Drawings The Engineer shall prepare record drawings from information submitted by the contractor. EXHIBIT "A-1" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT TO ATTACHMENT "A") CITY PROJECT No 00107 DOE No. 4906 WATER AND SANITARY SEWER EXTENSIONS FOR STONEGATE AND ARBORLAWN The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "K. Services under this attachment include engineering services for water and sanitary sewer extensions: Associated with the proposed roadway improvements along Stonegate Blvd. and Arborlawn Drive from Bryant Irvin Rd. to Hulen St., the following utilities, as shown in Attachment E, are anticipated to be adjusted or relocated: "''ss•� '�� �`��."'��*'` " �' �;,� a 'S '"�, ;r.sar;:. � � w „� litllltfle x.0 au. d$¢s �� # �,a LOCdtiOn f � � Name Alignment Along From To Approximate Size Relocation, Length(ft) (in) Replacement or New Water New Stonegate Blvd. Bryant Irvin Rd. Hulen St. 9,300 16 New New Clearfork Crossing Stonegate Blvd. S.H. 121T 700 16 New New Arbodawn Dr. Bryant Irvin Rd. International Plaza 3,000 16 New Total Water 13,000 Sanitary Sewer New Stonegate Blvd. Bryant Irvin Rd. Hulen St. 9,300 30 New` New Bryant Irvin Rd. Stonegate Blvd. Trinity River 800 30 New New Clearfork Crossing Stonegate Blvd. S.H.121T 700 12 New New Arbodawn Dr. Bryant Irvin Rd. International Plaza 3,000 12 New Total Sanitary Sewer 13,800 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 1. ENGINEER will attend and document meetings, to discuss and coordinate various aspects of the project. Two (2) meetings are anticipated. These include the following: a. One (1) pre-design kick-off meeting with the CITY. } 71 RAI_ ?r R�p� papn 9 � b. One (1) pre-design kick-off meeting with the CITY, NTTA Consultant, and CITY'S other Consultants for the Stonegate Blvd. and Arborlawn Dr. projects. b. Data Collection In addition to data obtained from the CITY, the ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with planned future improvements as identified by the CITY 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, and property ownership as available from the Tax Assessor's office. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with utilities, including utilities owned by the CITY, and other agencies such as TxDOT and the North Texas Tollway Authority (NTTA) as listed below. These entities shall also be contacted to request plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed water and sanitary sewer lines, existing utility lines, and adjustments and/or relocation of the existing lines within the project limits. The ENGINEER will prepare a data request letter notifying each organization of the CITY's proposed project. The ENGINEER will attempt to collect information as listed below. If the ENGINEER is unable to collect information in a reasonable time, the CITY shall assist the ENGINEER in obtaining the information. 1. Atmos Gas Division a. Horizontal and vertical location and size of existing gas lines and appurtenances that are located within right-of-way and easements of the proposed route. b. The ENGINEER will request information such as schedule and construction plans for gas infrastructure that is proposed to be installed or relocated within the right-of-way and easements of the proposed route. 2. TXU Electric Delivery EAl-2 a. Horizontal and vertical location and size of existing electric lines and appurtenances that are located within right-of-way and easements of the proposed route. b. The ENGINEER will request information such as schedule and construction plans for electric infrastructure that is proposed to be installed or relocated within the right-of-way and easements of the proposed route. 3. TxDOT a. Current information of roadway improvements showing horizontal, vertical and drainage features of Interstate Highway 20 and Interstate Highway 30 including proposed right-of-way. 4. NTTA a. Current information of roadway improvements showing horizontal, vertical and drainage features of State Highway 121 including proposed right-of- way. 5. Telecommunication Companies a. Horizontal and vertical location and size of existing telecommunication lines and appurtenances that are located within right-of-way and easements of the proposed route. b. The ENGINEER will request information such as schedule and construction plans for telecommunication infrastructure that is proposed to be installed or relocated within the right-of-way and easements of the proposed route. 6. Cable Companies a. Size, horizontal and vertical locations of existing cable lines and appurtenances that are located within right-of-way and easements of the proposed route. b. The ENGINEER will request information such as schedule and construction plans for cable infrastructure that is proposed to be installed or relocated within the right-of-way and easements of the proposed route. 2. Monthly Progress Report a. The ENGINEER shall submit a progress schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY. EAl-3 3. Neighborhood Coordination Meetings a. The ENGINEER shall prepare project exhibits, while the CITY provides the ENGINEER with the database listing the names and addresses of all residents and businesses to be affected by the proposed project, and attend two (2) public meetings to help explain the proposed project to residents. The CITY shall mail the invitation letters. b. The ENGINEER will attend a bimonthly progress meeting with the CITY for project coordination. The ENGINEER will attend this meeting through the completion of final design of the project. PART B -CONSTRUCTION PLANS AND SPECIFICATIONS Upon approval of Part A, Section 3, ENGINEER will proceed with the survey for the design of this project. The CITY will provide the ENGINEER the survey and Geotechnical Report from the CITY's consultant for the Arborlawn project. The ENGINEER will prepare the survey for the other utility lines. 1. Conceptual Engineering a. Surveys for Design 1. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information which will be needed for use by the ENGINEER in design and preparation of plans for the project. Survey services shall be performed by the ENGINEER'S sub-consultant. 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: a. Obtain permission for surveying through private property. b. Locate horizontal and vertical alignment of utility lines. Tie improvements, trees, fences, walls, etc., horizontally along rear lines in an approximately 10'wide strip. In addition, locate all rear house comers and building corners in backyards. Cross sections will be taken in approximately twenty (20) locations where pavement replacement of alleys is necessary. c. Profile existing water and/or sewer line centerline. SA1-4 d. Obtain permission for surveying through private property. 2. The ENGINEER shall compile base plan from field survey data at 1" = 40' horizontal and 1" = 4'vertical scale. 3. ENGINEER will provide a copy of the following Information upon request by the CITY: a. Plans, 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. A copy of the survey field notes shall also be provided to the CITY. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, all drawing files shall be provided in MicroStation (DGN) or Autocad (DWG or DXF) format (currently Release 2002), 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. b. The minimum information to be provided in the plans shall include the following: i. Project Control Sheet, showing Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: ii. The following information about each Control Point; a. Identified existing City monument, PK Nail, or 5/8" Iron Rod. b. Provide X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinates shall be on CITY Datum only. c. Provide Descriptive Location of each Control Point. iii. Provide Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. iv. No less than two horizontal control points, per right-of-way or easement location shall be provided. 8A1-5 v. Provide Bearings given on all proposed centerlines, or baselines. vi. Provide Station equations when appropriate. vii. Obtain the "foot print' of all properties where the sanitary sewer service line is to be relocated or rerouted. 4. Public Notification and Person nelNehicle 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. b. Geotechnical and Pavement Investigations 1. The ENGINEER will recommend locations of pavement coring as necessary to determine pavement repair criteria. Pavement cores shall be performed by the CITY. 1. The ENGINEER will identify locations for geotechnical investigations along route of the proposed sewer lines. Geotechnical investigations shall be performed by the ENGINEER'S Subconsultant. C. Conceptual Design Coordination Meetings 1. ENGINEER will attend and document meetings, to discuss and coordinate the conceptual design with the following: a. One (1) meeting with the CITY to review the conceptual engineering plan prior to the submittal of the conceptual engineering plan to the CITY. b. One (1) meeting wit the Stonegate design engineer c. One (1) meeting with the Arborlawn design engineer. EAI-6 d. One (1) meeting with the SH 121 NTTA consultant. e. One (1) meeting with the Property Owner and their design engineer. f. One (1) meeting with the CITY at completion of the CITY'S review of the conceptual engineering plans. The CITY shall direct the ENGINEER in writing to proceed with Preliminary Design. 2. Preliminary Engineering Upon approval of Part B, Paragraph 1.d.1, 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 which show the following: Proposed water and sanitary sewer with plan view only (profile will be completed in Final Design) and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves and other pertinent information needed to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. C. For sewer lines, pipelines scheduled for point repairs, rehabilitation and replacement will be located on the base sheets prepared from survey information gathered under Part B, Paragraph 1. Conflicts shall be resolved where pipelines are to be rehabilitated on the same line segment. Base sheets shall reference affected or adjacent streets. Where open-cut construction is anticipated, below and above ground utilities will be located and shown on the base sheets. d. Existing utilities and utility easements will be shown on the plan and profile sheets. ENGINEER will coordinate with utility companies and the CITY to determine if any future improvements are planned that may impact the project. e. The design route for sewer service line reroute/relocation will be provided if the flow line elevation of the sewer service can be determined from the cleanout location. If elevations cannot be determined during the design survey, the ENGINEER shall identify location for SUE Level A service to provide locations. f. The ENGINEER shall make provisions for reconnecting water and/or sanitary sewer service lines which connect directly to any main being replaced, including HAI-7 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 service lines which are connected to the existing main and connect said service lines to the relocated main. g. The ENGINEER will prepare standard and special detail sheets for water line installation and sewer rehabilitation or replacement that are not already included in the D-Section of the CITY'S specifications. These may include connection details between various parts of the project, tunneling details, boring and jacking details, waterline relocations, details unique to the construction of the project, trenchless details, and special service lateral reconnections. h. Right-of-Way Research The ENGINEER will conduct preliminary research for availability of existing easements where open-cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the CITY. L Right-of-Way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and right-of-entry will be in conformance with "Submittal of Information to Real Property for Acquisition of Property". The ENGINEER will coordinate with the Property Owners and the Property Owner's Engineer to assist the City in obtaining the easements and/or property acquisition for the water and sanitary sewer extensions associated with this project. The ENGINEER will prepare ten (10) exhibits for the easements and/or property acquisition. 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 attempt to avoid or reduce conflicts with existing utilities. HAI-8 The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the CITY'S Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. k. Preliminary construction plan submittal 1. Preliminary plans and specifications shall be submitted to CITY after approval of Part B, Paragraph 1. 2. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two(2)sets of specifications and contract documents to CITY for review. 3. The ENGINEER shall submit a preliminary opinion of probable construction cost with the preliminary plans submitted. ENGINEER shall assist CITY in selecting the solutions to be pursued. I. Preliminary Design Coordination Meetings 1. ENGINEER will attend and document meetings, to discuss and coordinate the preliminary design with the following: a. One (1) meeting with the CITY to review the preliminary engineering plans prior to the submittal of the preliminary engineering plans to the CITY. b. One (1) meeting with the Stonegate design engineer. c. One (1) meeting with the Arborlawn design engineer. d. One (1) meeting with the SH 121 NTTA consultant. e. One (1) meeting with the Property Owner and their design engineer. f. One (1) meeting with TranSystems. g. One (1) meeting with the CITY at completion of the CITY'S review of the preliminary engineering plans. The CITY shall direct the ENGINEER in writing to proceed with Final Design. EAI-9 4. Final Engineering Plan Submittal a. Final Construction Documents shall be begin after approval of Part B, Paragraph 2. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents (each sheet shall be stamped, dated, and signed by the ENGINEER) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. 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. b. ENGINEER'S Opinion of Probable Construction Cost The ENGINEER shall submit a final projection of probable construction cost with the final plans submitted. C. Final Design Coordination Meetings 1. ENGINEER will attend and document meetings, to discuss and coordinate the final design with the following: a. One (1) meeting with the CITY to review the 95% engineering plans prior to the submittal of the 95%engineering plans to the CITY. b. Two(2) meetings with the Stonegate design engineer. c. Two (2) meetings with the Arborlawn design engineer. d. Two (2) meetings with the SH 121 NTTA consultants. e. Two (2) meetings with the Property Owner and their design engineer. f. One (1) meetings with TranSystems. g. One (1) meeting with the CITY at completion of the CITY'S review of the 95% engineering plans. The ENGINEER will revise the plans per the CITY'S comments and submit the final plans to the CITY. LAl-10 d. 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 TPW) prominently displayed. 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. Singular PDF files for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: a. 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 b. 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 c. Both PDF files shall be submitted on one (1) Compact Disk, which will become property 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 unless the DOE number and proper fund codes have been assigned and are in the Department of Engineering database. EA1-11 PART C - PRE-CONSTRUCTION ASSISTANCE 1. Administration a. Deliver Bid Documents One (1) set of bidding documents containing a maximum of three (3) Units will be prepared for this project. The ENGINEER will make available for bidding, upon request by the CITY, up to forty-five (45) sets of the final approved and dated plans and specifications and contract documents for the project to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. b. Bidding Assistance The ENGINEER shall assist the CITY during phase including preparation and delivery of addenda to plan holders and responses to questions submitted to the DOE by prospective bidders. ENGINEER shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format, and submit four(4)copies of the bid tabulation. PART D -CONSTRUCTION PHASE SERVICES The ENGINEER will provide professional construction phase services for the purpose of providing assistance to CITY during construction. These services are as follows: 1. Preconstruction Conference a. The ENGINEER will attend (1) preconstruction conference for this project prior to commencement of Work. 2. Construction Survey a. Construction survey is not included in the scope of this project. EAI-12 3. Site Visit a. Provide on-site construction observation services during the construction phase of the subject project. Observations will vary depending on the type of work being performed by the contractors, the location, and the contractors'schedules. Make a total of one (1) visit to the Site per month for eight (8) months for this project in order to observe the progress of the Work. Such visits and observations by the ENGINEER are not intended to be exhaustive or to extend to every aspect of Contractor's work in progress. Observations are to be limited to spot checking, selective measurement, and similar methods of general observation of the Work based on the ENGINEER'S exercise of professional judgment. Based on information obtained during such visits and such observations, the ENGINEER will determine if Contractor's work is generally proceeding in accordance with the Contract Documents, and the ENGINEER shall keep the CITY informed of the general progress of the Work. The purpose of the ENGINEER'S visits to the site will be to enable the ENGINEER to better cant' out the duties and responsibilities assigned in this Agreement to the ENGINEER during the construction phase by the CITY, and, in addition, by the exercise of the ENGINEER'S efforts, to provide the CITY a greater degree of confidence that the completed Work will conform in general to the Contract Documents and that the integrity of the design concept of the completed Project as a functioning whole as indicated in the Contract Documents has been implemented and preserved by Contractor. The ENGINEER shall not, during such visits or as a result of such observations of Contractor's work in progress, supervise, direct, or have control over Contractor's work, nor shall the ENGINEER have authority over or responsibility for the means, methods, techniques, equipment choice and usage, sequences, schedules, or procedures of construction selected by Contractor, for safety precautions and programs incident to Contractor's work, nor for any failure of Contractor to comply with laws and regulations applicable to Contractor's furnishing and performing the Work. Accordingly, the ENGINEER neither guarantees the performance of any Contractor nor assumes responsibility for any Contractor's failure to furnish and perform its work in accordance with the Contract Documents. 4. Shop Drawings a. Review and approve or take other appropriate action in respect to Shop Drawings for the special manholes, pipe casing, 16-inch gate valve and vault, and connect to the existing 42-inch water line for each phase which the Contractor is required to submit, but only for conformance with the information given in the Contract Documents and compatibility with the design concept of the completed Project as EAI-13 a functioning whole as indicated in the Contract Documents. Such review and approvals or other action will not extend to means, methods, techniques, equipment choice and usage, sequences, schedules, or procedures of construction or to related safety precautions and programs. 5. Differing Site Conditions a. Preparation of sketches to resolve problems due to actual field conditions encountered are not included in the scope for this project. 6. Record Drawings a. From the information submitted by the Contractor to the CITY, the ENGINEER will prepare record drawings on a mylar set of plans for each phase of this project. The ENGINEER will not provide the record drawings in any electronic format. 7. Final Walk Through a. The ENGINEER will attend one (1) final site inspection visit for this project to determine if the completed Work of Contractor is generally in accordance with the Contract Documents and the final punch list so that the ENGINEER may recommend, in writing, a notice that the Work is generally in accordance with the Contract Documents to the best of the ENGINEER'S knowledge, information, and belief and based on the extent of the services provided by the ENGINEER under this Agreement and based upon information provided to the ENGINEER upon which it is entitled to rely. 8. Limitation of Responsibility a. The ENGINEER shall not be responsible for the acts or omissions of any Contractor, or of any of their subcontractors, suppliers, or of any other individual or entity performing or furnishing the Work. The ENGINEER shall not have the authority or responsibility to stop the work of any Contractor. EA1-14 ATTACHMENT "B" COMPENSATION AND SCHEDULE Engineering Design Services Associated with Water and Sanitary Sewer Extensions for Stonegate and Arborlawn City Project No. 00107 i. Compensation A. The Engineer shall be compensated a total lump sum fee of $397,580. Payment of the total lump sum fee shall be considered full compensation for the services described in Attachment "A" and Exhibit "A-1" for all labor materials, supplies and equipment necessary to complete the project. All permitting, application, and similar project fees will be paid directly by the City. B. The Engineer shall be paid monthly as described in Exhibit "B-1", Section 1-Method of Payment. C. Each invoice is to be verified as to its accuracy and compliance with the terms of this contract by an officer of the Engineer. II. Schedule Final Plans and Contract Documents for bid advertisement shall be submitted within 320 calendar days, after the "Notice to Proceed" letter is issued. A. Pre-Engineering Plans—60 calendar days B. Conceptual Engineering Plans—75 calendar days C. Preliminary Engineering Plans and Contract Documents— 120 calendar days D. Final Engineering Plans and Contract Documents— 150 calendar days E. Final Plans and Contract Documents for bid advertisement— 110 calendar days F. Construction Phase Services—400 calendar days B-1 EXHIBIT "B-1" (SUPPLEMENT TO ATTACHMENT B) METHOD OF PAYMENT City Project No. 00107 I. Method of Payment The ENGINEER shall be paid monthly upon receipt of an invoice on the basis of statements prepared from the books and records of account of the ENGINEER, based on the ENGINEERS' estimate of the percentage of completion of the project, such statements to be verified as to accuracy and compliance of the project, such statements to be verified as to accuracy and compliance with the terms of this contract by an office of ENGINEER. Payment according to statements will be subject to certification by the Director of the Department of Engineering or his authorized representative that such work has been performed. The aggregate of such monthly partial payments shall not exceed the following: Until satisfactory completion of Exhibit A-1, Part B, Section 1 hereunder, a sum not to exceed 30 percent of the lump sum fee. Until satisfactory completion of Exhibit A-1, Part B, Section 2 hereunder, a sum not to exceed 60 percent of the lump sum fee. Until satisfactory completion of Exhibit A-1, Part B, Section 3 hereunder, a sum not to exceed 90 percent of the lump sum fee. Balance of earnings to be due and payable upon delivery to the City of plans and bid documents for advertising as described in Exhibit A-1, Part C. Note: If the ENGINEER determines in the course of making design drawings and specifications that the construction cost estimate of$5,400,000 as estimated in Exhibit"B-4"will be exceeded, whether by change in scope of the project, increased costs or other conditions, the ENGINEER shall immediately report such fact to the CITY's Director of the Department of Engineering and, if so instructed by the Director of the Engineering Department shall suspend all work hereunder. EB-1 EXHIBIT "B-2" (SUPPLEMENT TO ATTACHMENT"B") HOURLY RATE SCHEDULE Engineering Design Services Associated with Water and Sanitary Sewer Extensions for Stonegate and Aborlawn Kimley-Horn and Associates, Inc. Principal $125- $180 Senior Professional $110-$160 Registered Professional $100-$110 Professional $55-$100 Designer $90-$95 Technical Support $50-$90 Clerical/Administrative Support $50-$65 Effective January 1, 2005 ' r �):- l & IR EB-2v�Us�l�� -'wiygl VI EXHIBIT "B-3A" (SUPPLEMENT TO ATTACHMENT B) SUMMARY TOTAL PROJECT FEES Engineering Design Services Associated with Water and Sanitary Sewer Extensions for Stonegate and Arborlawn City Project No. 00107 Consultina Firm Prime Responsibility Fee Amount Percent Prime Consultant: Kimley-Horn and Associates,Inc. Engineering $350,625 88% MWBE Consultants: Gorrondona and Associates,Inc Survey $17,275 4% CITE Group,Inc. Geotechnical $19,990 5% Alphagraphics#83 Reproduction $9,690 3% Non-M/WBE Consultants: N/A N/A $ 0% Total Fee Amount: $397,580 100% Project Description Scope of Service Total Fee M/WBE Fee Percent Engineering Services Water,Sewer $397,580 $46,955 12% EB-3A EXHIBIT "13-313" (SUPPLEMENT TO ATTACHMENT B) PROFESSIONAL SERVICES FEE SUMMARY Engineering Design Services Associated with Water and Sanitary Sewer Extensions for Stonegate and Arborlawn City Project No. 00107 WATER ENGINEERING DESIGN Opinion of Probable Construction Costs X Curve B*X 85% $2,300,000 X 6.0% X 85% $ 117,300.00 SURVEY DESIGN $ 6,737.00 GEOTECHNICAL ENGINEERING $ 9,995.00 REPRODUCTION $ 4,904.00 10% SUBCONSULTANT FEE $ 2,164.00 ADDITIONAL SERVICES $ 35,200.00 SUBTOTAL $ 176,300.00 SEWER ENGINEERING DESIGN Opinion of Probable Construction Costs X Curve B*X 85% $3,100,000 X 6.0% X 85% $ 158,100.00 SURVEY DESIGN $ 10,538.00 GEOTECHNICAL ENGINEERING $ 9,995.00 REPRODUCTION $ 4,904.00 10% SUBCONSULTANT FEE $ 2,543.00 ADDITIONAL SERVICES $ 35,200.00 SUBTOTAL $ 221,280.00 TOTAL FEE WATER DESIGN FEE $ 176,300.00 SEWER DESIGN FEE $ 221,280.00 GRAND TOTAL $ 397,580.00 *Note: This project would generally be classified for Curve B (less complicated assignments) in the TSPE Median Compensation for Engineering Services. This project does have some complicated assignments; abandonment of an inverted siphon, creek crossings, easement and right-of-way issues, connections to large water and sanitary sewer lines, NTTA permits, etc. We have used 6.0% of the Opinion of Probable Construction for this project due to the additional complexities of this project. EB-3B EXHIBIT "B-3C" (SUPPLEMENT TO ATTACHMENT B) TOTAL FEE SUMMARY & DESIGN FEE BREAKDOWN Engineering Design Services Associated with Water and Sanitary Sewer Extensions for Stonegate and Arborlawn City Project No. 00107 A. SUMMARY OF TOTAL FEE Service Description Water Sewer Total Engineering Services including Additional Services $169,563.00 $210,742.00 $380,305.00 Survey Fee $ 6,737.00 $ 10,538.00 $ 17,275.00 Total Fee $176,300.00 $221,280.00 $397,580.00 B. BREAKDOWN OF WATER AND SEWER FEES (Less Survey Fees) 1. Total Water Fee(less Survey Fees) Breakdown by Concept, Preliminary and Final Design a. Concept(30%) _ (Total Water Fee—Survey Fees)x(0.3) _ $ 50,869.00 b. Preliminary(60%) _ (Total Water Fee—Survey Fees)x(0.6) _ $101,738.00 c. Final (10%) _ (Total Water Fee—Survey Fees)x(0.1) _ $ 16,956.00 $169,563.00 2. Total Sewer Fee(less Survey Fees)Breakdown by Concept, Preliminary and Final Design a. Concept(30%) _ (Total Sewer Fee—Survey Fees)x (0.3)_ $ 63,223.00 b. Preliminary(60%) _ (Total Sewer Fee—Survey Fees)x(0.6)_ $126,445.00 c. Final (10%) _ (Total Sewer Fee—Survey Fees)x (0.1)_ $ 21,074.00 $210,742.00 EB-3C EXHIBIT "13-313" (SUPPLEMENT TO ATTACHMENT B) FEES FOR SURVEYING SERVICES Engineering Design Services Associated with Water and Sanitary Sewer Extensions for Stonegate and Arborlawn City Project No. 00107 Water Topographic Surveys 850 LF x $4.75/1-F $4,037 Easements 3 EA x $900/EA $2,700 Total $6,737 Sewer Topographic Surveys 1,650 LF x $4.75/LF $7,838 Easements 3 EA x $900/EA $2,700 Total $10,538 Survey Services Total $17,275 Water Department (Water & Sanitary Sewer) Subtotal $17,275 E13-3D EXHIBIT "B-3E" (SUPPLEMENT TO ATTACHMENT B) FEES FOR REPRODUCTION SERVICES Engineering Design Services Associated with Water and Sanitary Sewer Extensions for Stonegate and Arborlawn City Project No. 00107 SETS $ /SHEET SHEETS TOTAL 1 Pre-Engineering Plans ($2.00/sheet x sheets/set) 4 $ 2.00 6 $ 48.00 2 Preliminary Design - • Plans ($2.00/sheet x sheets/set) 15 $ 2.00 60 $ 1,800.00 • Specs ($0.13/page x page/report) 2 $ 0.13 200 $ 52.00 3 Final Design - • Plans ($2.00/sheet x sheets/set) 2 $ 2.00 60 $ 240.00 • Specs ($0.13/page x page/report) 2 $ 0.13 200 $ 52.00 • Mylar Cover Sheets ($16.00/sheet x sheets/set) 1 $ 16.00 1 $ 16.00 4 Bid Advertisement- • Plans ($2.00/sheet x sheets/set) 45 $ 2.00 60 $ 5,400.00 • Specs ($0.13/page x page/report) 45 $ 0.13 200 $ 1,170.00 5 Final Mylars Plans ($16.00/sheet x sheets/set) 1 $ 16.00 60 $ 960.00 6 Mounted Exhibits ($35.00/sheet x sheets/set) 2 $ 35.00 1 $ 70.00 Reproduction Services Total $ 9,808.00 Water Department(Water&Sanitary Sewer)Subtotal $ 9,808.00 Note: MW BE Reproduction represented by asterisk EB-3E EXHIBIT"B-3F" (SUPPLEMENT TO ATTACHMENT B) FEES FOR ADDITIONAL SERVICES Engineering Design Services Associated with Water and Sanitary Sewer Extensions for Stonegate and Arborlawn City Project No. 00107 General Additional Services: Coordination meetings $ 21,900.00 Monthly Reports $ 2,500.00 Traffic Control Plans $ 5,600.00 Pre-bid meeting $ 500.00 Bidders Questions $ 2,200.00 Bid Opening $ 500.00 Pre-construction meeting $ 500.00 Public meeting(2) $ 6,600.00 Storm Water Pollution Prevention Plan $ 4,000.00 Easement Coordination with Property Owner $ 8.400.00 SUBTOTAL $ 52,700.00 Water Department Additional Services: Construction Period Observations $ 4,500.00 Shop Drawing Reviews $ 4,500.00 Final Walk Through $ 2,700.00 Record Drawings $ 6.000.00 SUBTOTAL $ 17,700.00 TOTAL FOR ADDITIONAL SERVICES Additional Services Total $ 70,400.00 Water Department(Water&Sanitary Sewer)Subtotal $ 70,400.00 EB-3F p EXHIBIT"B-3F-1" (SUPPLEMENT TO ATTACHMENT B) FEES FOR ADDITIONAL SERVICES Engineering Design Services Associated with Water and Sanitary Sewer Extensions for Stonegate and Arborlawn City Project No. 00107 PERSONNEL HOURS Labor Hours/ Total TASKS P8 P6-P7 P4-125 P1-P3 A2 Labor Fee Fee Fees for Additional Services General Additional Services Coordination Meetings 60 80 27 4 Meetings with NTTA and SH121T Design Consultants 4 Meetings with Stonegate Design Engineer 4 Meetings with Arborlawn Design Engineer 3 Meetings with TranSystems 4 Meetings with Property Owner and Design Engineer Monthly Reports(12) 6 12 6 Traffic Control 6 15 25 2 Pre-bid Meeting 1 2 Bidders Questions 5 10 2 Bid Opening 1 2 Pre-Construction Meeting 1 2 First Public Meeting Exhibit Preparation 1 2 8 PreMeeting with City 2 2 Public Meeting 4 4 Notes 2 4 Second Public Meeting Exhibit Preparation 1 2 8 Public Meeting 4 4 Notes 2 4 Storm Water Pollution Prevention Plan 3 10 20 2 Easement Coordination with Property Owner 20 40 SERVICES SUBTOTAL 0 113 181 73 47 414 SERVICES SUBTOTAL DOLLARS $0 $18,600 $23,200 $7,700 $3,200 $52,700 Water Department Additional Services Construction Period Observations 7 25 One 4-hour site visit per month for eight months Shop Drawing Reviews 5 10 20 3 Special Manholes Pipe Casings 164nch gate valve and vault Connection to 424nch Water Line Final Walk Through 9 9 Record Drawings 4 15 33 3 SERVICES SUBTOTAL 0 25 59 53 6 143 SERVICES SUBTOTAL DOLLARS $0 $4,100 $7,600 $5,600 $400 $17,700 Fees for Additional Services $0 $22,700 $30,800 $13,300 $3,600 $70,400 $70,400 TOTAL $0 $22,700 $30,800 $13,300 $3,600 $70,400 $70,400 EXHIBIT"B-4" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Water and Sanitary Sewer Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Simmary for Phases A-1,A-2, B-1,and B-2 Sheet: 1 Item No. Item Description Unit Price Clearfork Crossing/Stonegate Infrastructure(16-inch Water&30-inch Sanitary Sewer) Water Phase A-1 $700,000 Water Phase A-2 $900,000 Subtotal Water $1,600,000 Sanitary Sewer Phase A-1 $900,000 Sanitary Sewer Phase A-2 $1,700,000 Subtotal Sanitary Sewer $2,600,000 Arborlawn Infrasturcture(16-inch Water& 12-inch Sanitary Sewer) Water Phase B-1 $300,000 Water Phase B-2 $400,000 Subtotal Water $700,000 Sanitary Sewer Phase B-1 $200,000 Sanitary Sewer Phase B-2 $300,000 Subtotal Sanitary Sewer $500,000 Total Water $2,300,000 Total Sanitary Sewer $3,100,000 Basis for Cost Projection: Subtotal: $5,400,000 Q No Design Completed COnting. ❑ Preliminary Design Total: $5,400,000 ❑ Final Design This total does not reflect engineering or technical services. P:\000008.024\FTWORTH\Stonegate-Arbodawn\PPP\KHA Contrad\OPCC_Summary.xls EXHIBIT"B-4A" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase A-1 Water Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Phase A-1 Water Summary Sheet Sheet: 1 of 3 Item No. Item Description Quantity Unit Unit Price Cost 1 36-inch Concrete Water Pipe 0 LF $125.00 $0 2 24-inch Concrete Water Pipe 0 LF $95.00 $0 3 16-inch Class 51 DI Water Pipe 4,300 LF $70.00 $301,000 4 16-inch Concrete Water Pipe 0 LF $70.00 $0 5 12-inch PVC C-900 DR-14 Water Pipe 100 LF $50.00 $5,000 6 12-inch Class 51 DI Water Pipe 0 LF $50.00 $0 7 8-inch PVC C-900 DR-14 Water Pipe 500 LF $40.00 $20,000 8 6-inch PVC C-900 DR-14 Water Pipe 150 LF $30.00 $4,500 9 4-inch PVC C-900 DR-14 Water Pipe 0 LF $30.00 $0 10 36-inch Gate Valve and Vault 0 EA $40,000.00 $0 11 16-inch Gate Valve and Vault 6 EA $14,000.00 $84,000 12 12-inch Gate Valve and Box 4 EA $1,500.00 $6,000 13 8-inch Gate Valve and Box 7 EA $1,200.00 $8,400 14 6-inch Gate Valve and Box 6 EA $800.00 $4,800 15 4-inch Gate Valve and Box 0 EA $500.00 $0 16 Salvage Existing Gate Valve 16"and Larger 0 EA $2,500.00 $0 17 60-inch Steel Casing By Open Cut 0 LF $400.00 $0 18 42-inch Steel Casing By Open Cut 0 LF $250.00 $0 19 30-inch Bore and Steel Casing 0 LF $350.00 $0 20 30-inch Steel Casing By Open Cut 0 LF $250.00 $0 21 24-inch Steel Casing By Open Cut 0 LF $200.00 $0 22 36-inch Carrier Pipe w/Stainless Steel Casing 0 LF $200.00 $0 Spacers 23 24-inch Carrier Pipe w/Stainless Steel Casing 0 LF $100.00 $0 Spacers 24 16-inch Carrier Pipe w/Stainless Steel Casing 0 LF $80.00 $0 Spacers 25 12-inch Carrier Pipe w/Stainless Steel Casing 0 LF $60.00 $0 Spacers 26 8-inch Carrier Pipe w/Stainless Steel Casing 0 LF $40.00 $0 Spacers 27 2-inch Combination Air Release and Vacuum 1 EA $3,000.00 $3,000 Relief Valve 28 Standard Fire Hydrant 6 EA $1,850.00 $11,100 29 Fire Hydrant Extension 18 LF $150.00 $2,700 30 1-inch Water Service(Type K Copper Tubing) 0 EA $600.00 $0 31 1 1/2-inch Water Service(Type K Copper 0 EA $700.00 $0 Tubing) 32 2-inch Water Service(Type K Copper Tubing) 6 EA $800.00 $4,800 33 1-inch Service Tap to Main 0 EA $700.00 $0 34 1 1/2"Service Tap to Main 0 EA $750.00 $0 35 2-inch Service Tap to Main 6 EA $800.00 $4,800 36 2-inch Temporary Service Line 0 LF $10.00 $0 37 16-inch Ring Connection 1 EA $15,000.00 $15,000 38 12-inch Ring Connection 0 EA $7,500.00 $0 EXHIBIT"B-4A" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase A-1 Water Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Phase A-1 Water Summary Sheet Sheet: 1 of 3 Item No. Item Description Quantity Unit Unit Price Cost 39 Pressure Reducing Valve Station 0 EA $50,000.00 $0 40 DI Pipe Fittings 36 TN $3,000.00 $108,000 41 Class"A"Standard Meter Box 0 EA $500.00 $0 42 Class"B"Standard Meter Box 0 EA $600.00 $0 43 Remove and Salvage Existing Fire Hydrant 0 EA $500.00 $0 44 Abandonment of Gate Valve 0 EA $750.00 $0 45 Cut and Plug Existing Water Mains 0 EA $2,000.00 $0 46 Water Sampling Station 0 EA $2,000.00 $0 47 Concrete Encasement 200 LF $40.00 $8,000 48 Trench Safety 5,000 LF $1.75 $8,750 49 4"Concrete Sidewalk Replacement 0 SY $50.00 $0 50 6"Driveway Replacement 0 SY $70.00 $0 51 Permanent Pavement Repair-Concrete Base 0 LF $50.00 $0 with Asphalt Overlay 52 Permanent Asphalt Pavement Repair 0 LF $35.00 $0 53 Permanent Concrete Pavement Repair 0 SY $50.00 $0 54 Concrete Curb and Gutter Removal and 0 LF $30.00 $0 Replacement 55 Crushed Limestone for Miscellaneous 20 CY $15.00 $300 Placement 56 20 CY $30.00 $600 Class B Concrete for Miscellaneous Placement 57 20 CY $30.00 $600 Class E Concrete for Miscellaneous Placement 58 Preconstruction Exploratory Excavation (D- 1 EA $1,000.00 $1,000 Hole) 59 Replace Existing Concrete Valley Gutter 0 SY $50.00 $0 60 Grass Seeding 1,500 LF $2.00 $3,000 61 6"Blowoff with 6"Gate Valve and Access 1 EA $5,000.00 $5,000 Manhole Basis for Cost Projection: Subtotal: $610,350 No Design Completed lConting. (%,+/-) 10 1 $89,650 ❑ Preliminary Design Total $700,000 ❑ Final Design This total does not reflect engineering or technical services. EXHIBIT"B4A" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase A-1 Sanitary Sewer Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Phase A-1 Sanitary Sewer Summary Sheet Sheet: 1 of 3 Item No. Item Description Quanti Unit Unit Price Item Cost 1 36"Sanitary Sewer 0 LF $120.00 $0 2 30"Sanitary Sewer 3,700 LF $105.00 $388,500 3 27"Sanitary Sewer 0 LF $90.00 $0 4 24"Sanitary Sewer 0 LF $85.00 $0 5 18"Sanitary Sewer 0 LF $80.00 $0 6 15"Sanitary Sewer 0 LF $70.00 $0 7 12"Sanitary Sewer 700 LF $50.00 $35,000 8 10"Sanitary Sewer 0 LF $45.00 $0 9 8"Sanitary Sewer(Services) 600 LF $40.00 $24,000 10 54-inch Steel Casing By Open Cut 0 LF $400.00 $0 11 48-inch Steel Casing By Open Cut 0 LF $350.00 $0 12 42-inch Steel Casing By Open Cut 0 LF $250.00 $0 13 42-inch Bore and Steel Casing 0 LF $350.00 $0 14 36-inch Steel Casing By Open Cut 0 LF $200.00 $0 15 36-inch Bore and Steel Casing 0 LF $350.00 $0 16 30-inch Steel Casing By Open Cut 0 LF $150.00 $0 17 24-inch Steel Casing By Open Cut 0 LF $125.00 $0 18 18-inch Steel Casing By Open Cut 0 LF $90.00 $0 19 18-inch Bore and Steel Casing 0 LF $300.00 $0 20 36-inch Carrier Pipe w/Stainless Steel Casing 0 LF $90.00 $0 Spacers 21 30-inch Carrier Pipe w/Stainless Steel Casing 0 LF $85.00 $0 Spacers 22 27-inch Carrier Pipe w/Stainless Steel Casing 0 LF $80.00 $0 Spacers 23 24-inch Carrier Pipe w/Stainless Steel Casing 0 LF $75.00 $0 Spacers 24 18-inch Carrier Pipe w/Stainless Steel Casing 0 LF $70.00 $0 Spacers 25 15-inch Carrier Pipe w/Stainless Steel Casing 0 LF $55.00 $0 Spacers 26 12-inch Carrier Pipe w/Stainless Steel Casing 0 LF $45.00 $0 Spacers 27 10-inch Carrier Pipe w/Stainless Steel Casing 0 LF $40.00 $0 Spacers 28 8-inch Carrier Pipe w/Stainless Steel Casing 0 LF $35.00 $0 Spacers 29 4"Sanitary Sewer Service 0 LF $30.00 $0 30 4"Sanitary Sewer Service Tap 0 EA $325.00 $0 31 5-Sided Manhole and Connection to Existing 1 EA $20,000.00 $20,000 Sanitary Sewer 32 Modified 5'Diameter Type"A"Sanitary Sewer 10 EA $5,000.00 $lin,n0n Manhole to 6'Depth 33 4'Diameter Standard Sanitary Sewer Manhole to 16 EA $2,000.00 $34,000 112.0A D 6' Depth 34 Added Depth Over 6'for Modified 5'Diameter 100 VF $750.00 $76;,000 U� Type"A"Sanitary Sewer Manhole U, Yj�P�o 9 EXHIBIT"B-4A" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase A-1 Sanitary Sewer Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Phase A-1 Sanitary Sewer Summary Sheet Sheet: 1 of 3 Item No. Item Description Quantity Unit Unit Price Item Cost 35 Added Depth Over 6'for Standard 4'Diameter 160 VF $500.00 $80,000 Sanitary Sewer Manhole 36 Concrete Collar for Sanitary Sewer Manhole 26 EA $500.00 $13,000 37 Watertight Inserts for Sanitary Sewer Manhole 26 EA $50.00 $1,300 38 Remove Existing Sanitary Sewer Manhole 0 EA $500.00 $0 39 Cut and Plug Existing Sanitary Sewer Main 0 EA $500.00 $0 40 Concrete Encasement 200 LF $40.00 $8,000 41 8"DI (Class 51)Water Pipe 0 LF $100.00 $0 42 6"DI (Class 51)Water Pipe 0 LF $90.00 $0 43 DI Pipe Fittings 0 TN $3,000.00 $0 44 Trench Safety 5,000 LF $1.75 $8,750 45 Permanent Pavement Repair-Concrete Base with 0 LF $50.00 $0 Asphalt Overlay 46 Permanent Asphalt Pavement Repair 0 LF $35.00 $0 47 Permanent Concrete Pavement Repair 0 SY $50.00 $0 48 Remove Existing Concrete Valley Gutter 0 SY $20.00 $0 49 Replace Existing Concrete Valley Gutter 0 SY $50.00 $0 50 4"Concrete Sidewalk Replacement 0 SY $50.00 $0 51 6"Concrete Driveway Replacement 0 SY $70.00 $0 52 Concrete Curb and Gutter Replacement 0 LF $30.00 $0 53 Pre-construction Cleaning and TV Inspection of 0 LF $3.50 $0 Existing Sanitary Sewer To Be Abandoned 54 Post-construction Cleaning and TV Inspection of 5,000 LF $2.50 $12,500 New Sanitary Sewer 55 Vacuum Test New Sanitary Sewer Manhole 26 EA $200.00 $5,200 56 Class'B'Concrete for Miscellaneous Placement 20 CY $30.00 $600 57 Class'E'Concrete for Miscellaneous Placement 20 CY $30.00 $600 58 Crushed Limestone for Miscellaneous Placement 20 CY $15.00 $300 59 Pre-construction Exploratory Excavation (D-Hole) 2 EA $1,000.00 $2,000 60 Grass Seeding 1,500 LF $2.00 $3,000 11 61 1 Bypass Pumping 11 EA 1 $10,000.00 $10,000 Basis for Cost Projection: Subtotal: $769,750 ❑� No Design Completed Conting. (%,+/-) 10 $130,250 11 ❑ Preliminary Design Total: $900,00011 ❑ Final Design This total does not reflect engineering or technical services. EXHIBIT"13-46" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase A-2 Water Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Phase A-2 Water Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Cost 1 36-inch Concrete Water Pipe 0 LF $125.00 $0 2 24-inch Concrete Water Pipe 0 LF $95.00 $0 3 16-inch Class 51 DI Water Pipe 5,200 LF $70.00 $364,000 4 16-inch Concrete Water Pipe 0 LF $70.00 $0 5 12-inch PVC C-900 DR-14 Water Pipe 100 LF $50.00 $5,000 6 12-inch Class 51 DI Water Pipe 0 LF $50.00 $0 7 8-inch PVC C-900 DR-14 Water Pipe 500 LF $40.00 $20,000 8 6-inch PVC C-900 DR-14 Water Pipe 200 LF $30.00 $6,000 9 4-inch PVC C-900 DR-14 Water Pipe 0 LF $30.00 $0 10 36-inch Gate Valve and Vault 0 EA $40,000.00 $0 11 16-inch Gate Valve and Vault 4 EA $14,000.00 $56,000 12 12-inch Gate Valve and Box 2 EA $1,500.00 $3,000 13 8-inch Gate Valve and Box 8 EA $1,200.00 $9,600 14 6-inch Gate Valve and Box 6 EA $800.00 $4,800 15 4-inch Gate Valve and Box 0 EA $500.00 $0 16 Salvage Existing Gate Valve 16"and Larger 0 EA $2,500.00 $0 17 60-inch Steel Casing By Open Cut 0 LF $400.00 $0 18 42-inch Steel Casing By Open Cut 0 LF $250.00 $0 19 30-inch Steel Casing By Open Cut 500 LF $250.00 $125,000 20 24-inch Bore and Steel Casing 0 LF $300.00 $0 21 24-inch Steel Casing By Open Cut 0 LF $200.00 $0 22 36-inch Carrier Pipe w/Stainless Steel Casing 0 LF $200.00 $0 Spacers 23 24-inch Carrier Pipe w/Stainless Steel Casing 0 LF $100.00 $0 Spacers 24 16-inch Carrier Pipe w/Stainless Steel Casing 500 LF $80.00 $40,000 Spacers 25 12-inch Carrier Pipe w/Stainless Steel Casing 0 LF $60.00 $0 Spacers 26 8-inch Carrier Pipe w/Stainless Steel Casing 0 LF $40.00 $0 Spacers 27 2-inch Combination Air Release and Vacuum 1 EA $3,000.00 $3,000 Relief Valve 28 Standard Fire Hydrant 6 EA $1,850.00 $11,100 29 Fire Hydrant Extension 12 LF $150.00 $1,800 30 1-inch Water Service(Type K Copper Tubing) 0 EA $600.00 $0 31 1 1/2-inch Water Service(Type K Copper 0 EA $700.00 $0 Tubing) 32 2-inch Water Service(Type K Copper Tubing) 6 EA $800.00 $4,800 33 1-inch Service Tap to Main 0 EA $700.00 $0 34 1 1/2"Service Tap to Main 0 EA $750.00 $0 35 2-inch Service Tap to Main 6 EA $800.00 $4,800 36 2-inch Temporary Service Line 0 LF $10.00 $0 37 16-inch Ring Connection 0 EA $15,000.00 $0 38 12-inch Ring Connection 0 EA $7,500.00 $0 EXHIBIT"13-413" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn & Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase A-2 Water Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Phase A-2 Water Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Cost 39 Pressure Reducing Valve Station 0 EA $50,000.00 $0 40 DI Pipe Fittings 45 TN $3,000.00 $135,000 41 Class"A"Standard Meter Box 0 EA $500.00 $0 42 Class"B"Standard Meter Box 0 EA $600.00 $0 43 Remove and Salvage Existing Fire Hydrant 0 EA $500.00 $0 44 Abandonment of Gate Valve 0 EA $750.00 $0 45 Cut and Plug Existing Water Mains 0 EA $2,000.00 $0 46 Water Sampling Station 0 EA $2,000.00 $0 47 Concrete Encasement 0 LF $40.00 $0 48 Trench Safety 5,700 LF $1.75 $9,975 49 4"Concrete Sidewalk Replacement 0 SY $50.00 $0 50 6"Driveway Replacement 0 SY $70.00 $0 51 Permanent Pavement Repair-Concrete Base 0 LF $50.00 $0 with Asphalt Overlay 52 Permanent Asphalt Pavement Repair 0 LF $35.00 $0 53 Permanent Concrete Pavement Repair 250 SY $50.00 $12,500 54 Concrete Curb and Gutter Removal and 0 LF $30.00 $0 Replacement 55 Crushed Limestone for Miscellaneous 10 CY $15.00 $150 Placement 56 10 CY $30.00 $300 Class B Concrete for Miscellaneous Placement 57 10 CY $30.00 $300 Class E Concrete for Miscellaneous Placement 58 Preconstruction Exploratory Excavation (D- 0 EA $1,000.00 $0 Hole) 59 Replace Existing Concrete Valley Gutter 0 SY $50.00 $0 60 Grass Seeding 0 LF $2.00 $0 61 6"Blowoff with 6"Gate Valve and Access 0 EA $5,000.00 $0 Manhole Basis for Cost Projection: Subtotal: $817,125 ❑r No Design Completed Conting. %,+/- 10 $82,875 ❑ Preliminary Design Total $900,000 ❑ Final Design This total does not reflect engineering or technical services. EXHIBIT"B-4B" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No. 00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase A-2 Sanitary Sewer Prepared By: CTD KHA No.: 061018OXX Checked By. GAG Title: Phase A-2 Sanitary Sewer Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Item Cost 1 36"Sanitary Sewer 0 LF $120.00 $0 2 30"Sanitary Sewer 5,400 LF $105.00 $567,000 3 27"Sanitary Sewer 0 LF $90.00 $0 4 24"Sanitary Sewer 0 LF $85.00 $0 5 18"Sanitary Sewer 0 LF $80.00 $0 6 15"Sanitary Sewer 0 LF $70.00 $0 7 12"Sanitary Sewer 0 LF $50.00 $0 8 10"Sanitary Sewer 0 LF $45.00 $0 9 8"Sanitary Sewer(Services) 500 LF $40.00 $20,000 10 54-inch Steel Casing By Open Cut 0 LF $400.00 $0 11 48-inch Steel Casing By Open Cut 1,000 LF $350.00 $350,000 12 42-inch Steel Casing By Open Cut 0 LF $250.00 $0 13 42-inch Bore and Steel Casing 0 LF $350.00 $0 14 36-inch Steel Casing By Open Cut 0 LF $200.00 $0 15 36-inch Bore and Steel Casing 0 LF $350.00 $0 16 30-inch Steel Casing By Open Cut 0 LF $150.00 $0 17 24-inch Steel Casing By Open Cut 0 LF $125.00 $0 18 18-inch Steel Casing By Open Cut 0 LF $90.00 $0 19 18-inch Bore and Steel Casing 0 LF $300.00 $0 20 36-inch Carrier Pipe w/Stainless Steel Casing 0 LF $90.00 $0 Spacers 21 30-inch Carrier Pipe w/Stainless Steel Casing 1,000 LF $85.00 $85,000 Spacers 22 27-inch Carrier Pipe w/Stainless Steel Casing 0 LF $80.00 $0 Spacers 23 24-inch Carrier Pipe w/Stainless Steel Casing 0 LF $75.00 $0 Spacers 24 18-inch Carrier Pipe w/Stainless Steel Casing 0 LF $70.00 $0 Spacers 25 15-inch Carrier Pipe w/Stainless Steel Casing 0 LF $55.00 $0 Spacers 26 12-inch Carrier Pipe w/Stainless Steel Casing 0 LF $45.00 $0 Spacers 27 10-inch Carrier Pipe w/Stainless Steel Casing 0 LF $40.00 $0 Spacers 28 8-inch Carrier Pipe w/Stainless Steel Casing 0 LF $35.00 $0 Spacers 29 4"Sanitary Sewer Service 0 LF $30.00 $0 30 4"Sanitary Sewer Service Tap 0 EA $325.00 $0 31 5-Sided Manhole and Connection to Existing 1 EA $20,000.00 $20,000 Sanitary Sewer 32 Modified 5'Diameter Type"A"Sanitary Sewer 12 EA $5,000.00 $6^^00 Manhole to 6'Depth ^o 33 4'Diameter Standard Sanitary Sewer Manhole to 12 EA $2,000.00 $24,000 �Q 1 6'Depth =?i�n`i 34 Added Depth Over 6'for Modified 5'Diameter 120 VF $750.00 $90,000 il% n Type"A"Sanitary Sewer Manhole �� �(, EXHIBIT"13-413" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase A-2 Sanitary Sewer Prepared By: CTD KHA No.: 06101 80X Checked By: GAG Title: Phase A-2 Sanitary Sewer Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Item Cost 35 Added Depth Over 6'for Standard 4'Diameter 120 VF $500.00 $60,000 Sanitary Sewer Manhole 36 Concrete Collar for Sanitary Sewer Manhole 24 EA $500.00 $12,000 37 Watertight Inserts for Sanitary Sewer Manhole 24 EA $50.00 $1,200 38 Remove Existing Sanitary Sewer Manhole 2 EA $500.00 $1,000 39 Cut and Plug Existing Sanitary Sewer Main 0 EA $500.00 $0 40 Concrete Encasement 0 LF $40.00 $0 41 8"DI (Class 51)Water Pipe 0 LF $100.00 $0 42 6"DI (Class 51)Water Pipe 0 LF $90.00 $0 43 DI Pipe Fittings 0 TN $3,000.00 $0 44 Trench Safety 6,900 LF $1.75 $12,075 45 Permanent Pavement Repair-Concrete Base with 0 LF $50.00 $0 Asphalt Overlay 46 Permanent Asphalt Pavement Repair 0 LF $35.00 $0 47 Permanent Concrete Pavement Repair 2,300 SY $50.00 $115,000 48 Remove Existing Concrete Valley Gutter 0 SY $20.00 $0 49 Replace Existing Concrete Valley Gutter 0 SY $50.00 $0 50 4" Concrete Sidewalk Replacement 0 SY $50.00 $0 51 6"Concrete Driveway Replacement 0 SY $70.00 $0 52 Concrete Curb and Gutter Replacement 1,000 LF $30.00 $30,000 53 Pre-construction Cleaning and TV Inspection of 0 LF $3.50 $0 Existing Sanitary Sewer To Be Abandoned 54 Post-construction Cleaning and TV Inspection of 6,900 LF $2.50 $17,250 New Sanitary Sewer 55 Vacuum Test New Sanitary Sewer Manhole 24 EA $200.00 $4,800 56 Class'B'Concrete for Miscellaneous Placement 10 CY $30.00 $300 57 Class'E'Concrete for Miscellaneous Placement 10 CY $30.00 $300 58 Crushed Limestone for Miscellaneous Placement 10 CY $15.00 $150 59 Pre-construction Exploratory Excavation (D-Hole) 2 EA $1,000.00 $2,000 60 Grass Seeding 800 LF $2.00 $1,600 11 61 1 Bypass Pumping 21 EA 1 $10,000.00 $20,000 Basis for Cost Projection: Subtotal: $1,493,675 Q No Design Completed Conting. (%,+/-) 10 IL $206,325 ❑ Preliminary Design Total: $1,700,000 ❑ Final Design This total does not reflect engineering or technical services. EXHIBIT"B-4C" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST CityProject No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase B-1 Water Prepared By: CTD KHA No.: 061018OXX Checked BY: GAG Title: Phase B-1 Water Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Cost 1 36-inch Concrete Water Pipe 0 LF $125.00 $0 2 24-inch Concrete Water Pipe 0 LF $95.00 $0 3 16-inch Class 51 DI Water Pipe 0 LF $70.00 $0 4 16-inch Concrete Water Pipe 1,800 LF $70.00 $126,000 5 12-inch PVC C-900 DR-14 Water Pipe 0 LF $50.00 $0 6 12-inch Class 51 DI Water Pipe 0 LF $50.00 $0 7 8-inch PVC C-900 DR-14 Water Pipe 200 LF $40.00 $8,000 8 6-inch PVC C-900 DR-14 Water Pipe 0 LF $30.00 $0 9 4-inch PVC C-900 DR-14 Water Pipe 0 LF $30.00 $0 10 36-inch Gate Valve and Vault 0 EA $40,000.00 $0 11 16-inch Gate Valve and Vault 1 EA $14,000.00 $14,000 12 12-inch Gate Valve and Box 0 EA $1,500.00 $0 13 8-inch Gate Valve and Box 4 EA $1,200.00 $4,800 14 6-inch Gate Valve and Box 3 EA $800.00 $2,400 15 4-inch Gate Valve and Box 0 EA $500.00 $0 16 Salvage Existing Gate Valve 16"and Larger 0 EA $2,500.00 $0 17 60-inch Steel Casing By Open Cut 0 LF $400.00 $0 18 42-inch Steel Casing By Open Cut 0 LF $250.00 $0 19 30-inch Steel Casing By Open Cut 0 LF $250.00 $0 20 24-inch Bore and Steel Casing 0 LF $300.00 $0 21 24-inch Steel Casing By Open Cut 0 LF $200.00 $0 22 36-inch Carrier Pipe w/Stainless Steel Casing 0 LF $200.00 $0 Spacers 23 24-inch Carrier Pipe w/Stainless Steel Casing 0 LF $100.00 $0 Spacers 24 16-inch Carrier Pipe w/Stainless Steel Casing 0 LF $80.00 $0 Spacers 25 12-inch Carrier Pipe w/Stainless Steel Casing 0 LF $60.00 $0 Spacers 26 8-inch Carrier Pipe w/Stainless Steel Casing 0 LF $40.00 $0 Spacers 27 2-inch Combination Air Release and Vacuum 1 EA $3,000.00 $3,000 Relief Valve 28 Standard Fire Hydrant 3 EA $1,850.00 $5,550 29 Fire Hydrant Extension 9 LF $150.00 $1,350 30 1-inch Water Service(Type K Copper Tubing) 0 EA $600.00 $0 31 1 1/2-inch Water Service(Type K Copper 0 EA $700.00 $0 Tubing) 32 2-inch Water Service(Type K Copper Tubing) 2 EA $800.00 $1,600 33 1-inch Service Tap to Main 0 EA $700.00 $0 34 1 1/2"Service Tap to Main 0 EA $750.00 $0 35 2-inch Service Tap to Main 2 EA $800.00 $1,600 36 2-inch Temporary Service Line 0 LF $10.00 $0 37 16-inch Ring Connection 0 EA $15,000.00 $0 38 12-inch Ring Connection 0 EA $7,500.00 $0 EXHIBIT"B-4C" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST CityProject No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase B-1 Water Prepared By: CTD KHA No.: 061018OXX Checked By: GAG itle: Phase B-1 Water Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Cost 39 Pressure Reducing Valve Station 0 EA $50,000.00 $0 40 DI Pipe Fittings 15 TN $3,000.00 $45,000 41 Class"A"Standard Meter Box 0 EA $500.00 $0 42 Class"B"Standard Meter Box 0 EA $600.00 $0 43 Remove and Salvage Existing Fire Hydrant 0 EA $500.00 $0 44 Abandonment of Gate Valve 0 EA $750.00 $0 45 Cut and Plug Existing Water Mains 0 EA $2,000.00 $0 46 Water Sampling Station 0 EA $2,000.00 $0 47 Concrete Encasement 0 LF $40.00 $0 48 Trench Safety 1,800 LF $1.75 $3,150 49 4"Concrete Sidewalk Replacement 0. SY $50.00 $0 50 6"Driveway Replacement 0 SY $70.00 $0 51 Permanent Pavement Repair-Concrete Base 0 LF $50.00 $0 with Asphalt Overlay 52 Permanent Asphalt Pavement Repair 0 LF $35.00 $0 53 Permanent Concrete Pavement Repair 0 SY $50.00 $0 54 Concrete Curb and Gutter Removal and 0 LF $30.00 $0 Replacement 55 Crushed Limestone for Miscellaneous 10 CY $15.00 $150 Placement 56 10 CY $30.00 $300 Class B Concrete for Miscellaneous Placement 57 10 CY $30.00 $300 Class E Concrete for Miscellaneous Placement 58 Preconstruction Exploratory Excavation(D- 0 EA $1,000.00 $0 Hole) 59 Replace Existing Concrete Valley Gutter 0 SY $50.00 $0 60 Grass Seeding 0 LF $2.00 $0 61 6"Blowoff'with 6"Gate Valve and Access 0 EA $5,000.00 $0 Manhole Basis for Cost Projection: Subtotal: $217,200 No Design Completed Contin %,+/- 10 $82,800 ❑ Preliminary Design Total $300,000 ❑ Final Design This total does not reflect engineering or technical services. EXHIBIT"B-4C" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3122/2005 Project: Stonegate&Arborlawn Phase B-1 Sanitary Sewer Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Phase B-1 Sanitag Sewer Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Item Cost 1 36"Sanitary Sewer 0 LF $120.00 $0 2 30"Sanitary Sewer 0 LF $105.00 $0 3 27"Sanitary Sewer 0 LF $90.00 $0 4 24"Sanitary Sewer 0 LF $85.00 $0 5 18"Sanitary Sewer 0 LF $80.00 $0 6 15"Sanitary Sewer 0 LF $70.00 $0 7 12"Sanitary Sewer 1,300 LF $50.00 $65,000 8 10"Sanitary Sewer 0 LF $45.00 $0 9 8"Sanitary Sewer(Services) 0 LF $40.00 $0 10 54-inch Steel Casing By Open Cut 0 LF $400.00 $0 11 48-inch Steel Casing By Open Cut 0 LF $350.00 $0 12 42-inch Steel Casing By Open Cut 0 LF $250.00 $0 13 42-inch Bore and Steel Casing 0 LF $350.00 $0 14 36-inch Steel Casing By Open Cut 0 LF $200.00 $0 15 36-inch Bore and Steel Casing 0 LF $350.00 $0 16 30-inch Steel Casing By Open Cut 0 LF $150.00 $0 17 24-inch Steel Casing By Open Cut 0 LF $125.00 $0 18 18-inch Steel Casing By Open Cut 0 LF $90.00 $0 19 18-inch Bore and Steel Casing 0 LF $300.00 $0 20 36-inch Carrier Pipe w/Stainless Steel Casing 0 LF $90.00 $0 Spacers 21 30-inch Carrier Pipe w/Stainless Steel Casing 0 LF $85.00 $0 Spacers 22 27-inch Carrier Pipe w/Stainless Steel Casing 0 LF $80.00 $0 Spacers 23 24-inch Carrier Pipe w/Stainless Steel Casing 0 LF $75.00 $0 Spacers 24 18-inch Carrier Pipe w/Stainless Steel Casing 0 LF $70.00 $0 Spacers 25 15-inch Carrier Pipe w/Stainless Steel Casing 0 LF $55.00 $0 Spacers 26 12-inch Carrier Pipe w/Stainless Steel Casing 0 LF $45.00 $0 Spacers 27 10-inch Carrier Pipe w/Stainless Steel Casing 0 LF $40.00 $0 Spacers 28 8-inch Carrier Pipe w/Stainless Steel Casing 0 LF $35.00 $0 Spacers 29 4"Sanitary Sewer Service 0 LF $30.00 $0 30 4"Sanitary Sewer Service Tap 0 EA $325.00 $0 31 5-Sided Manhole and Connection to Existing 0 EA $20,000.00 $0 Sanitary Sewer 32 Modified 5'Diameter Type"A"Sanitary Sewer 0 EA $5,000.00 $0 Manhole to 6'Depth 33 4'Diameter Standard Sanitary Sewer Manhole to 4 EA $2,000.00 $8,000 110 6'Depth ��11 34 Added Depth Over 6'for Modified 5'Diameter 0 VF $750.00 �� �.. Type"A"Sanitary Sewer Manhole �� EXHIBIT"B-4C" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No. 00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase B-1 Sanitary Sewer Prepared By: CTD KHA No.: 06101 80X Checked By: GAG Title: Phase B-1 Sanitary Sewer Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Item Cost 35 Added Depth Over 6'for Standard 4'Diameter 40 VF $500.00 $20,000 Sanitary Sewer Manhole 36 Concrete Collar for Sanitary Sewer Manhole 4 EA $500.00 $2,000 37 Watertight Inserts for Sanitary Sewer Manhole 4 EA $50.00 $200 38 Remove Existing Sanitary Sewer Manhole 0 EA $500.00 $0 39 Cut and Plug Existing Sanitary Sewer Main 0 EA $500.00 $0 40 Concrete Encasement 0 LF $40.00 $0 41 8"DI (Class 51)Water Pipe 0 LF $100.00 $0 42 6"DI (Class 51)Water Pipe 0 LF $90.00 $0 43 DI Pipe Fittings 0 TN $3,000.00 $0 44 Trench Safety 1,300 LF $1.75 $2,275 45 Permanent Pavement Repair-Concrete Base with 0 LF $50.00 $0 Asphalt Overlay 46 Permanent Asphalt Pavement Repair 0 LF $35.00 $0 47 Permanent Concrete Pavement Repair 0 SY $50.00 $0 48 Remove Existing Concrete Valley Gutter 0 SY $20.00 $0 49 Replace Existing Concrete Valley Gutter 0 SY $50.00 $0 50 4"Concrete Sidewalk Replacement 0 SY $50.00 $0 51 6"Concrete Driveway Replacement 0 SY $70.00 $0 52 Concrete Curb and Gutter Replacement 0 LF $30.00 $0 53 Pre-construction Cleaning and TV Inspection of 0 LF $3.50 $0 Existing Sanitary Sewer To Be Abandoned 54 Post-construction Cleaning and TV Inspection of 1,300 LF $2.50 $3,250 New Sanitary Sewer 55 Vacuum Test New Sanitary Sewer Manhole 4 EA $200.00 $800 56 Class'B'Concrete for Miscellaneous Placement 10 CY $30.00 $300 57 Class'E'Concrete for Miscellaneous Placement 10 CY $30.00 $300 58 Crushed Limestone for Miscellaneous Placement 10 CY $15.00 $150 59 Pre-construction Exploratory Excavation(D-Hole) 2 EA $1,000.00 $2,000 60 Grass Seeding 0 LF $8.00 $0 61 l Bypass Pumping 01 EA 1 $10,000.00 $0 Basis for Cost Projection: Subtotal: $104,275 Q No Design Completed Conting. (°lo,+/-) 10 $95,725 ❑ Preliminary Design Total: $200,000 ❑ Final Design This total does not reflect engineering or technical services. EXHIBIT"6-413" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase B-2 Water Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Phase B-2 Water Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Cost 1 36-inch Concrete Water Pipe 0 LF $125.00 $0 2 24-inch Concrete Water Pipe 0 LF $95.00 $0 3 16-inch Class 51 Dl Water Pipe 0 LF $70.00 $0 4 16-inch Concrete Water Pipe 1,100 LF $70.00 $77,000 5 12-inch PVC C-900 DR-14 Water Pipe 0 LF $50.00 $0 6 12-inch Class 51 DI Water Pipe 0 LF $50.00 $0 7 8-inch PVC C-900 DR-14 Water Pipe 200 LF $40.00 $8,000 8 6-inch PVC C-900 DR-14 Water Pipe 0 LF $30.00 $0 9 4-inch PVC C-900 DR-14 Water Pipe 0 LF $30.00 $0 10 36-inch Gate Valve and Vault 0 EA $40,000.00 $0 11 16-inch Gate Valve and Vault 2 EA $14,000.00 $28,000 12 12-inch Gate Valve and Box 0 EA $1,500.00 $0 13 8-inch Gate Valve and Box 2 EA $1,200.00 $2,400 14 6-inch Gate Valve and Box 3 EA $800.00 $2,400 15 4-inch Gate Valve and Box 0 EA $500.00 $0 16 Salvage Existing Gate Valve 16"and Larger 0 EA $2,500.00 $0 17 60-inch Steel Casing By Open Cut 0 LF $400.00 $0 18 42-inch Steel Casing By Open Cut 0 LF $250.00 $0 19 30-inch Steel Casing By Open Cut 600 LF $250.00 $150,000 20 24-inch Bore and Steel Casing 0 LF $300.00 $0 21 24-inch Steel Casing By Open Cut 0 LF $200.00 $0 22 36-inch Carrier Pipe w/Stainless Steel Casing 0 LF $150.00 $0 Spacers 23 24-inch Carrier Pipe w/Stainless Steel Casing 0 LF $90.00 $0 Spacers 24 16-inch Carrier Pipe w/Stainless Steel Casing 600 LF $60.00 $36,000 Spacers 25 12-inch Carrier Pipe w/Stainless Steel Casing 0 LF $45.00 $0 Spacers 26 8-inch Carrier Pipe w/Stainless Steel Casing 0 LF $30.00 $0 Spacers 27 2-inch Combination Air Release and Vacuum 0 EA $3,000.00 $0 Relief Valve 28 Standard Fire Hydrant 3 EA $1,850.00 $5,550 29 Fire Hydrant Extension 9 LF $150.00 $1,350 30 1-inch Water Service(Type K Copper Tubing) 0 EA $600.00 $0 31 1 1/2-inch Water Service(Type K Copper 0 EA $700.00 $0 Tubing) 32 2-inch Water Service(Type K Copper Tubing) 3 EA $800.00 $2,400 33 1-inch Service Tap to Main 0 EA $700.00 $0 34 1 1/2"Service Tap to Main 0 EA $750.00 $0 35 2-inch Service Tap to Main 3 EA $800.00 $2,400 36 2-inch Temporary Service Line 0 LF $10.00 $0 37 16-inch Ring Connection 0 EA $15,000.00 $0 38 12-inch Ring Connection 0 EA $7,500.00 $0 EXHIBIT"13-41)" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase B-2 Water Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Phase B-2 Water Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Cost 39 Pressure Reducing Valve Station 0 EA $50,000.00 $0 40 DI Pipe Fittings 15 TN $3,000.00 $45,000 41 Class"A"Standard Meter Box 0 EA $500.00 $0 42 Class"B"Standard Meter Box 0 EA $600.00 $0 43 Remove and Salvage Existing Fire Hydrant 0 EA $500.00 $0 44 Abandonment of Gate Valve 0 EA $750.00 $0 45 Cut and Plug Existing Water Mains 0 EA $2,000.00 $0 46 Water Sampling Station 0 EA $2,000.00 $0 47 Concrete Encasement 0 LF $40.00 $0 48 Trench Safety 1,100 LF $1.75 $1,925 49 4"Concrete Sidewalk Replacement 0 SY $50.00 $0 50 6"Driveway Replacement 0 SY $70.00 $0 51 Permanent Pavement Repair-Concrete Base 0 LF $50.00 $0 with Asphalt Overlay 52 Permanent Asphalt Pavement Repair 0 LF $35.00 $0 53 Permanent Concrete Pavement Repair 0 SY $50.00 $0 54 Concrete Curb and Gutter Removal and 0 LF $30.00 $0 Replacement 55 Crushed Limestone for Miscellaneous 10 CY $15.00 $150 Placement 56 10 CY $30.00 $300 Class B Concrete for Miscellaneous Placement 57 10 CY $30.00 $300 Class E Concrete for Miscellaneous Placement 58 Preconstruction Exploratory Excavation(D- 0 EA $1,000.00 $0 Hole) 59 Replace Existing Concrete Valley Gutter 0 SY $50.00 $0 60 Grass Sodding 0 LF $2.00 $0 61 6"Blowoff with 6"Gate Valve and Access 0 EA $5,000.00 $0 Manhole Basis for Cost Projection: Subtotal: $363,175 FZI No Design Completed Conting. (%,+/-) 10 $36,825 ❑ Preliminary Design ITotal $400,000 ❑ Final Design This total does not reflect engineering or technical services. EXHIBIT"B-41)" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase B-2 Sanitary Sewer Prepared By: CTD KHA No.: 061018OXX Checked By: GAG Title: Phase B-2 Sanitary Sewer Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Item Cost 1 36"Sanitary Sewer 0 LF $120.00 $0 2 30"Sanitary Sewer 0 LF $105.00 $0 3 27"Sanitary Sewer 0 LF $90.00 $0 4 24"Sanitary Sewer 0 LF $85.00 $0 5 18"Sanitary Sewer 0 LF $80.00 $0 6 15"Sanitary Sewer 0 LF $70.00 $0 7 12"Sanitary Sewer 1,100 LF $50.00 $55,000 8 10"Sanitary Sewer 0 LF $45.00 $0 9 8"Sanitary Sewer(Services) 0 LF $40.00 $0 10 54-inch Steel Casing By Open Cut 0 LF $400.00 $0 11 48-inch Steel Casing By Open Cut 0 LF $350.00 $0 12 42-inch Steel Casing By Open Cut 0 LF $250.00 $0 13 42-inch Bore and Steel Casing 0 LF $350.00 $0 14 36-inch Steel Casing By Open Cut 0 LF $200.00 $0 15 36-inch Bore and Steel Casing 0 LF $350.00 $0 16 30-inch Steel Casing By Open Cut 0 LF $150.00 $0 17 24-inch Steel Casing By Open Cut 600 LF $125.00 $75,000 18 18-inch Steel Casing By Open Cut 0 LF $90.00 $0 19 18-inch Bore and Steel Casing 0 LF $300.00 $0 20 36-inch Carrier Pipe w/Stainless Steel Casing 0 LF $90.00 $0 Spacers 21 30-inch Carrier Pipe w/Stainless Steel Casing 0 LF $85.00 $0 Spacers 22 27-inch Carrier Pipe w/Stainless Steel Casing 0 LF $80.00 $0 Spacers 23 24-inch Carrier Pipe w/Stainless Steel Casing 0 LF $75.00 $0 Spacers 24 18-inch Carrier Pipe w/Stainless Steel Casing 0 LF $70.00 $0 Spacers 25 15-inch Carrier Pipe w/Stainless Steel Casing 0 LF $55.00 $0 Spacers 26 12-inch Carrier Pipe w/Stainless Steel Casing 600 LF $45.00 $27,000 Spacers 27 10-inch Carrier Pipe w/Stainless Steel Casing 0 LF $40.00 $0 Spacers 28 8-inch Carrier Pipe w/Stainless Steel Casing 0 LF $35.00 $0 Spacers 29 4"Sanitary Sewer Service 0 LF $30.00 $0 30 4"Sanitary Sewer Service Tap 0 EA $325.00 $0 31 5-Sided Manhole and Connection to Existing 0 EA $20,000.00 $0 Sanitary Sewer 32 Modified 5'Diameter Type"A"Sanitary Sewer 0 EA $5,000.00 $0 Manhole to 6'Depth 33 4'Diameter Standard Sanitary Sewer Manhole to 6 EA $2,000.00 $12,000 6'Depth 34 Added Depth Over 6'for Modified 5'Diameter 0 VF $750.00 $0 Type"A"Sanitary Sewer Manhole EXHIBIT"B-4D" (SUPPLEMENT TO ATTACHMENT B) OPINION OF PROBABLE CONSTRUCTION COST City Project No.00107 Kimley-Horn &Associates, Inc. Opinion of Probable Construction Cost Client: City of Fort Worth Date: 3/22/2005 Project: Stonegate&Arborlawn Phase B-2 Sanitary Sewer Prepared By: CTD KHA No.: 06101 BOXX Checked By: GAG Title: Phase B-2 Sanitary Sewer Summary Sheet Sheet: 1 of 2 Item No. Item Description Quantity Unit Unit Price Item Cost 35 Added Depth Over 6'for Standard 4'Diameter 60 VF $500.00 $30,000 Sanitary Sewer Manhole 36 Concrete Collar for Sanitary Sewer Manhole 6 EA $500.00 $3,000 37 Watertight Inserts for Sanitary Sewer Manhole 6 EA $50.00 $300 38 Remove Existing Sanitary Sewer Manhole 0 EA $500.00 $0 39 Cut and Plug Existing Sanitary Sewer Main 0 EA $500.00 $0 40 Concrete Encasement 0 LF $40.00 $0 41 8"DI (Class 51)Water Pipe 0 LF $100.00 $0 42 6"DI (Class 51)Water Pipe 0 LF $90.00 $0 43 DI Pipe Fittings 0 TN $3,000.00 $0 44 Trench Safety 1,100 LF $1.75 $1,925 45 Permanent Pavement Repair-Concrete Base with 0 LF $50.00 $0 Asphalt Overlay 46 Permanent Asphalt Pavement Repair 0 LF $35.00 $0 47 Permanent Concrete Pavement Repair 0 SY $50.00 $0 48 Remove Existing Concrete Valley Gutter 0 SY $20.00 $0 49 Replace Existing Concrete Valley Gutter 0 SY $50.00 $0 50 4"Concrete Sidewalk Replacement 0 SY $50.00 $0 51 6"Concrete Driveway Replacement 0 SY $70.00 $0 52 Concrete Curb and Gutter Replacement 0 LF $30.00 $0 53 Pre-construction Cleaning and TV Inspection of 0 LF $3.50 $0 Existing Sanitary Sewer To Be Abandoned 54 Post-construction Cleaning and TV Inspection of 1,700 LF $2.50 $4,250 New Sanitary Sewer 55 Vacuum Test New Sanitary Sewer Manhole 6 EA $200.00 $1,200 56 Class'B'Concrete for Miscellaneous Placement 10 CY $30.00 $300 57 Class'E'Concrete for Miscellaneous Placement 10 CY $30.00 $300 58 Crushed Limestone for Miscellaneous Placement 10 CY $15.00 $150 59 Pre-construction Exploratory Excavation(D-Hole) 2 EA $1,000.00 $2,000 60 Grass Seeding 0 LF $8.00 $0 11 61 1 Bypass Pumping 01 EA 1 $10,000.00 1 $0 Basis for Cost Projection: Subtotal. $212,425 Q No Design Completed Conting. (%,+/-) 10 1E $87,575 ❑ Preliminary Design Total: $300,000 ❑ Final Design This total does not reflect engineering or technical services. ATTACHMENT C CHANGES AND AMENDMENTS TO STANDARD AGREEMENT Water and Sanitary Sewer Extensions For Stonegate and Arborlawn City Project No. 00107 There are no changes or amendments to the Standard Agreement. t N_ •C LL 3 V � Q N C O w R _ L LL� 1� Z W0 Ln Ln CO Ln CO Ln 0 0 0 0 CO CO r` W � \ \ N C10\ \ \ \ \ \ \ \ N r L� co CO O O N O 00 O 00 CO N lf') N Ln O CO CO M O M O M 00 MO � r` O r` O O C 0 0 0 C) 0 0 0 0 0 C) 0 0 0 V C C C C C C C 'O Q) 'D .` Q) "O Q W Q Q = O ? -p Ln0 0 0 0 co Ln Ln co r-_ 0 0 0 Ln co co 0 = m o C) C) C) 0 0 C) C) 0 0 C) 0 0 0 0 0 CO r` r` O M M N N N N Ln Ln CO r` M CO O O N N O O O O O O N N O N X U O �' Ln Ln Ln CO CO CO CO CO CO CO r` r` O O r-- 0 W ~ Cl) iO O O O O O o O O O O O o O Z a L N C a) 0 3 3 3 3 3 3 3 a) a) - 3 C "O d O 3 a r t t C t C C 7 7 Q) C O a) W V J LA fq N N y � N N N v7 y y y y !A aa. O O LU (6 LO fII (0 N LO LO N LO LU N td N L� r+ O r` O CO CO 00 00 CO Ln r` CO (N i 04 O(o CO CO 'IT 'IT N 00 00 M cnc y cmC (1) C � O w d c CD E C C3 IC 4 c N (n Z UCD o (A c _c ._ m co U C V O a) c �p O Q) C a a) o a) w m U p m o m Q a) 2 cc >1 a m c o w C m ° v im °� m e •N o - p c t � '" a) (D E c La E U W 70 'a) Q U N p C U C2)�I�''ti tr�a, �giJ^p)er, p C Q' Z p U) C Q- C Co p l'�i;1_ Zi 0 ol I Q- ILI Fn 1 U r �G�o Zai R zWud74 U '#• ♦ ,, `# * * ESQ~i o�v► ♦ � �t z / � 4w Pddn s ! MEOW-=-"_tea i Almre Ab 1 ! " � iff i 4 r C1Y, a' C 3 V w Cl 0 w v c a co CL a` Mf i ■ 1 oa �11 u i 5 1� ■ a►f � 44 ��� �"pia '�� ��� ••� ',���' •�i +� o r • 4A r-sr AN 1' : b 3 N o� K to to z IF9 f T 7 � + co y mE p C3 •..� i mac.._.....; i,`7 `v �•l �mac:�. ,} F`.+'+T•r ;.,- /,g". �''-� "��'' •T, �' •�� T �'• / w N w �d %'till � N .h it i. a i •t � - "., �=� Iih. i \ 1 Y s •"•t t l / I .j gY.s.�r M F- .._ 9 AL, ry i , ' i 0-0 ; >...—. ?i. �� L .' -_................ -_ - __ __ s. O _ n e i e" , Al 1 _ t_i __�I....�_iii..._-<y...�—ii i- - r' yiY '•� •�"fi' }, L l- ro Lij ` 1 < .. :•__ a.a yy{ .. f { i . . . . - .. _ Tss n 1 . r.. e, ) I �_ f �x <' :w 3f X m ..._..?;.Ty`_' ;...:?..._<S ^fix:: �•.. `\ In j. . e: /u`� . i. NFAM g __ -- Aag W - F SCALE: 1"=600' v PROPOSED WATER LINE r v 'ul � ' PHASE B-1 , PHASE . - FUTURE ARBORLAWN i i h - - it \ ,<<: ". TOLL PLAZA 3 _ .t i \ 'zzf4 PROPOSED --RK*iT OF WAY f I V. �R,ti-'• "\ ''`' �R� '� j�: TOLL PLAZA a., H. - , 7 1 L_ YY � S A) Y \ t?' All ,.. 1" 1 k DATE: MAR. zoos C_❑ Klmley-Horn DESIGN: CTD City of Fort Worth WATER LINEand Associates,Inc. DRAWN: CMB Water and Sanitary Sewer 601 Chmy St..Sufte 1025 Ft.worth,r% 76102 617-335-6511 E- lA CHECKED GAG Extensions for Stonegate RELOCATIONS N� R-i-i- Date KHA NO.: 061019OXX and Arborlawn ARBORLAWN "" .......... ........... ...... --------------------- t tg V, Y - --------- Vw� ............. , tfT 4', -TT U) N i ji LL' F— P=: Lj O:f LLJ 00 —J F— LLJ ............... LLJ V) Ilk ....................... ........... ............. ..........2 4 .................... . .......... C4 RIF`! 8 V" 'rdl ............................. V) Q) .. .... 0 ... ...... ...... ............ o 0-0 N. . ....... L LL V) 4-- - a,� i r tt i ,\ 0 � �—p ...... ..... Q) Q) IZ) x LLJ -7d -Jpzj, !If —;q. ..... ....... w .......7 ..... E, 1, I E ...... X T. Ul • f. ki ter, .......... "LL iF ................. xar .. ........ ..................................... .......... LLI t_ ' / b , SCALE: 1-=600' .. 120.\: y 1 :^•. 1 -`;,-'�I�,...- � y c.moi`• x •,:.,�"j_.._t _„t:J • ' PROPOSED SANITARY SE ER LI w.- t ..moi 4 PHASE B-1 . PHASE i; ................. 7= u; FUTURE ARBORLAWi 'SII 1 ,RU%:'.,;YG m: \...............i i $Y' ' TOLL PLAZAv� \�tY .......................--.-................. ..._._._....._-_._- .. ,s .................. ...._. _.. M:MIRE F. t P - PROPOS SH 121 I J^tOF WAY - s `.- \\ �v u, .' c:^ �.Ifr f i is i f f " -700 UL ..-......... n I , / DATE: MAR. 2005 CI}v Kimley-Horn of Fort Worth DESIGN: CTO lJ SEWER LINE ©�� and Associates,Inc. DRAWN: CMB Water and Sanitary Sewer 601 O1my St.,Suite 1025 Ft.Wath:TX 76102 617-355-6511 E-2A CHECKED: GAG Extensions for Stonegate RELOCATIONS Revision Date9 KHA NO.: 061018°XX and Arborlown ARBORLAWN FILE n,I PLOT o.E 0 a a N� O Z O y Q C_ a N i 1 W o� � N ti N O O CC 0 O Q E W p z W Z Q W 0 Z T W U _ _ m ~ I. 4 E ._.....,.,..._._.._,._._.,..._,,,._....___,__ ........_........__....,._._..,,_.......,___....,._ .. . .. .. ... d u N� O - a - p to c � E (u °o c 'c IT N j O a ani v ! m o E' � E o z � � (c I� ,Z � � a E is a` p �_ •• �d c ;a ii m U aO 1 K�N 1 Vi v City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 5/3/2005 DATE: Tuesday, May 03, 2005 LOG NAME: 30STNGATE00107 REFERENCE NO.: **C-20699 SUBJECT: Authorize Execution of Engineering Agreement with Kimley-Horn and Associates, Inc. for Water and Sanitary Sewer Extensions for Stonegate and Arborlawh (City Project No. 00107) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute an engineering agreement with Kimley-Horn and Associates, Inc. in the amount of$397,580 for Water and Sanitary Sewer Extensions for Stonegate and Arborlawn. DISCUSSION: On December 7, 2004, (M&C C-20437), the City Council authorized the City Manager to execute an infrastructure development agreement between the City and Edward Geren Limited, subject to non-material changes that may be agreed to between both parties prior to execution, relating to the construction of State Highway 121-T. The infrastructure agreement provides for water, sewer, paving and drainage improvements as part of the construction of Stonegate Boulevard from Hulen Street to Bryant Irvin Road, Arborlawn from International Parkway to Bryant Irvin Road and Bellaire Drive from its current terminus to Arborlawn Drive. The water and sanitary sewer extensions proposed under this project are contiguous to the water and sanitary sewer relocations for SH-121T Southwest Parkway Part 2, from Hulen Street to Alta Mesa Boulevard (12TP2). In order to properly coordinate the design and management of both projects, City staff recommends that Kimley-Hom &Associates, Inc., the design consultant for the 12TP2 project, perform the design services for this project. Kimley-Horn and Associates, Inc. proposes to perform the necessary design work for a lump sum fee of $397,580. City staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amountm, $76,000 (water: $31,050 and sewer: $44,950) is required for project management by the Engineering Department. Kimley-Horn and Associates, Inc. is in compliance with the City's M/WBE Ordinance by committing to 12% M/WBE participation. The City's goal on the project is 12%. This project is located in COUNCIL DISTRICTS 3 and 9, Mapsco 88 and 89. FISCAL INFORMATIONICERTIFICATION: The Finance Director certifies that funds will be available in the current capital budgets, as appropriated, of the Water and Sewer Capital Project Funds. http://www.cfwnet.org/council_packet/Reports/mc_print.asp 5/4/2005 r agc,&vi TO Fund/Account/Centers FROM Fund/Account/Centers 31 $50,869.00 P264 531200 603170010731 31 $101,738.00 P264 531200 603170010732 31 $16,956.00 P264 531200 603170010733 31 $6,737.00 P264 531200 603170010751 31 $63,223.00 P274 531200 703170010731 31 $126,445.00 P274 531200 703170010732 31 $21,074.00 P274 531200 703170010733 31 $10,538.00 P274 531200 703170010751 Submitted for City Manager's Office by. Marc Ott (8476) Originating Department Head: A. Douglas Rademaker(6157) Additional Information Contact: A. Douglas Rademaker(6157) http://www.cfwnet.org/council_packet/Reports/mc_print.asp 5/4/2005