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Contract 37953 (2)
CITY SECRETARY 3-1153 C, °TEACT °�O. CITY OF FORT WORTH, TEXAS COIN,, STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between Corporation (the "ENGINEER"), for a Design Services: 2007 Critical Capital 00995, DOE No. 5918 Scope of Services the City of Fort Worth (the "CITY"), and URS PROJECT generally described as: Engineering Project, Council District 3 — CD 3C: Project No. Article I 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 STAND RD ENGINEERING AGREEME�Nl' (REV 10/06/05) Page 1 20•-- + " '"' �r.w�►r�, rx � ORIGINAL CITY because of such suspension of services. Amendments to Article IV, if any, are included in Attachment C. 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. 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 othenrvise 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 2 of 20 • •: • iILMO (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 STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 3 of 20 maintenance costs, competitive bidding procedures and market conditions; time or quality of performance by third parties; quality, type, management, or direction of operating personnel; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore, the ENGINEER makes no warranty that the CITY's actual PROJECT costs, financial aspects, economic feasibility, or schedules will not vary from the ENGINEER's opinions, analyses, projections, or estimates. G. Construction Progress Payments Recommendations by the ENGINEER to the CITY for periodic construction progress payments to the construction contractor will be based on the ENGINEER's knowledge, information, and belief from selective sampling and observation that the work has progressed to the point indicated. Such recommendations do not represent that continuous or detailed examinations have been made by the ENGINEER to ascertain that the construction contractor has completed the work in exact accordance with the Contract Documents; that the final work will be acceptable in all respects; that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances; or that there are not other matters at issue between the CITY and the construction contractor that affect the amount that should be paid. H. Record Drawings Record drawings, if required, will be prepared, in pars, on the basis of information compiled and furnished by others, and may not always represent the exact location, type of various components, or exact manner in which the PROJECT was finally constructed. The ENGINEER is not responsible for any errors or omissions in the information from others that is incorporated into the record drawings. t. inority and iNoman Business Enterprise (iiil/iiVBE) 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 4 of 20 (1} ENGINEER agrees that the CITY shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to this contract. ENGINEER agrees that the CITY shall have access during normal working hours to all necessary ENGINEER facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that the CITY shall have access during normal working hours to all subconsultant facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (3)hereof. CITY shall give subcon-sultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photocopy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificates) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $2,Q00,000 aggregate Automobile Liability $1,000,000 each accident on a combined single limit or $250,000 Property Damage $500,000 Bodily Injury per person per occurrence STANDARD ENGINEERING AGREEMENT (REV 10l06l05) Page 5 of 20 A commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned when said vehicle is used in the course of the PROJECT. Worker's Compensation CoverageA: Statutory limits Coverage B: Employer's Liability $100,000 each accident $500,000 disease - policy limit $100,000 disease - each employee Professional Liability $1,000,000 each claim $2,000,000 aggregate Professional liability shall be written on a claims -made basis and shall contain a retroactive date prior to the date of the contract or the first date of services to be performed, whichever is earlier. Coverage shall be maintained for a period of 5 years following the completion of the contract. An annual certificate of insurance specifically referencing this project shall be submitted to the City for each year following completion of the contract. (2) Certificates of insurance evidencing that the ENGINEER has obtained all required insurance shall be delivered to the CITY prior to ENGINEER proceeding with the PROJECT. (a) Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. (b) Certificate(s) of insurance shall document that insurance coverage specified in 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 forty-five (45) 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 6 of 20 (e) Insurers for all policies must be authorized to do business in the State of Texas and have a minimum rating of A: VII in the current A.M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. (f) Deductible limits, or self insured retentions, affecting insurance required herein shall be acceptable to the CITY in its sole discretion; and, in lieu of traditional insurance, any alternative coverage maintained through insurance pools or risk retention groups must be also approved. Dedicated financial resources or letters of credit may also be acceptable to the City. (g) Applicable policies shall each be endorsed with a waiver of subrogation in favor of the CITY as respects the PROJECT. (h) The City shall be entitled, upon its request and without incurring expense, to review the ENGINEER's insurance policies including endorsements thereto and, at the CITY's discretion, the ENGINEER may be required to provide proof of insurance premium payments. (j) For all lines of coverage underwritten on a claims -made basis, other than Professional Liability, the retroactive date shall be coincident with or prior to the date of the contractual agreement. The certificate of insurance shall state both the retroactive date and that the coverage is claims. made, (k) The CITY shall not be responsible for the direct payment of any insurance premiums required by this agreement and all insurance required in this section, with the exception of Professional Liability, shall be written on an occurrence basis. (I) Sub consultants and subcontractors to/of the ENGINEER shall be. required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage as required for the ENGINEER. When sub consultants/subcontractors maintain insurance coverage, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 7 of 20 • A 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. (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the ENGINEER will, if requested, assist the CITY in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. O. Permitting Authorities -Design Changes If permitting authorities require design changes so as to comply with published design criteria and/or current engineering practice standards which the 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 !( Obligations of the City Amendments to Article V, if any, are included in Attachment C. A. City -Furnished Data ENGINEER may rely upon the accuracy, timeliness, and completeness of the information provided by the CITY. STANDARD ENGINEERING AGREEMENT (REV 10/06/OS) Page 8 of 20 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. Timeiy Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as the CITY deems appropriate; and render in writing decisions required by the CITY in a timely manner in accordance with the project schedule in Attachment A. E. Prompt Notice The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. (1) CITY acknowledges ENGINEER will perform part of the work at CITY's facilities that may contain hazardous materials, including asbestos containing materials, or conditions, and that ENGINEER had no prior role in the generation, treatment, storage, or disposition of such materials. In consideration of the associated risks that may give rise to claims by third parties or employees of City, City hereby releases ENGINEER from any damage or liability related to the presence of such materials. (2) The release required above shall not apply in the event the discharge, reIease or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER's negligence or if ENGINEER brings such hazardous substance, contaminant or asbestos onto the project. STANDARD ENGINEERING AGREEMENT (REV 10106/O5) Page 9 of 20 The CITY agrees to include in all construction contracts the provisions of Article IV.E. regarding the ENGINEER Is Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractor's negligence. • • • •I I I :- (1) The CITY agrees to include the following clause in all contracts with construction contractors and equipment or materials suppliers: "Contractors, subcontractors and equipment and materials suppliers on the PROJECT, or their sureties, shall maintain no direct action against the ENGINEER, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the CITY will be the beneficiary of any undertaking by the ENGINEER." (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there are no third -party beneficiaries. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or person shall have no third -party beneficiary rights under this Agreement. (4) Nothing contained in this section V.H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. I. CITY's Insurance (1) The CITY may maintain property insurance on certain pre-existing structures associated with the PROJECT. (2) The CITY will ensure that Builders Risk/Installation insurance is maintained at the replacement cost value of the PROJECT. The CITY may provide ENGINEER a copy of the policy or documentation of such on a certificate of insurance. (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 STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 10 of 20 assist in litigation undertaken or defended by the IT 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. aC. 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. 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. �. 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 CITY shall own the final designs, drawings, specifications and documents. 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. STANDARD ENGINEERING AGREEMENT (REV 10/D6/OS) Page 11 of 20 (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 Is schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER' compensation will be made. E. 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/O5) Page 12 of 20 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. !. Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and performance, and any other claims related to it. The venue for any litigation related to this AGREEMENT shall be Tarrant County, Texas. J. Alternate Dispute Resolution (1) All claims, disputes, and other matters in question between the CITY and ENGINEER arising out of, or in connection with this Agreement or the PROJECT, or any breach of any obligation or duty of CITY or ENGINEER hereunder, will be submitted to mediation. If mediation is unsuccessful, the claim, dispute or other matter in question shall be submitted to arbitration if both parties acting reasonably agree that the amount of the dispute is likely to be less than $50,000, exclusive of attorney's fees, costs and expenses. Arbitration shall be in accordance with the Construction Industry Arbitration Rules of the American Arbitration Association or other applicable rules of the Association then in effect. Any award rendered by the arbitrators less than $50,000, exclusive of attorney's fees, costs and expenses, will be final, judgment may be entered thereon in any court having jurisdiction, and 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 attorneys fees, costs and expensesI may be gated 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 13 of 20 shall survive termination of this AGREEMENT for any cause. 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 during the term of this AGREEMENT 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/D5) Page 14 of 20 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 , 2008. ATTEST: Marty Hendri�Y � City Secretary L- a30o 13 Contract Auth.orizatiox Datt? FORM AND LEGALITY Assisf'ant Ci�i Attc/rn�y,' r T. WATH, , Ix STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 15 of 20 CITY OF FORT WORTH Fernando Costa Assistant City Manager AL RECOMMENDED doe U RS Corporation EN C�INFFR By: Rudy M. Garcia, P.E. NAME: TITLE: Vice President ATTACHMENT "A° General Scope of Services "Scope of Services set forth herein can only be modified by additions, clarifications, and/or deletions set forth in the supplemental Scope of Services. In cases of conflict between the Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of Services shall have precedence over the General Scope of Services." C3��i=T:T1� 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 facilk ties/improvements. It shall be the Engineer's duty hereunder to secure necessary information from such outside agencies, to meet their requirements. 3) Geotechnicallnvestigations The Engineer shall advise the City of test borings, and other subsurface investigations that may be needed. In the event it is determined necessary to make borings or excavate test holes or pits, the Engineer shall in coordination with the City and the City's geotechnical engineering consultant, draw up specifications for such testing program. The cost of the borings or excavations shall be paid for by the City. 4) Agreements and Permits The Engineer shall complete all forms/applications to allow the City of Fort Worth to obtain any and all agreements and/or permits normally required for a project of this size and type. The Engineer will be responsible for negotiating and coordinating to obtain approval of the agency issuing the agreement and/or permits and will make any revisions necessary to bring the plans into compliance with the requirements of said agency, including but not limited to highways, railroads, water authorities, Corps of Engineers and other utilities. 5) Design Changes Relating to Permitting Authorities If permitting authorities require design changes, the Engineer shall revise the plans and specifications as required at the Engineers own cost and expense, unless such changes are required due to changes in the design of the facilities made by the permitting authority. If such changes are required, the Engineer shall notify the City and an amendment to the contract shall be made if the Engineer incurs additional cost. If there are unavoidable delays, a mutually agreeable and reasonable time extension shall be negotiated. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 16 of 20 6) Plan Submittal Copies of the original plans shall be provided on reproducible mylar or approved plastic film sheets, or as otherwise approved by the Department of Engineering and shall become the property of the City. City may use such drawings in any manner it desires; provided, however that the Engineer shall not be liable for the use of such drawings for any project other than the project described herein; and further provided, that the Engineer shall not be liable for the consequences of any changes that are made to the drawings or changes that are made in the implementation of the drawings without the written approval of the Engineer. PHASE 1 7) Right -of -Way, Easement and Land Acquisition Needs The Engineer shall determine the rights -of -way, easement needs for the construction of the project. Engineer shall determine ownership of such land and furnish the City with the necessary right-of-way sketches, prepare necessary easement descriptions for acquiring the rights -of -way and/or easements for the construction of this project. Sketches and easement descriptions are to be presented in form suitable for direct use by the Department of Engineering in obtaining rights -of -way, easements, permits and licensing agreements. All materials shall be furnished on the appropriate City forms in a minimum of four (4) copies each. 8) Design Survey The Engineer shall provide necessary field survey for use in the preparation of Plans and Specifications. The Engineer shall furnish the City certified copies of the field data. 9) Utility Coordination The Engineer shall coordinate with all utilities, including utilities owned by the City, as to any proposed utility liens or adjustment to existing utility lines within the project limits. The information obtained shall be shown on the conceptual plans. The Engineer shall show on the preliminary and final plans the location of the proposed utility lines, existing utility lines, based on the information provided by the utility, and any adjustments and/or relocation of the existing lines within the project limits. The Engineer shall also evaluate the phasing of the water, wastewater, street and drainage work, and shall submit such evaluation in writing to the City as part of this phase of the project. STANDARD ENGINEERING AGREEMENT (REV 10I06/OS) Page 17 of 20 The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and preliminary estimates of probable construction costs for the Engineer's recommended plan. For all submittals, the Engineer shall submit plans and documents for street/storm drain and water/wastewater facilities. The Engineer shall receive written approval of the Phase 1 Plans from the City's project manager before proceeding with Phase 2. 11) Design Data The Engineer shall provide design data, reports, cross -sections, profiles, drainage calculations, and preliminary estimates of probable construction cost. 12) Preliminary Construction Plans and Technical Specifications The Engineer shall submit twenty (20) copies of Phase 2 preliminary construction plans and five (5) copies of the preliminary technical specifications for review by the City and for submission to utility companies and other agencies for the purposes of coordinating work with existing and proposed utilities. The preliminary construction plans shall indicate location of existing/proposed utilities and storm drain lines. The Engineer shall receive written approval of the Phase 2 plans from the City's project manager before proceeding with Phase 3. PHASE 3 13) Final Construction Plans The Engineer shall furnish five (5) copies of the final construction plans and contract specifications for review by the City. 14) Detailed Cost Estimate The Engineer shall furnish four (4) copies of detailed estimates of probable construction costs for the authorized construction project, which shall include summaries of bid items and quantities. 15) Plans and Specification Approval The Engineer shall furnish an original cover mylar for the signatures of authorized City officials. The Contract Documents shall comply with applicable local, state and federal laws and with applicable rules and regulations promulgated by local, state and national boards, bureaus and agencies. The Engineer shall receive written approval of the Phase 3 plans from the City's project manager before proceeding with Phase 4. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 18 of 20 The Engineer shall furnish 45 bound copies of Phase 4 final approved construction plans and contract specifications. The approved plans and contract specifications shall be used as authorized by the City for use in obtaining bids, awarding contracts, and constructing the project. 17) Bidding Assistance The Engineer shall issue addenda as appropriate to interpret, clarify, or expand the bidding documents, and assist the owner in determining the qualifications and acceptability of prospective constructors, subcontractors, and suppliers. When substitution prior to the award of contracts is allowed by the bidding documents, the Engineer will advise the owner as to the acceptability of alternate materials and equipment proposed by the prospective constructors. 18) Recommendation of Award The Engineer shall assist in the tabulation and review of all bids received for the construction of the project and shall make a recommendation of award to the City. 19) Prebid Conference The Engineer shall attend the prebid conference and the bid opening, prepare bid tabulation sheets and provide assistance to the owner in evaluating bids or proposals and in assembling and awarding contracts for construction, materials, equipment, and services. PHASE 5 20) Preconstruction Conference The Engineer shall attend the preconstruction conference. 21) Construction Survey The Engineer shall be available to the City on matters concerning the layout of the project during its construction and will set control points in the field to allow City survey crews to stake the project. The setting of line and grade stakes and route inspection of construction will be performed by the City. 22} Site Visits The Engineer shall visit the project site at appropriate intervals as construction proceeds to observe and report on the progress and the quality of the executed work. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 19 of 20 • s 111111 . NURUMM 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. STANDARD ENGINEERING AGREEMENT (REV 10/06/05) Page 20 of 20 • • _ air. • t The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT 'A Work under this attachment includes engineering services for water and sanitary sewer line replacements for the following: Weyburn Drive (Selkirk Dr. to Selkirk Dr.) WATER SANITARY SEWER STREET COUNCIL Exist Prop. Prop. NAME DISTRICT Water Map Pipe Pipe Replacement Sewer Map Exist Pie Replacement No. Length (LF) No. Pipe (In) Length (LF) (in)In in Chickering Avenue No. 3 W2018-376 6 & 8 6 & 8 11330 S2018-376 63 8 & 12 8 & 12 11416 Angus Dr. to Southwest Blvd. Marks Place W2018-372 Southwest Blvd. to No. 3 & 6 & 8 6 & 8 3,795 S2018-376 6 & 8 8 764 W. Vickery Blvd. W2018-376 TOTAL= 6,126 29180 Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: 1. Initial ®ata Collection ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: EA1-1 One (1) pre -design kick-off meeting, (including the CITY 's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, property ownership as available from the Tax Assessor's office. The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. The following shall be applicable at all locations where it is necessary to relocate or reroute the existing private sanitary sewer service line due to the abandonment or realignment of the existing public sanitary sewer lateral or main: The CITY shall furnish the Engineer with a sample format of how the sewer service line reroute/relocation should be designed and submitted for construction. During design survey, if a rod can be inserted through the cleanout to the bottom of the service line, the Engineer will obtain the flow line elevation and design the service line prior to advertising the project for bid. If the service flow line information cannot be obtained during design survey, the Engineer shall delay the design of the sewer service line until after the start of construction. The CITY will then direct the Contractor to de -hole the service line at the clean -out location of all buildings or structures so that the Engineer's surveyor can determine the flow line of the sewer service line. The Engineer shall use this information to provide the design for the sanitary sewer service line to be rerouted or relocated. c. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The �.. 11�3oroa EA1-2 information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. The ENGINEER shall submit a progress schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress reports as required under Attachment B of the contract. i. Surveys for Design a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information which will be needed for use by the ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location and buried utilities, structures, and other features relevant to the final plan sheets. For sewer lines located in alleys or backyards, ENGINEER will obtain the following: Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines. Tie improvementsI trees, fences, walls, etc., horizontally along rear lines in an approximately 50' wide strip. In addition, locate all rear house corners and building corners in backyards. Profile existing water and/or sewer line centerline. Compile base plan from field survey data at 1 "-40' scale. Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines, existing utilities, trees, fences, walls, etc., horizontally along rear lot lines in an approximately 20' wide strip. In addition, locate all rear house corners EA1-3 and building corners in backyards. Compile base plan from field survey data at 1' = 40' horizontal and 1" = 4' vertical scale. When conducting design survey at any location on the project, the consultant or its sub -consultant shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identified. b. Engineer will provide the following information: All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the CITY Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, all drawing files shall be provided in MicroStation (DGN) or Autocad (DWG or DXF) format (currently Release 2002), or as otherwise approved in writing by the CITY, and all data colleted generated during the course of the project shall become the property of the CITY. The minimum information to be provided in the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate systemI and a referred bearing base. Z coordinate on City Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb fine of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, Rev 11/30/04 G/y 1� etC., in the same coordinate system, as the Control Points, 4. No less than two bench marks plan/profile sheet. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. 7. Obtain the "foot print" of all properties where the sanitary sewer service line is to be relocated or rerouted. ii. Public Notification 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. a. Conceptual plans shall be submitted to City 50 working days after Notice to Proceed Letter is issued. b. The ENGINEER shall perform conceptual design of the proposed improvements and furnish four (4) copies of the concept engineering plans which includes lavouts. preliminary right-of-way needs and cost opinions for the ENGINEER's recommended plan. ENGINEER shall perform remaining field surveys required for final design of selected route(s). The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. All design shall be in conformance with Fort Worth Water Department policy and procedure for processing water and sewer design. ENGINEER shall review the City's water and sewer master plan, other pertinent design information and provide a summary of findings pertaining to the proposed project. Rev il/30/04 C / C Rev 11/30/04 Upon approval of Part B, Paragraph iii (b), ENGINEER will prepare preliminary construction plans as follows: a. Overall water and/or sanitary sewer layout sheets and an overall easement layout sheet(s). b. Preliminary project plans and profile sheets on 22 x 34 sheets which show the following: Proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves, manholes etc., related appurtenances and all pertinent information needed to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. c. For sewer lines, pipelines schedule for point repairs, rehabilitation and replacement will be located on the base sheets prepared from survey information gathered under Part B, Paragraph b. Conflicts shall be resolved where pipelines are to be rehabilitated on the same line segment. Base sheets shall reference affected or adjacent streets. Where open -cut and trenchless technology construction is anticipated, below and above ground utilities will be located and shown on the base sheets. d. Existing utilities and utility easements will be shown on the plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to determine if any future improvements are planned that may impact the project. e. The design for sewer service line reroute/relocation will be provided if the flow line elevation of the sewer service can be determined from the cleanout location. If this elevation cannot be determined during design survey, the design shall be provided after award of the construction contract as specified in Part A, Paragraph 1 b. f. The ENGINEER shall make provisions for reconnecting all identifiable water and/or wastewater service lines which connect directly to any main being replaced, including replacement of existing service lines within City right-of- way or utility easement. When the existing alignment of a EA1=6 j water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main. g. The ENGINEER will prepare standard and special detail sheets for water line installation and sewer rehabilitation or replacement that are not already included in the D-Section of the City's specifications. These may include connection details between various parts of the project, tunneling details, boring and jacking details, waterline relocations, details unique to the construction of the project, trenchless details, and special service lateral reconnections. 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. Preparation and submittal of right-of-way, easements and rights -of -entry will be in conformance with "Submittal of Information to Real Property for Acquisition of Property". The ENGINEER will consult with the City's Water Department, Department of Engineering, and other CITY departmentspublic utili , ties, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility EA7 -7 Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. i. Preliminary plans and specifications shall be submitted to City 46 working days after approval of Part B, Paragraph iii (b). ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) sets of specifications and contract documents to CITY for review. Generally, plan sheets shall be organized as follows: Cover Sheet General Notes/Legand Easement layout (if applicable) Abandonment Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. The ENGINEER shall submit a preliminary opinion of probable construction cost with the preliminary plans submitted. ENGINEER shall assist City in selecting the feasible and/or economical solutions to be pursued. I. Review Meetings with City The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. m. Public Meeting After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. Rev 11/30/OG C/y 1=8 3. c. xev ii/so/oa i_ + Final Construction Documents shall be submitted to CITY 30 working days after approval of Part B, Paragraph 2 k. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. The ENGINEER shall submit a final opinion of probable construction cost with the final plans submitted. 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/grading/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: where "X-35667" — "X- 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_org 10.pdf II. TP file name example — WE Usti where -1956" is the assigned file number obtained from the City of Fort Worth, "_org" designating the file is of an original plan set, "7" shall be the total number of sheets in this file. Example: W-0053_org3.pdf and K-0320_org5.pdf ecome property of and remain with the City of Fort Worth. floppy dis . disks, emmall flash media will notbe 4. For information on the proper manner to submit PDF files and to obtain a file number for the project, contact the Department of Engineering Vault at telephone number (817) 392-8426. File numbers will not be issued to a project unless the DOE number and proper fund codes have been assigned and are in the Department of Engineering database. PART C -PRE-CONSTRUCTION ASSISTANCE The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre -bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. �.. lli3oio4 EA1-10 The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. The ENGINEER shail attend the pre -construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. Rev 11/30/04 /:If;jjt_i6 rat -, .• ;.. •-• • � - The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT 'A". Work under this attachment includes engineering services for street reconstruction and drainage improvements for the following: Weyburn ti . Selkirk Dr.) r.��•»� - .ern, -, r.�irri PAVEMENT STREET COUNCIL NAME DISTRICT 6" Lime Stabilized 6" Reinforced 6" Reinforced Subgrade Concrete 7' Integral Curb Concrete Driveway (Sy) Pavement (LF) (SF) (SY) Chickering Avenue No.3 7,184 6,489 31753 21662 Angus Dr. to Southwest Blvd. Weybum Drive W. Seminary Dr. No. 3 71067 53980 41035 77449 to W. Boyce Ave. Marks Place Southwest Blvd. to No. 3 14,277 12,895 61371 121221 W. Vickery Blvd. TOTAL= 28,528 25,364 143169 229332 >�v s�a.o�os EA2-1 STREET LANE MILES APPROX. COST / MILE (13' Width) (PAVEMENT ONLY - Includes pavement, curb subgrade stabilization, driveways, and sidewalk) 1. Chickering Ave. (Angus Dr. to Southwest Blvd.) 0.79 $623,000 2. Weyburn Drive (Selkirk Dr. to Selkirk Dr.) 0.80 $6197000 3. Marks Place (Southwest Blvd. to Vickery Blvd.) 1.57 $6565000 STREET LANE MILES APPROX. COST / MILE (13' Width) (PAVEMENT & DRAINAGE - Includes pavement, curb subgrade stabilization, driveways, sidewalk and storm drain inlets) 4. Chickering Ave. (Angus Dr. to Southwest Blvd.) 0.79 $647,000 5. Weyburn Drive (Selkirk Dr. to Selkirk Dr.) 0.80 $6439000 6. Marks Place (Southwest Blvd. to Vickery Blvd.) 1.57 $681,000 Upon receipt of Notice to Proceed, the ENGINEER will perform the following tasks: 1. Initial Data Collection a. C ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (2) meetings are anticipated. These include the following: One (1) pre -design kick-off meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. Rev 5/10/OS GP1L_2 In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, CITY drainage complaint files, existing applicable drainage studies and property ownership as available from the Tax Assessor's office. During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. The ENGINEER shall submit a project schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with monthly progress reports as required under Attachment B of the contract. a. ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines, xeV s/lo/os -$ • a I" • • •: • • r • All plans, field notes, plats, maps, legal descriptions, or other specified documents prepared in conjunction with the requested services shall be provided in a digital format compatible with the electronic data collection and computer aided design and drafting software currently in use by the Department of Engineering. All text data such as plan and profile, legal descriptions, coordinate files, cut sheets, etc., shall be provided in the American Standard Code for Information Interchange (ASCII) format, and all drawing files shall be provided in MicroStation (DGN) format (currently Version 8), or as otherwise approved in writing by the CITY, and all data collected and generated during the course of the project shall become the property of the CITY. The minimum survey information to be provided on the plans shall include the following: 1. A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: 2. The following information about each Control Point; a. Identified (Existing. City Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street), 3. Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. 4. No less than two horizontal bench marks, per line or location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. 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 nI, scope of survey work and design survey schedule. The letter will be reviewed and approved by the City prior to distribution. ENGINEER will review and document the storm water watershed drainage runoff area and existing street, right-of-way and storm sewer capacities for the subject site. A drainage area map will be drawn at 1" = 200' scale from available contour maps. Calculations regarding street and right-of-way capacities and design discharges (5-year and 100-year frequencies) at selected critical locations will be provided. Capacities of existing storm drain will be calculated and shown. The ENGINEER's responsibility includes recommendations for improvements of the existing system as deemed reasonable and consistent with City standards. iv. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 50 working days after Notice to Proceed Letter is issued. b. The ENGINEER shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and cost opinion for the ENGINEER's recommended plan. The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. Upon approval of Part B, Paragraph IV, ENGINEER will prepare construction plans as follows: a. Drainage area maps with drainage calculations and hydraulic computations. Information shown on the plans will be consistent with Part A, Paragraph 1.b. for proposed condition. xev s/lo/os E/42-5 b. Preliminary project plans and profile sheets which will show the following and shall be on 22" x 34" sheets: Property Ownership Curb Lines Driveways Medians (if applicable) Sidewalks Existing and proposed water and sanitary sewer mains. c. Proposed roadway profile grades and elevations along each curb line; elevations at all p.v.i.'s; p.i's half stations; high and low points; vertical curve information; and pertinent AASHTO calculations. Profiles for existing curbs (if any) and existing ground at the left and right-of-way lines shall be shown. Existing found property corners (e.g. Iron pins) , along the existing right-of- way shall be shown on the plans. Profiles for existing and proposed storm drain mains and leads shall be provided. d. Existing utilities and utility easements will be shown on the roadway plan and profile sheets. ENGINEER will coordinate with utility companies and the City of Fort Worth to ascertain what, if any, future improvements are planned that may impact the project. e. Preliminary roadway cross -sections will be developed, from the survey notes, at intervals not -to -exceed 50 foot along the project length and will extend 10' past the right of way line on both sides of the street. Additional cross -sections at important features including driveways, p.i.'s of intersecting streets, (minimum distance of 100 along cross -street at each P.I.) walks, retaining walls, etc., will also be provided. Profiles of centerline of driveways will also be provided where necessary. Scale will be 1" = 10' horizontal and 1" = 2' vertical. f. Street and intersection layouts. g. Proposed plan/profile sheets will conform to City of Fort Worth construction legend. Adequate horizontal and vertical control shall be provided on the plan sheets to locate all proposed and existing facilities. Legal descriptions (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. h. Furnish as a function of final plans, six (6) copies of the final cross -sections on 22" x 34" sheets. Information on these sheets will include centerline station, profile grades and centerline elevations, roadway section (existing xe., s�io�os FQ9-6 and proposed), right-of-way limits. Scale will be 1" = 20' horizontal and 1" = 2' vertical with cross sections plotted with stationing from the bottom of the sheet, and will include laterals and inlets. CITY policy with regard to parking design shall be maintained. Excavation and embankment volumes and end area computations shall also be provided. 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. Preparation and submittal of right-of-way, easements and rights -of -entry will be in conformance with "Submittal of Information to Real Property Division for Acquisition of Property". k. Utility Clearance Phase The ENGINEER will consult with the City's Transportation and Publci Works Department, Water Department, Department of Engineering, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City'.) Utility Coordinator for forwarding to all utility companies, which have facilities within the limits of the project. I. Preliminary Construction Plan Submittal i. Preliminary construction plans and specifications shall be submitted to CITY 45 working days after approval of Part B, Paragraph iv. ii. The ENGINEER shall deliver two (2) sets of preliminary construction plans and two (2) specifications to CITY for review. Generally, plan sheets shall be organized as follows: Rev 5/10/OS CML-/ Cover Sheet General Layout and Legend Sheet Drainage Area Map and Computations Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. The ENGINEER shall submit a preliminary opinion of probable construction cost with the preliminary plans submitted. Engineer shall assist City in selecting the feasible and or economical solutions to be pursued. The ENGINEER shall meet with CITY to discuss review comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. n. Public eating After the preliminary plans have been reviewed and approved by the City, the ENGINEER shall prepare project exhibits, provide the CITY with the database listing the names and addresses of all residents and business to be affected by the proposed project, and attend public meeting to help explain the proposed project to residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. 3. Final Construction Plan Submittal a. Final Construction Documents shall be submitted to CITY 30 working days after approval of Part B, Paragraph 2 (b). Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications Cl" contract documents to CITY (each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. The ENGINEER shall submit a final opinion of probable construction cost with the final plans submitted. Rev 5/10/05 The ENGINEER shall submit a final set of mylar drawings for record storage as follows: 1. Street and storm drain plans shall be submitted as one set of plans. Street and storm drain plans shall be separate from water and sanitary sewer plans. All sheets shall be standard size (22" x 34") with all project numbers (TPW and water/sanitary sewer) prominently displayed. 2. For projects where water/sanitary sewer improvements occur on a TPW Department funded project with no Water funding involved, a separate set of mylars with cover sheet shall be submitted for Water Department, 3. Signed plans sets shall also be submitted as an Adobe Acrobat PDF format (version 6.0 or higher) file. There shall be one (1) PDF file for the TPW plan set and a separate PDF file for the Water plan set. Each PDF file shall contain all associated sheets of the particular plan set. Singular PDF Mlles for each sheet of a plan set will not be accepted. PDF files shall conform to naming conventions as follows: 1. TPW file name example —-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, 6147" shall be the total number of sheets in this file. Example: W-0053_org3.pdf and K-0320_org5.pdf 11. 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 Rev 5/10/OS oth PDF files shall be submitted on one (1) Compact Disk, which will ecome property of and remain with the City of Fort Worth. floppy disks, ip disks, ewmail 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. Administration The ENGINEER will make available for bidding, upon request by the CITY, up to fifty (50) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be provided in electronic format. The ENGINEER shall assist the CITY during this phase including preparation and delivery of any additional addenda prior to bid opening to plan holders and respond to questions submitted to DOE by prospective bidders. Engineer shall attend the scheduled pre -bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tabulations in hard copy and electronic format and return four (4) copies of the bid tabulation, along with the contract documents to the City within three (3) working days after bid openings. c. Assistance During Construction The ENGINEER shall attend the pre -construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary, xev s/io/os Compensation A. The Engineer shall be compensated a total lump sum fee of $258,851 as summarized in Exhibit "B-Y. Payment of the total lump sum fee shall be considered full compensation for the services described in Attachment "A" and Exhibits "AA" and "A-2" for all labor materials, supplies and equipment necessary to complete the project. B. The Engineer shall be paid monthly as described in Exhibit "B-1", Section 1- Method of Payment. Each invoice is to be verified as to its accuracy and compliance with the terms of this contract by an officer of the Engineer. II. Schedule Final Plans and Contract Documents for bid advertisement shall be submitted within 155 working days after the "Notice to Proceed" letter is issued. A. Conceptual Engineering Plans — 50 working days B. Preliminary Engineering Plans and Contract Documents — 45 working days C. Pre -Final Engineering Plans and Contract Documents — 20 working days D. Final Plans and Contract Documents for Bid Advertisement —10 working days 07/16/2008 B-1 LGGROUP P07297.F1N Method of Payment Partial payment shall be made to the Engineer monthly upon City's approval of an invoice from the Engineer outlining the estimated current percent complete of the total project. The aggregate of such monthly partial fee payments shall not exceed the following: Until satisfactory completion of Exhibit "A-1" and "A-2", Conceptual Engineering Plans submittal and approval by the City, a sum not to exceed 30 percent of the total lump sum fee. Until satisfactory completion of Exhibit "A-1" and "A-2", Preliminary Construction Plans submittal to City, a sum not to exceed 60 percent of the total lump sum fee, less previous payments. Until satisfactory completion of Exhibit "A-1" and "A-2", Final Construction Plans submittal and approval by the City, a sum not to exceed 90 percent of the total lump sum fee, less previous payments. The balance of fees, less previous payments, shall be payable after all of the pre -construction meetings for the Project have been conducted. II. Progress Reports A. The Engineer shall submit to the designated representative of the Director of the Department of Engineering monthly progress reports covering all phases of design by the 15th of every month in the format required by the City. B. If the Engineer determines in the course of making design drawings and specifications that the opinion of probable construction cost of $2,908,574.00 (as estimated in Exhibit " B-4") will be exceeded, whether by change in the scope of the project, increased cost 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 Department of Engineering shall suspend all work hereunder. 07/16/2008 B1-1 LGGROUP P07297.FW NIP awwAwmu rm^m;- -. Labor CategoryCaLegory Rate Principal $200,00 Project Manager $170,00 Senior Civil Engineer $150.00 Civil Engineer $125000 Civil Enqineer-ln,=Training $85.00 Senior Civil Designer $115,00 Civil Designer $100,00 CADD Technician $75.00 Senior Electrical Engineer $150,00 Electrical Engineer $125,00 Electrical Engineer-ln-Traininq $85.00 Electrical Designer $95.0 Senior Mechanical Engineer $150,00 Mechanical Engineer $125,00 Mechanical Engineer -In -Training $85.00 Mechanical Designer $95.00 :11umbing Designer $95.00 Senior Environmental Engineer $150,00 Environmental Engineer $125,00 Environmental. Engineer-In-TrainingEngineer-InJraining $85.00 Senior Structural Engineer $150,00 Structural Engineer $125,00 Structural En ineer-In-Trainin $85.00 Junior Designer $45.00 Senior Planner $150.00 Planner $125,00 unior Planner $80.00 Senior Landscape Architect RLA $170,00 Landsca a Architect RLA $125,00 Senior Landscape Designer $100,00 Landsca e Designer $80.00 Senior Environmental Scientist $125,00 Environmental Scientist $100,00 Junior Environmental Scientist $75.00 Environmental Field Technician $65.00 Princi al Investigator Cultural Resources $95.00 Project Archaeologist $70.00 rchaeolo ical Technician III $60.00 07/16/2008 B-2-1 LGGROUP P07297.FW %rchaeological Technician II $55.00 %rchaeological Field Technician $45.00 Staff Architectural Historian $60.00 rchitectural Field Staff $45.00 Senior GIS $125000 GIS $75.00 Junior GIS $50.00 Environmental Intern $45.00 Senior Clerical / Project Administrator $70.00 Clerical / Project Administrator $60.00 unior Clerical / Project Administrator $50.00 Survey Project Manager $165,00 Surve or - RPLS $150,00 Senior Survey Technician $90.00 Junior Survey Technician $75M -Person Survey Crew $130,00 3-Person Survey Crew $155,00 -Person Survey Crew $190,00 -Person Survey Crew OSHA Trained $160,00 3-Person Survey Crew OSHA Trained $185,00 -Person Survey Crew (GPS Equipment) $165,00 3-Person Survey Crew (GPS Equipment) $190,00 -Person Survey Crew (GPS Equipment) $225,00 Construction Manager $115,00 Resident Engineer $110,00 Senior Construction Inspector $95.00 Construction Inspector $80M Reimbursable expenses will be billed at cost plus 10% Rates subject to 5% annual escalation 07/16/2008 B-2-2 LGGROUP P07297.FW f I EXHIBIT "B-3" {SUPPLEMENT TO ATTACHMENT B) SUMMARY OF DESIGN FEES City Projeci No. 00995 July 17, 2008 IVIs. Dena Johnson, P.E. Manager, Capital Improvement Projects Engineering Department Consultant Services City of Fort Worth 1000 Throckmorton Street Fort Worth, TX 76102 (817) 392J866 Reference: 200? Critical Capital Project (Council District 3) City Project No, 00995 Dear Ms. Johnson: We appreciate the opportunity to present this proposal and fee schedule for your consideration. Attached please find construction cost opinions, schedule, and exhibits depicting the scope of work. We propose to complete the proposed work in accordance with the following fee schedule: Totes! Project Opinion of Probable Construction Cost: Street Reconstruction $ 2;016,892 Storm Drain Replacement $ 78,222 Water Line Replacement $ 542,948 Sanitary Sewer Replacement $ 270 512 $ 21908,574 Basic Engineering Fee based on 6.70% of construction (A.S.C.E. Curve A) ($27908,574) (6.70%) (0.85) 10% Subconsultant fee (0.1 x $80,576) _ $ 81058 Total Basic Engineering = $ 173,701 z�r Exhibit Bw3 AAr. Dena Johnson, P.E. July'17, 2008 Page Two Scope of Services Total Fee MNVBE MNVBE Percentage Paving, Water &Sewer, Design $165,643 $18,000 10.9% Paving, Water &Sewer Survey $31,820 $24,090 75.7% Geotechnical Study and Report $27,558 $3,950 14.3% Temp. Right of Entry Documents $600 $0 0.0% Reproduction $13,172 $10,928 83.0% Storm Water Pollution Prevention Plan $5,000 $0 0.0% (SWPPP) TxDOT Permitting (2 Permits) $2,000 $0 0.0% Public Meetings/Neighborhood Meetings $2,000 $0 0.0% Bid Opening, Bid Tabulation & Pre -Construction Meeting, Final Inspect. $3,000 $0 0.0% Subconsultant Fee Total $258,851 $56,968 22.0% Proposed MWBE % of Consultants Services Fees Total Fee Gorrondona &Assoc_ Surveying $ 24,090 9.3% David Mason & Prepare Plans for Water $ 18,000 7.0% Associates (MWBE) Line Improvements GM Enterprises (MWBE) Drilling Services for $ 3,95Q 1.5% Geotechnical Study and Report Arlington Blueline Reproduction $ 10,928 4.2% TOTAL $ 56,968 07/16/2008 B3-2 LGGROUP P07297_FW Exhibit B-3 Mr. Dena Johnson, P.E. July 17, 2008 Page Three Basic Engineering (6.70%)(0.85) of Construction Cost $ 1651643 Designs Surveys Paving ($2.25/LF for 7,570 LF) , $ 17,033 Drainage ($2.25/LF for 605 LF) $ 11361 Water ($1.25/LF for 5,370 LF) $ 67713 Sanitary Sewer ($1.25/LF for 5,370 LF) $ 6,713 $ 31,820 Special Services: Storm Water Pollution Prevention Plans (SWPPP) $ 5,000 Geotechnical Study and Report $ 27,558 Temporary Right of Entry Documents (10 @ $60) $ 600 TxDOT Permitting (2 Permits} $ 2,000 Public Meetings /Neighborhood Meetings $ 2,000 Reproduction*: 4 Sets of Conceptual Plans = (4 Sets)($2.20/Sheet)(60 Shts_/Set) $ 258 20 Sets of Preliminary Construction Plans = (20)($2.20)(60) $ 2,640 5 Sets of Preliminary Specifications = (5 Sets)($0.15/Sht:)(250 Shts.) $ 188 5 Sets of Final Construction Plans = (5)($2.20)(60) $ 660 5 Sets of Final Specifications = (5)($0.15)(250) $ 188 45 Sets of Approved Construction Plans = (45)($2.20)(60) $ 5,980 45 Sets of Approved Specifications = (45)($0.15)(250) $ 11688 Mounted Exhibit for Public Meeting = (4 Exhibits)($50.00/Exhibit) $ 200 3 Half -Size Set of Final Plans = (3 sets)($1.00/Sheet)(60 Sheets) $ 180 1 Set of Final Mylars = (1 Set)($16.00/Sheet)(60 Sheets) $ 960 Subtotal $ 13,172 Estimated using 60 sheets per plan set Construction Services: Bid Opening, Bid Tabulation, Pre -Construction Meeting & Fina! Inspection $ 3,000 Subconsultant's Fee (10%) $ 81058 TOTAL $ 258,851 Water Design Fee $ 46,978 Sewer Design Fee $ 28,662 T/PW Design Fee $ 183,211 07/16/2008 B3-3 LGGROUP P07297.FW Exhibit 13-3 Or. Dena Johnson, P.E. July 17, 2008 Page Four We will be using GorrOndOna & Associates, David Mason & Associates, GM Enterprises and Arlington Blueline for a total MNVBE Participation of 22.0%, which exceeds the City's MNVBE goal of 20W Ifi you have any questions or require additional information, please give me a call. Sincerely, LOPEZGARCIA GROUP. Theron Darr, P.E. Associate Principal 07/16l2008 B3-4 LGGROUP P07297_FW Consulting Firm Prime Consultant: LOPEZGARCIA GROUP M/WBE Consultants: Gorrondona &Associates David Mason &Associates GM Enterprises (DBE) Arlington Blueline Non-M/WBE Consultants Fugro Consultants, L.P Total for Professional Services Project Description Engineering Services Prime Responsibility Amount Percent Survey, Paving, Drainage $ 178,275 68.9% and Sanitary Sewer Design Survey $ 24,090 9.3% Water Design $ 18,000 7.0% Drilling Services for $ 3,950 1.5% Geotechnical Study and Report Reproduction Geotechnical Study $ 23,608 9.1 and Report Scope of Services Water, Sewer, Paving and Drainage $ 258,851 Total Fee M/WBE Fee $ 2587851 $ 56,968 100.00% Percent 22.0% 07/16/2008 B-3A-1 LGGROUP P07297.FW • L40519= 11• Part A -Conceptual Design and Part B -Plans and Specifications Transportation and Public Works: (Construction Cost x ASCE Curve "A" x 85%) Paving $ 2,016,893 ( 96%) x 6.70 % x 85% _ $ 114,862 Drainage $ 78,222 ( 4%) x 6,70 % x 85% _ $ 4,454 Total Paving & Drainage $ 270951115 (100%) x 6.70 % x 85% _ $ 119,316 Water Department: (Construction Cost x ASCE Curve "A" x 85%) Water Improvements $ 542,948 ( 67%) x 6.70 % x 85% _ $ 30,921 Sanitary Sewer Improvements $ 2707512 ( 33%) x 6,70 % x 85% _ $ 15,406 Total Water & San. Sewer Improv. $ 8133460 (100%) x 6.70 % x 85% _ $ 46,327 TP&W and Water: Basic Services Total Additional Services: Transportation and Public Works: Topographic Surveying Services Storm Water Pollution Prevention Plan (SWPPP) Geotechnical Study and Report TxDOT Permitting (One Permit for Two Street Connections to SH 183 - Southwest BI.) Public Meetings/Neighborhood Meetings Printing and Reproduction Subtotal Temporary Right of Entry Documents Bid Opening, Bid Tab & Pre -Construction Meeting Administrative (10%°) Fee on Subconsultants Additional Services Subtotal Water Department: Topographic Surveying Services Storm Water Pollution Prevention Plan (SWPPP) TxDOT Permitting (One Permit for Two Water Lines Connections Within ROW of SH 183 - Southwest BI.) Public Meetings/Neighborhood Meetings Printing and Reproduction Subtotal Bid Opening, Bid Tab & Pre -Construction Meeting Administrative (10%) Fee on Subconsultants Additional Services Subtotal $ 165,643 $ 2,500 $ 27,558 _ $ 1,000 $ 6,586 $ 600 $ 1,500 $ 4,757 $ 63,895 _ $ 1,000 _ $ 6,586 $ 1,500 $ 3,302 $ 29,314 07/16/2008 B-3B-1 LGGROUP P07297.FW A. T&PW and Water Dept. Additional Services Total SUMMARY OF TOTAL FEE AND BREAKDOWN OF DESIGN FEE (LESS SURVEY FEE) SUMMARY OF TOTAL FEE Service Description Total Engineering Services $ 165,643 Additional Services $ 617388 Surveying Services $ 31,820 Total $ 2587851 BREAKDOWN OF WATER. SEWER, PAVING, AND DRAINAGE FEES (LESS SURVEY FEES) Total Water Fee (Less Survev Fee) Breakdown by Concept. Prelimina And Final Design a. Concept (30%) _ (Total Paving Fee -Paving Survey Fee) x (0.3) _ $ 12,080 b. Preliminary (60%) _ (Tot. Paving Fee -Paving Survey Fee) x (0.6) _ $ 24,159 c. Final (10%) _ (Total Paving Fee -Paving Survey Fee) x (0.1) _ $ 41026 Total Sewer Fee (Less Survev Fee) Breakdown by Concept. Prelimina And Final Design a. Concept (30%) _ (Total Paving Fee -Paving Survey Fee) x (0.3) _ $ 61585 b. Preliminary (60%) _ (Tot. Paving Fee -Paving Survey Fee) x (0.6) _ $ 137169 c. Final (10%) _(Total Paving Fee -Paving Survey Fee) x (0.1) _ $ 21195 Total Paving And Drainage Fee (Less Survev Fee) Breakdown by Concept. Prelimina And Final Design a. Concept (30%) _ (Total Paving Fee -Paving Survey Fee) x (0.3) _ $ 491445 b. Preliminary (60%) _ (Tot. Paving Fee -Paving Survey Fee) x (0.6) _ $ 98,890 c. Final (10%) _(Total Paving Fee -Paving Survey Fee) x (0.1) _ $ 161482 07/16/2008 B-3B-2 LGGROUP P07297.FW • d �11'l ili l 4 :�'1 *** WATER AND SANITARY SEWER "** OPINION OF PROBABLE CONSTRUCTION COST $ 813,460 CURVE A (6.70%)(0.85) _ (5.70%) ENGINEERING DESIGN $ 46,327 SURVEYING DESIGN (10,740 LF) $ 13,426 REPRODUCTION $ 6,586 ADDITIONAL SERVICES $ 91301 TOTAL WATER AND SEWER FEE $ 751640 TOTAL WATER FEE $ 461978 TOTAL SEWER FEE $ 281662 0% FOR SUE $ 0 SUBTOTAL FEE $ 75,640 *** PAVING AND DRAINAGE *** OPINION OF PROBABLE CONSTRUCTION COST CURVE A .85) _ (5.70%) ENGINEERING DESIGN SURVEYING DESIGN (8,175 LF) REPRODUCTION ADDITIONAL SERVICES TOTAL PAVING AND DRAINAGE FEE 0% FOR SUE SUBTOTAL FEE TOTAL PROJECT FEE $ 2,095,114 $ 119,317 $ 18,394 $ 6,586 $ 38,914 $ 1831211 $ 0 $ 183,211 $ 258,851 07/16/2008 B-3B1-1 LGGROUP P07297.FW • `.��I�yra:�r�ra� a_��rr_���cza�x•�� . Surveying Services: Paving Topographic Services Drainage Topographic Services Water Topographic Services Sanitary Sewer Topographic Services 7,570 LF x $2.25 = $ 17,033 605 LF x $2.25 = $ 1,361 5,370 LF x $1.25 = $ 6,713 5,370 LF x $1.25 = $ 6,713 T&PW and Water Department Subtotal for Surveying Services $ 31, 820 07/16/2008 B-3C-1 LGGROUP P07297.FW • •r • rmm City Project No. 00995 Additional Services: Transportation and Public Works and Water Department: Prepare SW3P W/NOI &NOT: Geotechnical Study and Report TxDOT Permitting (2 permits @ $1,000/Each): Attend Public/Neighborhood Meetings: Attend Bid Opening, Bid Tabulation Pre -construction Meeting, Final Inspection: Temporary Right of Entry Documents: (10 @ $60) _ Subconsultant's Fee (1no/): Total for Additional Services $ 5,000 $ 27,558 $ 2,000 $ 2,000 $ 3,000 Transportation and Public Works $ 38,914 Water Department (Water and Sanitary Sewer) $ 9,302 07/14/2008 B-3D-1 LGGROUP P07297.FW i Printing and Reproduction: Transportation and Public Works and Water Department: Conceptual Design Report/Plans 4 Sets of Plans $ 2.20/Pg x 60 Pg/Set x 4 = $ 528 Preliminary and Utility Clearance Plans 20 Sets of Constr. Plans $ 2.20/Pg x 60 Pg/Set x 20 = $ 21640 5 Sets of Specifications $ 0.15/Pg x 250 Pg/Set x 5 = $ 188 Final Plans 5 Sets of Constr. Plans $ 220/Pg x 60 Pg/Set x 5 = $ 660 5 Sets of Specifications $ 0.15/Pg x 250 Pg/Set x 5 = $ 188 Bid Documents 45 Sets of Constr. Plans $ 2.20/Pg x 60 Pg/Set x 45 = $ 51940 45 Sets of Specifications $ 0.15/Pg x 250 Pg/Set x 45 = $ 11688 Mounted Exhibits for Public Meetings 4 Drawings $ 50.00/Pg x 1 Pg/Exhibit x 4 = $ 200 Half -Size Final Plans for Construction Phase 3 Sets of Constr. Plans $ 1.00lPg x 60 Pg/Set x 3 = $ 180 Final Mylars for Record Purposes 1 Set of Plans $ 16.00/Pg x 60 Pq/Set x 1 = $ 960 Printing and Reproduction Total = $ 13,172 Transportation and Public Works = $ 6,586 Water Department (Water and Sanitary Sewer) _ $ 63586 Prime Consultant - LOPEZGARCIA GROUP M/WBE Consultant —Arlington Blueline _ $10,928 07/16/2008 B-3E-1 LGGROUP P07297.FW ti a ci ad o WeV W) Q m m m O co W Aas m mto0 mRm m tU t0 N� to N O W m 0 w w ui w te A P A m m b LL M4 MrMM N c- `Q C* vMMm ' Q' vmm N J F O Imm wwwwwwwwwww w � n � t� H o W « w Vm w 1M�. 0 1'7 1A t"f N N m to m tIJ t0 OF qZ wwwwwwwwwww w 1q N N cot"i (0p00) oOm O(D t0 W tmt) V CO m OM CV mVR oc N tp O t0 () N � R N v V' t o N m A Z a wwwww w w wwww w w N co w m to m Mems m to m O 0) t"f ' C" N� N t o W m 4 VZ m tp NR t"f CO N N F ywww wwww wwwwww w co co `Lo em+f A anion R A m N A A A m AtV e- vMM AR to t0 W Q 6*jfoqy0).j 4a.1w14al4a I ds wwww w 2 O a to to a VV m m V W eq V to to WZu� too Zuu o,�tt �22 ytt m m m m m m w UcyN c�y cyy R c MMM cm h ami o `.� ami o `s d o 3� c:_mY cwm�o cam o Q tIL oP, wa u')wui<U)coui<cor'n m m w > a m : > m � w t � Y ..0+ m a)N m Cn Q ° PC m m c In R m 3 d Y Y flow d y O Ua C/ c c > a) Q > m to G m Los E Y 3 to V � U � c C C to c w M W W 0 0 0 R R A C C c LL LL IL 'O N a- w 'O m to tp m '6 N m t0 c to N N O c MAR m c m � LO to 0� O oNo Ra-N Oft, R RN RR N{ N R V W �NR ccN tO0 RCA _c _c c E E E IL a a wwwww wwwww wfill www on a m c 11 m a o IE m n U 11 t0 li U 11 tD LL U 11 tD LL a^ o >% a -- o a a^ o >, c mx 11 m cw x it ` °' c `� x 11 m 3� arm 2 3� .2 3� - 2 V K m0 fA M.x -.mC Chi 9"x..mt� Cn .x m LLv Y m LL.-. 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(L 'a a H >> 3: a a d > > > > LL LL 2 > > :2> > > o W �- N m V' YJ (o i� OJ O N m Q (� (m 1� ¢� Q1 O N m V N N N N N UNIT IB = SANITARY SEWER LINE REPLACEMENT DATE: 7/14/2008 OWNER: City of Fort Worth PROJECT: Engineering Design Services Associated with Street Reconstruction, Water and Sanitary Sewer Replacements for 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 3) Chickering Avenue, Weyburn Drive & Marks Place City Project No. 00995 SANITARY SEWER Sheet 3 of 4 PROJECT No. P07297.FW ITEM DESCRIPTION OF ITEM CPMS BID No UNITS Chickering Avenue Marks Place TOTAL UNIT COST TOTAL COST L-4677 L3098 LS585 L-5586 M-211 TOTAL L3103 L3103"A" L3114 L3115 L 3115"A" L3116 L 3206 TOTAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Sewer Service-4 Inch -Install (PVC Pipe by Open Cut, All Depths) Sewer ServiceA Inch-SDR26 - Install (PVC Pipe by Open Cut, All Depths) Pipe-Sewer-6 Inch-SDR35 (All Depths) - Install (PVC Pipe by Open Cut) Pipe-Sewer-8 Inch-SDR35 (All Depths) - Install (PVC Pipe by Open Cut) Sewer Service-4 Inch Service Tap - Install (Complete in Place, All Depths) Sewer Service-6 Inch Service Tap - Install (Complete in Place, All Depths) Sewer Serviced Inch-2 Way Clean Out -Install (Complete in Place, All Depths) Sewer Service-6 Inch-2 Way Clean Out - Install (Complete in Place, All Depths) Inspection-Preconstruction Cleaning & TV - Study Inspection -Post Construction Cleaning & TV - Study Trench Safety System 5 Foot Depth - Install Manhole - Remove Manhole -Shallow Std 4 Ft Diam-(Shallow Cone) - Install (Complete in Place) Manhole-Std 4 Ft Diam-(to 6 Ft Depth) - Install (Complete in Place) Collar -Manhole - Install (Concrete) Manhole-VacuumTest- Services Manhole -Water Tight Insert - Install Pavement-2 Inch HMAC on 6 Inch Flex Base -Temporary - Install Pavement-2 Inch Min HMAC on 2/27 Concrete Base (2000-1A) - Install Grass-Hydromulch Seeding - Install BID-00616 BID-00618 BID-00591 BID-005BO BID-00751 BID-00547 BID-00546 BID-00551 BID-00552 BID-00554 BID-00755 BID-00767 BID-00763 BID-00549 BID-00458 BID-00404 BID-00424 BID-0D442 BID-00423 BID-00544 LF LF LF LF EA EA EA EA LF LF LF EA EA EA EA EA EA LF LF SY 35 163 1 1 163 163 163 1 1 1 1 1 175 60 236 2 2 236 236 236 1 1 1 1 1 250 300 794 10 10 794 794 794 1 2 2 2 2 950 20 15 10 193 1 1 193 193 193 2 2 2 2 2 200 395 0 10 1406 13 1 13 1 1386 1386 1386 5 0 6 6 6 1590 6L45 0 0 50 50 50 1 35 120 2 2 120 120 120 1 1 1 1 120 50 1 50 50 1 1 1 1 1 45 50 227 2 2 227 227 227 1 1 1 1 1 250 30 217 4 4 217 217 217 2 2 2 2 220 200 50 50 50 1 1 1 1 45 50 50 50 1 1 1 1 45 - 115 0 0 764 8 0 8 0 564 764 764 l 3 0 8 B 8 8 770 0 200 510 0 10 2,170 21 1 21 1 11950 23150 21150 8 0 14 14 14 14 20360 0 200 $30.00 $40.00 $40.00 $50.00 $500.00 $600.00 $250.00 $350.00 $5.00 $3.00 $2.00 $600.00 $2,000.00 $3,000.00 $350.00 $150.00 $100.00 $12.00 $50.00 $5.00 $15,300 $0 $400 ' $108,500 $10,500 $600 $51250 $350 $9,750 $6,450 $47300 $4,800 $0 $42,DDD $4,900 $2J00 q$281320 $1,000 Subtotal Sanitary Sewer $245,9 00 10% Contingency $24,592 TOTAL Sanitary Sewer $270,512 C (0 (0 C C M c n (p O n m N J F O N (0 O) r N (V h t` fn to Q! 0Q" � ffl r� fR fA fA Efl � M Vi fA r� fA fA N� f9 t a ®v 6 Z o 0 0 0 0 0 0 0 0 0 0 0 0 0 o OD o 0 0 F-• o 0 0 0 (n o (n o (� (n o 0 0 (n o C (n o 0 uy 00 N� N fA 69 fA M� fA fA N di r� W rM fA Vi MI) Z 0 o > » om » 0 ' U �' S O pa 04 lo�l rnr n O N q' .�- (�V N N N N O Or m '- (0 '- tOi a n(n n (n o rn o 0 0 eN- .N- t0 O M r J 0 0 N r n V V (A (0 n n n O w A m U Gl j W J z ca O p 0 c =V Q G Y. z n n V M M m O N G m m O N m M 0O O O O O V O O F- W c N o r n n v u (o co (D r o o o V) G) m N r n co M (0 (n N N N Cal m (6tl'J z W Ad c% 40 c Uui Q L J U J IL m Q m¢> Z> LL r u LL LL LL Z Y r LL LL LL p- m W Z wbOmJ wJmwwowo m(n(n m M Q D IL z W 0 p o n n m N v (n m o 0 o r= M M N M M O m 0 t0 0 M 0 0 N 0 V 0 V o V (0 (0 t0 Z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O ad a Z d o d o o d o 0 0 0 0 0 o d 0 o 0 0 z C9 U m m m m m m m m m m m mmm m m m m O, z O Na 0 LFM Yt w__ z U' z w Wv m m p W t m = O. a r o W s FPE 0 a O U LL O10 ¢ N F > Z 'w � m c �a" ° W 7 p t- o m m 0 d m m m m m u W IL t 3 J Q5% y o m c r m W o o v C p mm c> m E v g m m 0 ` 2 i m V= H tt' C wm m0 O 0~m oCQ> Z c mW mc — QN LcE m oo° m cx ° Emia m YIr co c D: (D c oOLL m Ci C E c E E c= m C)o L r U W N N U U C. m -� (� c4 N (� (q v c N ¢ a o m- v C � m m m m M10, 0)E — p m n m m NO>>>>m d m N m W W Q 3 CF (0pa QiTlrl•3:7�'�Lal�al:7 � �1� �:Z•1i1I�•3`i[•ii111: [•71�7�3 �:7E� �j 07/16/2008 C-1 LGGROUP P07297.FW ATTACHMENT °"DAIS PROJECT SCHEDULE • •- •- Engineering Design %., �� - PROJECT (COUNCILDISTRICT C en • Road, SCHEDULE City of Fort Worth PROJECTED ACTUAL ID Task Name Duration Start Finish - Duration Start Finish 1 Notice -to -Proceed 1 day Mon 09/01/08 Mon 09/01108 2 Topographic Survey 20 days Mon 09/01/08 Fri 09/26/08 da s 3 Geotechnical Testing and Report 25 days Mon 09/08/08 Fri 10/10/08 : days 4 Prepare 30% Conceptual Plans 30 days Mon 09/29/08 Fri 11/07/08 -' days 5 30% Plans Submittal to DOE 0 days Fri 11/07/08 Fri 11/07/08 da s 6 City of Fort Worth Review of 30% Plans 10 days, Mon 11/10/08 Fri 10/21/08 ,. ,, days 7 Neighborhood Meeting 1 day Tue 11125/08 Tue 11/25/08 days 8 Address DOE/Citizen Comments 10 days Mon 11/24/08 Fri 12/06/08 " da s 9 Submit Plans for Utility Coordination 1 day Mon 12/08/08 Mon 12/08/08 ,. `' days Incorporate Comments/Prepare 10 60°% Preliminary Plans & Specs. 35 days Mon 12/08/08 Fri 01/23/09 '': days 11 60% Plans Submittal to DOE 0 days Fri 01/23/09 Fri 01/23/08 days 12 Franchise Utility Relocations 130 da s Mon 01/26/09 Fri 07/24/09 days 13 City of Fort Worth Review of 60°% Plans 15 days Mon 01/26/09 Fri 02/13/09 da s Incorporate Comments/Prepare 14 90°% Pre -Final Plans & Specs. 20 days Mon 02/16/09 Fri 03/13109 days 15 90°% Plans Submittal to DOE 0 days Fri 03/13/09 Fri 03/13/09 da s 16 City of Fort Worth Review of 90°% Plans 5 days Mon 02/16/08 Fri 02/20/09 Revise and Prepare 100°% Final Plans & 17 Secs. for Advertisement for Bids 10 days, Mon 03/23/09 Fri 04/03/09 _ days 18 100°% Plans Submittal to DOE 0 days Fri 04/03/09 Fri 04/03/09 days 19 Circulate Final Plans for Signatures 5 days Mon 06/08/09 Fri 06/12/09 " days 20 Advertise Project 0 days Mon 06/15/09 Mon 06/15/09 days 21 Advertisement Duration 15 days Mon 06/15/09 Thur 07/02/09 days ,ta 22 Open Bids 0 days Thur 07/02/09 Thur 07/02109 `.. 7 days 23 M & C Circulation Process 10 days I Mon 07/06109 Fri 07/17/09 ry,1 days 24 Council Award 0 da Xs Tue 07/21/09 Tue 07/21/09 days 25 Execute Contract Documents 3 days Wed 07/22/09 Fri 07/24/09 days 26 Construction 6 months 130 days Mon 07/27/09 Fri 01/22/10 da s 07/16/2008 D-1(1) LGGROUP P07297.FW 1 :1 • •' NZAgALLUNLOU Attached are the locations for street reconstruction and replacement of water and sewer lines shown on pages E-2 to E-21 which are numbered as follows: E-2. Project Location Map E-3 Proposed 8" Water Line Chickering Avenue (Greenbrook PI. to Southwest Blvd.) (Mapsco Page 74X) E-4 Proposed 8" Water Line Marks Place (Southwest Blvd. to Vickery Blvd.) (Mapsco Pages 74W & 88A) E-5 Proposed L-5585, M-211, L-5098, L-5586 and L-4677 Chickering Avenue (L-5585, Sta. 0+00 to Sta. 7+94E) Chickering Avenue (M-211, Sta. 51+89 to Sta. 53+82BK) Chickering Avenue (L11115098, Sta. 0+00 to Sta. 2+36E) Chickering Avenue (L11115586, Crossing) Chickering Avenue (L-4677, Sta. 0+00 to Sta. 1+63) (Mapsco Page 74X) E-6 Proposed 1-3103, L-3206, L-3114, L-3103"A", L-3116, L-3115 and L-3115"A" Marks Place (LIII, 3103, Crossing) Marks Place (L111113206, Crossing) Marks Place (L-3114, Crossing) Marks Place (L-3116, Crossing) Marks Place (L-3103"A", Sta. 0+00 to Sta. 1+20E) Marks Place (L-3115, Sta. 0+00 to Sta_ 2+27E) Marks Place (L-3115"A", Sta. 0+00 to Sta. 2+17E) (Mapsco Page 74W) E1111,7 Proposed Paving and Sidewalk Chickering Avenue (Angus Dr. to Southwest Blvd.) (Mapsco Page 74X) E-8 Proposed Paving and Sidewalk Weyburn Drive (Selkirk Dr. to Selkirk Dr.) (Mapsco Page 89L / 89M) E-9 Proposed Paving and Sidewalk Marks Place (Southwest Blvd. to Vickery Blvd.) (Mapsco Pages 74" & 88A) 07/16/2008 LGGROUP P07297.FW matellia"miltel ENGINEERING DESIGN SERVICES ASSOCIATED WITH STREET RECONSTRUCTION, WATER AND SANITARY SEWER REPLACEMENTS FOR 2007 CRITICAL CAPITAL PROJECT (COUNCIL DISTRICT 3) CONTRACT 2007 CO 3 (CHICKERING� AVE., WEYBURN DR. & MARKS PL.) L�PEZGARCIA GROUP 100E 15th Street {817) 3901000 Suite 200 (817} 682-9462 Faz fortWorth, Texas 76102 wwwJggroup.cnm 14 15 F F 84 530 6p_ 16 17 18 <o^ A co R o0o s �o TRACT 14R 2 PROP. 8" PVC WL 12 10 S_ IA 2A 3A A 5A 6A 7 8 9 CHI KERING RD. Bit C f 5 = / 4 5 co S 3 6 2 6 7 I 7 �o 8 8 SOS 9 10 d? > I tZ 00 ,q Q �G F' 26 �< N SCALE: N.T.S. LEGEND W2018-376 PROP. "OPEN CUT" COUNCIL DISTRICT NO, 3 PROP, VALVE MAPSCO NO. 74X PROP. HYDRANT PROP. REDUCER WATER MAIN IMPRQVEMENTS CONTRACT 2007 CO 3 CHICKERING RD. (GREENBROOK PL. TO SOUTHWEST BLVD.) L�PEZ3AlaC1A GROUP 100 E iSth Street (817)390-7000 Suite 200 (617) SBZ-9462 Fax Fort Worth,Ie 76102 rwwjggroup.com kv- NJ p Fl/ a :y oIQ©OQ' �e 010 ` O �dOm�iaa� v •� O► 0 �'0 .., m o4/O�oO�o o a woo�4�• , � � I odooaIoai�O�Op�,Q��p�►� . 0 -..�. o��a����oa�m�mom� ©eQ�����i� � O m0�► op'��4�� �s 0=111���0►�© o Off, � ® 4 / n©*via. o�oo�m�� aop - mad ©©o �ao�oI4�� Q o�� � . �� o®O l !����©NP AM boo d o, o ©G�p��lopp � i:�•°'� v�� .�_ , . � ,� oee�l oo- � � m o����n��►©o4v �o� o� o���o - O p �EId�OOQAWl9al� 000�� Ooo no � L wb�% � � m o0 os� �d o•� v� ��. � oo�©oo�-'0oo o�oo aod000Q®000SIM �©m► oeo 000© or go 111 � © . no coolme algal 911111101110 0 _� � ��� Ear ��a � �■ �� ©� oo •---�. 0 �000l000�oo '�� oo Q� 4 Rom! �p.E'i► �0 �o � '� � . 0 ��t�I�►� ! !!.E► ADO � W2018-372 & 2018-376 COUNCIL DISTRICT NO. 3 MAPSCO NO. 74W & 88A LEGEND PROP. "OPEN CUT" PROP. VALVE PROP. HYDRANT PROP. REDUCER . • • ti OSED •r WATER LINE WATER MAIN I M PROVEM ENTS CONTRACT 2007 CO 3 MARKS PL. (SOUTHWEST BLVD. TO VICKERY BLVD.) LOPEZGARCIA GfZ�UP 100E 15th SVeet j677)390-1000 Su'rte200 �B77j 882-9462Fax Fort Worth, Texas 76102 wwwJggmupcom 15 16 17 56+85 M-2 / l "' 52+54 " ® 8 PROP. 8III kb� A P$$ 2A 3A 4A SA 6A 3+19 CH CK LNG R IC r� So �' ► o y� 5 A LO 4 52018-376 COUNCIL DISTRICT NO. 3 MAPSCO NO. 74X 5 / c0 N� 53+82BK= 50+36AH PAN SUR�226 A cA, 9 12 GS � 7 8 1 9 0 1+63B - D 8" 5+97AH O I U �A\ A � �� � 3+ 19BK= I+27AHD �\ Q) A i 48+15 47+12 N SCALE: N.T.S. LEGEND PROP. "OPEN CUT" PROP. MH a '. SEWER MAIN IMPROVEMENTS CONTRACT 2007 CO 3 CHICKER►NG RD. (L-5585; STA. 0+00 TO STA. 7+94E) (L-5586 CROSSING) - (M-211; -STA. 51 + 89 TO STA. 53 + 82(BK)) (L-5098; STA. 0 + 00 TO STA- 2 + 36E) (L-4677; STA. 0 + 00 TO STA. 1 + 63) FoRTWo LDPEZGAfZG1A GROUP00 E.000 1151h Street (817)3901 Sd0200 (8M 882-9462 Fax FortWortkTem 76102 wwwlggroup.com - . �. Elm FF • - ,, ,,," y o:\EWING AVE v ARIA E 12 13 14 IS 16 IT 18 19 1 2 3 4 5 T MEW ll i3 S2018-376 COUNCIL DISTRICT NO, 3 MAPSCO NO. 74W I A 9E 2 44 B 3 4 5 A —1 e I 2 E: N. .S. 32 31 30 29 1 211 1 27 26 25 LEGEND PROP. OPEN CUT" PROP. MH PROPOSED PROPOSED PROPOSED CONTRACTSEWER MAIN IMPROVEMENTS 0000 0.CROSSINGS) 00 TO • 00 TO 00 TO 14 F TRACT 14R M 530 i 60- PROP. 6" CON16 P VI G 1718 IA 2A A 4A 5A 6A 7 OAT 9 yLJi 10 �S] 4 I B� LO COUNCIL DISTRICT NO. 3 MAPSCO NO. 74X N SCALE: N.T.S. LEGEND PROP. CURB AND GUTTER PROP, SIDEWALKS PROP. DRIVES PROP. PAVING PAVING IMPROVEMENTS CONTRACT 2007 CO 3 CHICKERING RD. (ANGUS DR. TO SOUTHWEST BLVD.) Suite 20� (817) 882-9462 Fax FortWortfi, Texas 76102 wwwlggroupmm u 22 I I U 9 Z811 SCALE: N.T.S. 8 LEGEND PROP. CURB AND GUTTER COUNCIL DISTRICT NO. 3 PROP. SIDEWALKS MAPSCO NO. 89L & 89M PROP. DRIVES PROP. PAVING ATTACHMENT PROPOSED PAVING AND SIDEWALK PAVING IMPROi/EMENTS CONTRACT 2007 CO 3 WEYBURN DR. (SELK►RK DR. TO SELKIRK DR.) T_ seXX T- A 13FZOLJP 100 E lSth Street (817) 390-1000 Su to 200 (817) 882-W2 Fax Fort Worth, Texas 76102 wwwJggrouptom • • • ', ®ATE: Tuesday, September 23, 2008 LOG NAME: 302007CODIST3 REFERENCE O.: C-23073 SUBJECT: Authorize Execution of an Engineering Agreement in the Amount of $258,851.00 with URS Corporation, for Pavement Reconstruction and Water and Sanitary Sewer Main Replacements on 3C —Chickering Avenue, Marks Place and Weyburn Drive (Project No. 3C-00995) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute an engineering agreement with URS Corporation, in the amount of $258,851.00 for pavement reconstruction and water and sanitary sewer main replacements on 3C —Chickering Avenue, Marks Place and Weyburn Drive. DISCUSSION: On March 6, 2007, (M&C G-15621) the City Council authorized the sale of $42,325,000.00 in Certificates of Obligation for the purpose of funding part of the Critical Capital Needs Program. That amount included funds for pavement reconstruction on the following streets: Street Limit Chickering Avenue Angus Drive to Southwest Boulevard Marks Place Southwest Boulevard to West Vickery Boulevard Weyburn Drive Selkirk Drive to Selkirk Drive URS Corporation, proposes to perform the necessary design work for a lump sum fee of $258,851.00. City staff considers this fee to be fair and reasonable for the scope of services proposed. In addition to the contract amount, $103,769.50 (water; $27,375.00 sewer; $10,950.00 and streets; $65,444.50) is required for project management by the Engineering Department. URS Corporation is in compliance with the City's M/WBE Ordinance by committing to 22 percent M/WBE participation. The City's goal on this project is 20 percent. This project is located in COUNCIL DISTRICT 3, Mapsco, 74X, W, 88A, 89M and L. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer Capital Projects Fund and the 2007 Critical Capital Projects Fund. TO Fund/AccountlCenters FROM Fund/Account/Centers P265 531200 603170099531 P265 531200 603170099532 $12,080.00 $24,159.00 Logname: 302007CODIST3 Page I of 2 P265 531200 603170099533 4 026.00 P265 531200 603170099551 6 713.00 P275 531200 703170099531 6 585.00 P275 531200 703170099532 $13,882.00 P275 531200 703170099533 2 195.00 P275 531200 703170099551 6 000.00 C295 531200 203400099531 $49,445.00 C295 531200 203400099532 $98 890.00 C295 531200 203400099533 $16,482.00 C295 531200 203400099551 $18,394.00 Submitted for City Manager's Office b� Fernando Costa (8476) Originating ®apartment Head: A. Douglas Rademaker (6157) Additional Information Contact: Dena Johnson (7866) Logname: 302007CODIST3 Page 2 of 2