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Contract 29785
.. . .. 04-~15-04AI 1 26' RCV-a CITY SECRETARY CONTRACT NO. CITY OF FORT WORTH,TEXAS STANDARD AGREEMENT FOR ENGINEERING SERVICES This AGREEMENT is between the City of Fort Worth (the "CITY'), and Transystems Corporation Consultants, (the "ENGINEER"), for a PROJECT generally described as: Sanitary Sewer Rehabilitation Contract LXIX (69)Village Creek Drainage Basin (Enchanted Bay). Article I Scope of Services A. The Scope of Services is set forth in Attachment A. Article 11 Compensation A. The ENGINEER'S compensation is set forth in Attachment B. Article III Terms of Payment Payments to the ENGINEER will be made as follows: A. Invoice and Payment (1) The Engineer"shall provide the City sufficient documentation to reasonably substantiate the invoices. (2) Monthly invoices will be issued by the ENGINEER for all work performed under this AGREEMENT. Invoices are due and payable within 30 days of receipt. (3) Upon completion of services enumerated in Article 1, 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 66 days of the amount due, the ENGINEER may, after giving seven (7) days` written notice to CITY, suspend services under this AGREEMENT until paid in full, including interest. In the event of suspension of services, the ENGINEER shall have no liability to CITY for delays or damages caused the CITY because of such suspension of services. { 1 "k i F1 uJ J i wpm 0 l Article I'V' Obligations of the Engineer Amendments to Article III, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement, providing professional engineering consultation and'advice and furnishing customary services incidental thereto. E, Standard of Care The standard of care applicable to the ENGINEER's services.will be the degree of skill and diligence normally employed in the State of-Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys,- tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall-also advise the CITY concerning the results of.same. The. CITY shall furnish such surveys, tests, and investigations, 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 costlexecution effects are not the responsibility of the ENGINEER. D. Preparation of Engineering Drawings The ENGINEER will provide to the CITY the original drawings of all plans in ink on reproducible plastic film sheets, or as otherwise'approved.by CITY, which shall become the property of the CITY. CITY may use such drawings in any manner it desires; provided, however, that the ENGINEER shall not be liable for the use of such drawings for any project other than the PROJECT described herein. ENGINEERING AGREEMENT Page 2 of 15 �1 :� !il R 10 2D ................................................................................................................................................................... .. .............................................................................................................................. ......................... ........... ................................ E. Engineer's Personnel at Construction site (1) The presence or duties of the ENGINEER's personnel at a construction site, whether as on-site representatives or otherwise, do not make the ENGINEER or its personnel in any way responsible for those duties that belong to the CITY and/or the CITY's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract.Documents and any health or safety precautions required by such construction work.. The ENGINEER and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. (2) Except to the extent of specific site visits expressly detailed and set forth in Attachment A, the ENGINEER or its personnel shall have no obligation or responsibility to visit the construction site to become familiar with the progress or quality of the completed work on ..the PROJECT or to determine, in general, if the work on the PROJECT is being performed in a manner indicating that the PROJECT, whem 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 observations), on the basis of such on-site observations, if any, the ENGINEER shall endeavor to keep the CITY informed of any deviation from the Contract Documents coming to the actual notice of ENGINEER regarding the.PROJECT.. (3) When professional certification of performance or characteristics of materials, systems or equipment .is reasonably required to perform the services set forth in the Scope of services,-the ENGINEER shall be entitled to rely upon such certification to establish materials,.systems or equipment and performance criteria to be required in the Contract Documents. F. opinions of Probable Cost, Financial Considerations, and Schedules (1) The ENGINEER. shall provide opinions of probable costs based on the current available information at the time of preparation, in accordance with Attachment A. (2) In providing opinions of 'cost, financial analyses, economic feasibility projections, and schedules for the PROJECT, .the. ENGINEER has no control over cost or price of labor and materials; unknown or latent conditions of existing equipment or structures that may affect operation or ENGINEERING AGREEMENT Page 3 of 15 "fit ENO: n t,J �iI .................... maintenance costs; competitive bidding procedures and market conditions; time or qualify 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 front 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 ascertan that the construction contractor has completed the work in exact accordance with the Contract-Documents; that the final work will be acceptable in all respects; that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances; or that there are not other matters at issue between the CITY and the construction contractor that affect the amount that should be paid. H. Record Drawings Record drawings, if required, will be prepared, in part, on the basis of information complied and furnished by others, and may not always represent the exact location, type of various components, or exact manner in which the PROJECT was finally constructed. The ENGINEER is not responsible for any errors or omissions in the information from others that is incorporated into the record drawings. i. Minority and woman Business Enterprise (M/WBE) participation In accord with city of Fort Worth ordinance No. 11923, as amended by ordinance 13471, the City has goals for the participation of minority business enterprises and woman business enterprises in City contracts. Engineer acknowledges the M/WBE goal established for this contract and its commitment to_ meet that goal. Any misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Engineer may result iri the termination of this agreement and debarment from participating in city contracts for a period of time of not less than three (3)years. ENGINEERING AGREEMENT Page 4 of 15 .................. . ....................... J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involvihg '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.workspace in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of three (3) years after final payment Under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subconsultant, involving transactions to the subcontract, and further, that the CITY shall have access during normal working hours to all subconsultant facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance-with the provisions of this article together with subsection (3)hereof. CITY shall give subconsultant reasonable advance notice of intended audits. (3) ENGINEER and subconsultant agree to photo copy'such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. ENGINEER's Insurance (1) Insurance coverage and limits: ENGINEER shall provide to the City certificate(s) of insurance documenting policies of the following coverage at minimum limits that are to be in effect prior to commencement of work on the PROJECT: Commercial General Liability $1,000,000 each occurrence $1,000,000 aggregate Automobile Liability $1,000,000 each accident (or reasonably equivalent limits of coverage if written on a split limits basis). Coverage shall be on any vehicle used in the course of the PROJECT. ENGINEERING AGREEMENT Page 5 of 15 DD CRY I'`" Ls ... .................. ............................................................................................................................._.................................................................................................................................................................................................................................................. Worker's Compensation Coverage A: statutory limits Coverage B: $100,000 each accident $600,000 disease- policy limit $100,000 disease -each employee Professional Liability $1,000,000 each claim $2,000,000 aggregate ® The retroactive date shall be coincident with or prior to the date of the contractual agreement and the certificate of .insurance shall state that the coverage is claims-made and the retroactive date. -The' insurance coverage shall be maintained for the duration of the contractual agreement and five (6) years following completion of the service provided under the contractual agreement. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. (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 terra CITY shall -include its employees,, officers, officials, agents, and volunteers as respects the contracted.services. (b) Certificate(s) of insurance shall document that insurance coverages specified according to items section K.(1). and K.(2) of this agreement are provided under applicable policies documented thereon. (c) Any failure on. part of the- CITY to request required insurance documentation shall not constitute. a -waiver of the insurance requirements. (d) A minimum of thirty (30) days notice'of cancellation, non-renewal or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of nonpayment of premium. Such -terms shall be endorsed onto ENGINEER's insurance policies. Notice shall be sent to the respective Department Director (by name), City of ' Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. (e) The insurers for all policies must .be licensed/approved to do business in the State of Texas. Except for worker's compensation, all insurers must have a minimum rating of A:-VII in the current A.M. Best Key Rating Guide or have reasonably equivalent financial ENGINEERING AGREEMENT Page 6 of 15 ............................................................................................................................. strength and solvency to the satisfaction of Risk Management. (f) Deductible limits, or self-insured retentions;. affecting insurance required herein may be acceptable-to-the CITY at its sole discretion; and, in lieu of traditional insurance, any alternative coverage maintained through insurance pools or risk retention groups must be also approved. Dedicated financial resources or letters of credit may also be acceptable to the City. (g) Applicable policies shall each be endorsed with a waiver of subrogation in favor of the CITY as respects the PROJECT. (h) The City shall be entitled, upon its request and without incurring expense, to review the ENG I N EER's insurance policies including endorsements thereto and, at the CITY's discretion, the ENGINEER may be required to provide proof of,insurance premium payments. (1) The Commercial General Liability insurance policy shall have no exclusions by endorsements unless such are approved by the CITY. U} The Professional Liability insurance policy, if.Written on a claims made basis shall be maintained by the ENGINEER for a minimum five (5) year period subsequent •to the term of the respective PROJECT contract with the CITY unless such coverage is provided the ENGINEER on an occurrence basis. (k) The CITY shall not be responsible for the direct payment of any insurance premiums required by this *agreement.' It is .understood that insurance cost is an allowable component of ENGINEER's overhead. (1) All insurance required in section K.,, except for the Professional Liability insurance policy, shall be written on an occurrence basis in order to be approved by the CITY. (m) subconsultants to the ENGINEER• shall be required by the ENGINEER to maintain the same or reasonably equivalent insurance coverage as required • for the .ENGINEER. When subconsultants maintain insurance coverage, ENGINEER shall provide CITY with. documentation thereof- on a certificate of insurance. Notwithstanding anything to. the contrary contained herein, in the event a subconsultant's insurance coverage is canceled or terminated, such cancellation or'termination shall not constitute a breach by ENGINEER of the Agreement. ENGINEERING AGREEMENT Page 7 of 15 ''` � Col clif M r I' ..... ................. .................................... .................................................................................................................................................................................................................................................... ........................................................................................................................................... ............ I • I L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. M. Disclosure The ENGINEER acknowledges to the CITY that'it has made full disclosure in writing of any existing conflicts-of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the proposed PROJECT and business relationships with, abutting property cities. The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest which develop subsequent to.the signing' of this contract and prior to final payment under the contract. N. Asbestos or hazardous substances (1) If asbestos or hazardous substances in any form are encountered or suspected,'the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the ENGINEER will, if requested, assist the CITY in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. o. Permitting Authorities - Design changes If permitting authorities require design changes so as to comply with published design criteria and/or current engineering practice standards which the ENGINEER should have been aware of at the time this 'Agreement was executed, the ENGINEER shall revise plans and specifications, as required, at its own cost and expense. However, if design changes are required due to'the changes in the permitting authorities' published design criteria and/or practice .standards criteria which are published after the date of this Agreement which-the ENGINEER could not have been reasonably aware of, the ENGINEER shall notify the CITY of such changes and an adjustment in compensation will be made through an amendment to this AGREEMENT. Article V Obligations of the city Amendments to Article V, if any, are included in Attachment C. A. City-Furnished Data The CITY will make available to the ENGINEER all technical data in the CITY's possession relating to the ENGINEER's services on the PROJECT. The ENGINEERING AGREEMENT Page 8 of 15 ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ENGINEER may rely upon the accuracy, timeliness, and completeness of the information provided by the CITY. B. Access to Facilities and Property The CITY will make its facilities accessible to the ENGINEER as required for the ENGINEER's performance of its services and will provide labor and safety equipment as required by the ENGINEER for such access. The CITY will perform, at no cost to the ENGINEER, such tests of equipment,'machinery, pipelines, and other components of the CITY's facilities as may be required in connection with the ENGINEER's services. The CITY will be responsible for all'acts of the CITY's personnel. .ca ,Advertisements, Permits, and Access Unless otherwise agreed to in the scope of services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits,and licenses required by local, state, or federal authorities; and land, easements, rights-of--way, and access necessary for the ENGINEER's services or PROJECT construction. D. Timely Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as the CITY deems appropriate; and- render in ,writing decisions required by the CITY in a timely manner in accordance with the project schedule in Attachment D. 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 tuning of the ENGINEER's services or of any defect in the. work of the ENGINEER or construction contractors. F. Asbestos or Hazardous substances and Indemnification (1) To the maximum extent permitted by law, the.CITY will indemnify and release ENGINEER and its officers, employees, and subcontractors from all claims, damages, losses, and costs, including;- but not limited to, attorney's fees and litigation expenses arising out of or relating to the presence, discharge, release, or escape of hazardous substances, contaminants, or asbestos on or from the PROJECT. Nothing contained herein shall be construed to require the CITY to levy, assess or collect any tax to fund this indemnification. ENGINEERING AGREEMENT Page 9 of 15 (2) The indemnification and release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER'S negligence.or if such hazardous substance, contaminant or asbestos is brought onto the PROJECT by ENGINEER. G. Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article IV.E. regarding the E NG I N EER's-Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractor's negligence. H. Contractor Claims and Third-Party Beneficiaries (1) The CITY agrees to include the, following clause. in all contracts with construction contractors and equipment or materials suppliers: "Contractors, subcontractors and equipment and materials suppliers on the PROJECT, or their sureties,'shall' maintain no direct action against the ENGINEER, its officers, employees, and subcontractors, for any claim arising out of, in connection with, or resulting from the engineering services performed. Only the CITY will be the beneficiary of any undertaking by the ENGINEER." (2) This AGREEMENT gives no rights or benefits to anyone other than the CITY and the ENGINEER and there,are no third-party beneficiaries.. (3) The CITY will include in each agreement it enters into with any other entity or person regarding the PROJECT a provision that such entity or person shall have no third-party beneficiary rights under this Agreement. (4) Nothing contained in this section V.H..shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER. 1. 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. ENGINEERING AGREEMENT Page 10 vf*15 ... . .. . ............................................................................................................... ................ ..... ....................................................................................................................................................................................................................................................................................... ... .......... ......... ...................................................................................................................................................... .............. . ................................................................................ ...... .. J. Litigation Assistance The Scope of Services does not include costs of the ENGINEER for required or requested assistance to support, prepare; document, bring, defend, or assist in litigation undertaken or defended by the CITY. In the event CITY requests such services of the ENGINEER, this AGREEMENT shall be amended or a separate agreement will be negotiated between the parties. K. changes The CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect the ENGNEER's cost of or time required for performance of the services, an equitable -adjustment will be made through an amendment to this AGREEMENT with appropriate CITY approval. Article VI General Legal Provisions Amendments to Article Vi, if any, are included in Attachment C. A. Authorization to Proceed ENGINEER shall be-authorized to proceed with this AGREEMENT upon receipt of a written Notice to Proceed from the CITY. B. Reuse of Project Documents All designs, drawings, specifications, documents, and other work products of the ENGINEER, whether in hard copy or in electronic form, are instruments of service for this PROJECT, whether the PROJECT is completed or not. Reuse, change, or alteration by the CITY or by others acting through or on behalf of the CITY of any such instruments of service without the written permission of the ENGINEER will be at the CITY's sole risk. The final designs, drawings,, specifications' and documents shall be owned by the CITY. C. Force IMajeure 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 ENGINEERING AGREEMENT Page 11 of 15 `� U I .................................. ....................... .................................................... ........................................................................................................................................................................................................................................................................................................ . .................. .......... . .. ........................................................................ ................. such nonperformance with five (5) days of written notice and diligently complete the correction thereafter. (2) If this AGREEMENT is terminated for the conv.enience 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. ER Suspension, Delay, or Interruption to work The CITY may suspend, delay, or interrupt.the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER'S compensation will be made. F. Indemnification (1) The ENGINEER agrees to indemnify and defend the CITY from any loss, cost, or expense claimed by third parties for property damage and bodily injury, including death, caused solely - by the negligence or willful misconduct of the ENGINEER, its employees, officers, and subcontractors in connection with the PROJECT. (2) If the negligence or willful misconduct of both the ENGINEER and the CITY (or a person identified above for whom each is liable) is a cause of such damage or injury, the loss, cost, or expense shall be shared between the ENGINEER and the CITY in proportion to their. relative degrees of negligence or willful misconduct as determined pursuant to T.C.P. & R. Code, section 33.011(4) (Vernon Supplement 1 996). ENGINEERING AGREEMENT Page 12 of 15 C. Assignment Neither party will assign all or any part of this AGREEMENT without the prior written consent of the other party. H, Interpretation Limitations on liability and indemnities in this AGREEMENT are business understandings between the parties and shall apply to all-the different theories of recovery, including breach of contract or warranty, tort including negligence, strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence for limitations of liability and sole negligence for indemnification. The term "Parties" mean the CITY and the ENGINEER, and their officers, employees, agents, and subcontractors. 1. 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 attorney's fees, costs and expenses, may be litigated by either party on a de novo basis. The award shall become final ninety (90) days from the date same is issued. If litigation is filed by either party within said ninety (90) day period, the award shall become null and void and shall not be used by either party for any purpose in the litigation. ENGINEERING AGREEMENT Page 13 of 15 V J 4' ............................................................................................................................................................................. K. Severability and Survival If any of the provisions contained in this AGREEMENT are held for any reason to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability will not affect any other provision,,and this AGREEMENT shall be construed as if such invalid, illegal, or unenforceable provision had never been contained herein. Articles V.F., VI.B., VI.D., VI.H., VI.I., and VI.J. shall survive termination of this AGREEMENT for any cause. L. observe and Comply ENGINEER shall at all times observe and comply with all federal and State laws and regulations and with all City ordinances' and regulations which in any way affect this AGREEMENT and the work hereunder, and shall observe and comply with all orders, laws ordinances. and regulations which may exist or may be enacted later by governing bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof-shall be considered. ENGINEER agrees to defend, indemnify and hold'harmless CITY and all of its officers, agents and employees from and against all.claims or liability arising out of the violation of any such order, law, ordinance, or regulation, whether it be by itself or its employees. M. Negotiated Agreement. The parties acknowledge that each party and Its .counsel have reviewed and revised this Agreement and that the normal' rules of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this Agreement or exhibits hereto. 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 ENGINEERING AGREEMENT Page 14 of 15 ............ .. ......... ............................................................................................................................................................................................................................................................................................... ATTEST: CITY OF FORT WORTH Marc A. O. City secretary Assistant Manager -~� APPROVAL RECOMMENDED r Contract Authorization Date A..Douglas Rademaker, P.E. Director, Engineering Department APPROVED As TO FORM AND LEGALITY Raul Pena, P.E. Transystems Corporation Consultants Regional,Vice.President . ENGINEER By: Assistant City Attorney Raul Ffena, P ENGINEERING AGREEMENT Page 15 af.15 o I -M-&C Request Review Page 1 of 2 FOX]VOK.0 et Pr COUNCIL ACTION: Approved on 1/2012004 DATE: 1/2012004 REFERENCE NO.: **C-19937 LOO NAME: 30ENCHANTEDBR • CONSENT PUBLIC NO CODE. G TYPE. HEARING: SUBJECT: Engineering Agreement with TranSystems Corporation Consultants for Sanitary Sewer Rehabilitation Contract LXIX (69)Village Creek Drainage Basin (Enchanted Bay) RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute an engineering agreeim( with TranSystems Corporation Consultants in the amount of$248,784 for Sanitary Sewer Rehabilitatiol Contract LXIX (69)Village Creek Drainage Basin. DISCUSSION: The Wastewater Collection System Master Plan recommends that additional capacity be provided beta the years 2000 to 2005 to meet present demand and future growth in the rapidly developing Village CrE drainage basin. In the recent past, sanitary sewer overflows and customer backups have occurred within the Sun Valle; Addition, due to the condition and hydraulic restrictions of the existing 36-inch sanitary sewer line. A n( development, the Waterfront at Enchanted Bay, is being planned that is immediately east of the Sun V= Addition near Lake Arlington and S.E. Loop 820. In order to improve the level of sewer service to exist neighborhoods and proposed developments, the engineer will design to replace approximately 15,000 feet of sanitary sewer main in various locations within the Village Creek Drainage area. The sanitary s( mains include: 3120 feet of 54-inch main M-244B 289 feet of 8-inch (L-5643) 565 feet of 8-inch (L-5644) 263 feet of 8-inch (L-5645) 608 feet of 8-Inch (L-5646) 1251 feet of 1.0--inch (L-5785) 479 feet of 8-inch (L-5787) 1 380 feet of 15-inch (L-243) 2800 feet of 54-inch (L-244B) 1 105 feet of 8-inch (L-5713) 350 feet of 8-inch (L--5659) The engineer will prepare plans and specifications, storm water pollution prevention plans, right-of entr documents and easement instruments. TranSystems Corporation is in compliance with the City's M/WBE ordinance by committing to 25% MA participation. The City's goal on this project is 25%. 1 I I h. ://www.cfwnet.org/counci Packet/Mc review.asp?ID S 8 S&cotir�c�ld ate=112012004 3131I�DD4 .. .... .......................... M&C Request Review Page 2 of 2 In addition to the contract amount, $5,000 is required for project management by the Engineering Department. This project is located in COUNCIL DISTRICT 5. FISCAL INFORMATIONICERTIFICATION: The Finance Director certifies that funds are available in the current capital budget, as appropriated, of Seger Capital Projects Fund. To Fund/Account/Centers FROM Fund/Account/Centers PS58 531200 070580176170 248.784.01 Submitted for City Mann er's Office b .Marc Oft (8478) Originating De artment Head: A. Douglas Radernaker (8157) � Additional Information Contact: A. Douglas Radernaker(8157) ATTACHMENTS hftp://www.cfwnet-org/council-Packet/r c review.asp?III=888&counclldate=112012004 3/31/2004 ATTAC H X11 E NT"N' Gene, 1,Scooe of dices "Scope of Services set forth herein can only be modified by additions, clarifications, andlor deletions set forth in the supplemental Scope of Services. In cases of conflict between the Supplemental Scope of Services and the General Scope of Services, the Supplemental Scope of Services shall have precedence over the General Scope of Services." .GENERAL 1} Preliminary Conference with City The Engineer shall attend preliminary conferences with authorized representatives of the City regarding the scope of project so that the plans and specifications which are to be developed hereunder by the Engineer will result in' providing . facilities which are economical in design and conform to the city's requirements and budgetary constraints. 2} Coordination with outside Agencies/Public Entities The Engineer shall coordinate with officials of other outside agencies as may be necessary for the design of the proposed street, and storm drain and/or water and wastewater facilities/improvements. It shall be the Engineer's .duty-hereunder to secure necessary information from such outside agencies, to meet their requirements. 3) Ceotech n ical Investigations The Engineer shall advise the City of test borings, and other subsurface investigations that -may be needed. In the event it is determined necessary to make borings or excavate test holes or pits, the Engineer shall in coordination with the City and the city's geotechnical engineering consultant, draw up specifications for such testing. program. The cost of the borings or excavations shall be paid for by the City. 4) Agreements and Permits The Engineer shall complete all forms/applications to allover 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 cos ►fi ,;t r ., r�av able �L 6 9 delays, a mutually agreeable and reasonable time extension shall be negotiated. 8} 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 shell 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. 11 IC-7 vv .............................................................................. . ................................................................................................................................................... .................... . ... ........... .................................................................................................... ............................................................................. ................................................ ................................................................. ............... s 10} conceptual Plans The Engineer shall furnish four (4) copies of the Phase 1 concept engineering plans which include layouts, preliminary right-of-way needs and preliminary estimates of probable construction costs for the Engineer's recommended plan. For all.submittals, the Engineer shall submit plans and documents for street/storm drain- and water/wastewater facilities. The Engineer shall receive written approval of the Phase 1 Plans from the City's project manager before proceeding with Phase 2. PHASE 2 1 1} 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. .... ..................................................................................... .............................................................................................................................................................. ........ ... ...................................................................... ............................................................................... ............................................................................................................................................ PHASE.4 16) Final Approved Construction flans 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. 16} 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 s services. PHASE 5 20} Preconstruction Conference The Engineer shall attend the preconstruction conference. 21) construction Survey 3 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. 23] shop Drawing Review The Engineer shall review shop and erection drawings submitted by the contractor for compliance with design concepts. The Engineer shall review laboratory, shop, and mill test reports on materials and equipment. 24) Instructions to Contractor The Engineer shall provide necessary interpretations- and clarifications of contract documents, review change orders and make recommendations as. to the acceptability of the work, at the request of the city. 25} Differing site conditions The Engineer shall prepare sketches required to resolve problems'due to actual field conditions encountered. 26} Record Drawings The Engineer shall prepare record drawings from information submitted by the contractor, EXHIBIT "Awl" SUPPLEMENTAL SCOPE OF SERVICES (SUPPLEMENT To ATTACHMENT'"A"") Enchanted Clay Sanitary Sewer Rehabilitation Contract LXIX (69) PHASE I DESIGN SERVICES: WATER AND/OlR SANITARY SEWER IMPROVEMENTS The following is a clarification of the tasks that the ENGINEER will perform under ATTACHMENT "A". Work under this attachment includes engineering services for water and/or sanitary sewer improvements for the above mentioned project. Upon receipt of notice to proceed, the ENGINEER will perform the following tasks: PANT A—PRE-ENGINEERING 1. Initial Data Collection a. Pre-Design Coordination Meetings ENGINEER will attend and document meetings, as required, to discuss and coordinate various aspects of the project and to ensure that the project stays on schedule. For purposes of establishing a level of comfort, two (Z) meetings are anticipated. These include the following: One (1) pre-design kickoff meeting, (including the CITY's Department of Engineering and other departments that are impacted by the project). One (1) review meeting at completion of the City's review of the conceptual engineering plans. b. Data Collection In addition to data obtained from the City, ENGINEER will research and make efforts to obtain pertinent information to aid in coordination of the proposed improvements with any planned future improvements that may influence the project. ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including; utilities, City Master plans, property ownership as available from the Tax Assessor's office. E.A6-I ....................................... 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 the start of construction. The CITY will direct the Contractor to de-hole the service line at the clean-out location of all buildings or structures so that the Engineer or surveyor can determine the flow line of the sewer service line after contract(s) for the construction of the project have been awarded, but prior to the construction of any sanitary sewer lateral or main which will require the reroute/relocation of existing public and private sanitary sewer service lines. The Engineer shall then use this information to provide the design for the sanitary sewer service line to be rerouted or relocated. C. Coordination with Other Agencies During the concept phase the ENGINEER shall coordinate with all utilities, including utilities owned by the City, TxDOT and railroads. These entities shall also be contacted if applicable, to determine plans for any proposed facilities or adjustment to existing facilities within the project limits. The information obtained shall be shown on the concept plans. The ENGINEER shall show the location of the proposed utility lines, existing utility lines and any adjustments and/or relocation of the existing lines within the project limits. ENGINEER shall complete all forms necessary for City to obtain permit letters from TxDOT and railroads and submit such forms to the City. City shall be responsible for forwarding the forms to the affected agencies for execution. 2. Monthly Progress Report and Neighborhood Newsletter a. The ENGIENER shall submit a progress schedule after the design contract is fully executed. The schedule shall be updated and submitted to the CITY along with E -2 A6 monthly progress report as required under Attachment B of the contract. b. ENGINEER will prepare a quarterly newsletter detailing the status of the project for distribution to the affected Neighborhood Association. The newsletter will be reviewed and approved by the City prior to distribution. PART B -CONSTRUCTION PLANS AND SPECIFICATIONS 1. Conceptual Engineering 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 improvements, trees, fences, walls, etc., horizontally along rear lines in an approximately 20' wide strip. In addition, locate all rear house corners and building corners in backyards. Profile existing water and/or sewer line centerline. Compile base plan from field survey data at 1"-20' scale. Obtain permission for surveying through private property. Locate horizontal and vertical alignment of utility lines. The improvements, trees, fences, walls, etc., horizontally along rear lot lines in an approximately 2o'wide strip. In addition, locate all rear house corners and building corners in backyards. Compile base plan from field survey data at 1 20' horizontal and 1" = 2'vertical scale. When conducting design survey at any location on the project, the consultant or its sub-consultant shall carry readily visible information EA6-3 .. ........ .. .. 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, snaps, 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 (DING or DXF) format (currently Release 2002), or as otherwise approved in writing by the CITY, and all data collected and generated during the course of the project shall become the property of the CITY. 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, 518" Iron Food) 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 syste as the Control. ►.. pill,w r ...-.- J ........................................................... ...... 4. No less than two horizontal control points, per line or location. 5. Bearings given on all proposed centerlines, or baselines. 6. Station equations relating utilities to paving, when appropriate. iii. Public Notification and Person nelNe hicl e Identification 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. When conducting site visits to the project location, the consultant or any of its sub-consultants shall carry readily visible information identifying the name of the company and the company representative. All company vehicles shall also be readily identifiable. iv. Conceptual Engineering Plan Submittal a. Conceptual plans shall be submitted to City 98 days after Notice to Proceed Letter is issued. b. The ENGINEER shall.....perform conceptual design of the proposed improvements and furnish four (4) copies of the concept engineering plans which includes layouts, preliminary right-of-way needs and cost estimates for the ENGINEER's recommended plan. ENGINEER shall perform remaining field surveys required for final design of selected route(s). The ENGINEER shall also evaluate the phasing of the water, sanitary sewer, street and drainage work, and shall submit such evaluation in writing to the City as a part of the concept phase of the project. All design shall be in conformance with Fort Worth Water Department policy and procedure for ,processing water and sewer design. ENGINEER shall review the City's water and sewer master EA6-5 ....................................................... plan and provide a summary of findings pertaining to the proposed project. 2. Preliminary Engineering Upon approval of Part B, Section 2, ENGINEER will prepare preliminary construction plans as follows: a. Overall water and/or sanitary sewer layout sheets and an overall easement layout sheet(s). b. Preliminary project plans and profile sheets which show the following: Proposed water and/or sanitary sewer plan/profile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate valves, isolation valves and all pertinent information needed to construct the project. Legal description (Lot Nos., Block Nos., and Addition Names) along with property ownership shall be provided on the plan view. 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, Section 2. Conflicts shall be resolved where pipelines are to be rehabilitated on the same line segment. Base sheets shall reference affected or adjacent streets. Where open-cut construction is anticipated, below and above ground utilities will be located and shown on the base sheets. 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 EA6-6 as specified in Section A, Part 1 b. f. The ENGINEER shall make provisions for reconnecting all water and/or wastewater service lines which connect directly to any main being replaced, including replacement of existing service lines within City right-of-way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and 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. hM Right-of-way Research The ENGINEER will conduct preliminary research for availability of existing easements where open--cut construction or relocation of existing alignments is probable. Temporary and permanent easements will be appropriated based on available information and recommendations will be made for approval by the City. L Right-of-way/Easement Preparation and Submittal Preparation and submittal of right-of-way, easements and rights-of-entry will be in conformance with "Submittal of Information to Real Property for Acquisition of Property". j. Utility Clearance Phase The ENGINEER will consult with the City's Water Department, Department of Engineering, and other CITY EA6-7 departments, public utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities that have an impact or influence on the project. ENGINEER will design City facilities to avoid or minimize conflicts with existing utilities. The ENGINEER shall deliver a minimum of 13 sets of approved preliminary construction plans to the City's Utility Coordinator for forwarding to all utility companies, which have facilities'within the limits of the project. k. Preliminary construction plan submittal 1. Preliminary plans and specifications shall be submitted to City 70 after approval of Part B, Section 2. 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 Easement layout(if applicable) Plan & Profile Sheets Standard Construction Details Special Details (If applicable) iii. The ENGINEER shall submit a preliminary estimate of probable construction cost with the preliminary plans submitted. ENGINEER shall assist City in selecting the feasible and/or economical solutions to be pursued. 1. Review Meetings with City The ENGINEER shall meet with CITY to ss review r EA6-8 comments for preliminary submittal. The CITY shall direct the ENGINEER in writing to proceed with Final Design for Final Review. mR 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 mail the invitation letters. 3. Final Engineering Plan Submittal a. Final Construction Documents shall be submitted to CITY 77 days after approval of Part 13, Section 4. Following CITY approval of the recommended improvements, the ENGINEER shall prepare final plans and specifications and contract documents to CITY (each sheet shall be stamped, dated, and signed by the ENGINEER) and submit two (2) sets of plans and construction contract documents within 15 days of CITY's final approval. Plan sets shall be used for Part C activities. b. ENGINEEWs Estimate of Probable Construction Cost The ENGINEER shall submit a final estimate of probable construction cost with the final plans submitted. PART C - PRE-CONSTRUCTION ASSISTANCE Administration a. Deliver Bid Documents The ENGINEER will make available for bidding, upon request by the CITY, up to forty (40) sets of the final approved and dated plans and specifications and contract documents for the projects to the CITY for distribution to potential bidders. Proposal will be delivered in electronic format. EA5-9 { ....................................................... ................................................................................... b. Bidding Assistance The ENGINEER shall assist the CITY during phase including preparation and delivery of addenda to plan holders and responses to questions submitted to the DOE by prospective bidders. Engineer shall attend the scheduled pre-bid conference. The ENGINEER shall assist in reviewing the bids for completeness and accuracy. The ENGINEER shall attend the project bid opening develop bid tabulations in hard copy and electronic format and submit four(4) copies of the bid tabulation. C. Assistance During Construction The ENGINEER shall attend the pre-construction conference for the project. The ENGINEER shall also consult with and advise the CITY on design and/or construction changes, if necessary. PART D—CONSTRUCTION STAKING (OPTIONAL) ENGINEER if directed by the City, will set control points (i.e. tie survey to permanent monument such as TPW monuments and/or property corners, one location each at beginning and end of project) for the project, establish a minimum of two bench marks per plan sheet (bench marks shall be located adjacent to project) and also provide the following construction staking services: 1. SANITARY SEWER STAKING: Provide an offset stake at 50' intervals (25' intervals in curves if required) and at proposed manholes, points of curve, points of tangent, and at all horizontal of vertical angle points, with a cut to.flow line and a cut/fill to top of proposed manholes. Provide centerline elevation at 50 intervals. Provide location of proposed services for construction purposes and for as-built purposes. In case the proposed SS line will be constructed in a location other than the existing line, services will be located by two options: the TV option which provides a log report of service locations or by locating the existing service at the time of construction. Stake easements and property lines where applicable. Line and grade shall be set to a tolerance of+/-0.01 ft. 2. WATER STAKING: Provide an offset stake at 50' intervals (25' intervals in curves if required) and at valves, tees, and at all horizontal or vertical angle points with a cut to top of pipe or flow line of pipe (depending on the proposed size). Provide centerline elevation at 50' intervals. Provide a location of proposed services for construction purposes and for as-built purposes. Provide offset location and grade stakes for proposed fire hydrants and water meters with a cut/fill to the proposed top of curb. Stake easements and property EA6-10 lines where applicable. Provide property ties to all valves, hydrants, tees, horizontal or vertical bends and other appurtenances. Line and grade shall be set to a tolerance of 0.01 ft. 3. `SAS STAKED' RECORD OF THE CONSTRUCTION: Throughout the process of all construction, locate and record anything that does not conform with the construction plans. A drawing of the project layout with dimensions and a coordinate list must be submitted. A copy of sample field notes that must be provided is attached. The field notes must include the following information: a. For sanitary sewer mains, laterals and sewer services; Pipe size and type, percent of grade of sewer laterals, manhole locations, ties to property line including north/south and east/west lines, P.C.'s, P.T.'s or P.R.C.'s, top of ground elevation and flowline elevation of each station number referenced. Cut and fill documentation. Property ties to all locations. b. For water lines; Pipe size and type, its location in the street along with ties to property lines and a water intersection sketch. Cut and fill documentation. Property ties to all service locations. 4. COORDINATION WITH CITY INSPECTORICONTRACTOR: Engineer's surveyor is expected to work with contractor to provide any special requests contractor may have providing the scope of work described above is not exceeded. It is expected that a few stakes will be knocked out during dirt work. Providing that the number of disturbed stakes is minor, the Engineer's surveyor shall replace these stakes at no extra cost. If additional major restaking is required, the consulting engineer's surveyor, shall provide the additional work at an hourly rate of$ 1 2o.00 per hour for a field crew. Major restaking may be required if a substantial number of the initial stakes are knocked down as a result of the contractor's activity and there are not enough stakes left to construct the project. The contractor shall be responsible for paying the consulting engineer for this additional work. The city inspector assigned to the project shall be responsible for determining what constitutes minor and major restaking. 5. INCIDENTAL PRE-CONSTRUCTION STAKING: Right-of-way flagging, back of curb location, curb radii (to determine pole location)for utility clearance. EA6-11 FIN, T�V Y V'J if F■ ry _ 6. SPECIAL CONDITIONS: a. The city Inspector assigned to the project shall oversee all construction staking activity. All documentation including field notes, cut and/or fill notes, grades, "as staked" information etc., shall be provided to the City inspector and shall be sealed and signed by a surveyor licensed in the State of Texas. b. The Engineer's Surveyor shall attend the pre-construction conference. C. The Engineer's Surveyor shall meet with city Inspector and contractor to coordinate surveying schedule and needs prior to beginning work. d. The Engineer's Surveyor shall stake each utility separately and at different times with sanitary sewer first, water second, storm drain third and roadway construction fourth and shall provide enough construction staking information so that the projects can be constructed as designed. e. A member of Engineer's firm familiar with project shall be available at al times to immediately respond to questions from the field. City inspector shall be responsible for all field coordination. EA6-12 ATTACHMENT "B" METHOD of PAYMENT Enchanted Bay Sanitary Sewer Rehabilitation Contract LX IX (69) I. Method of Payment for Lump Sum Compensation A. The Engineer shall be compensated a total lump sum fee of $248,784.00 as summarized in Exhibit "B-2". Payment of the total lump sum fee shall be considered full compensation for the services described in Exhibit "A" and Exhibit "A-1" for all labor materials, supplies and equipment necessary to complete the project. B. The Engineer shall be paid in monthly partial payments as outlined below: Monthly invoices will begin upon satisfactory completion of Exhibit A-1, Part B Section 1, invoices will be submitted until a sure not to exceed 40 percent of the maximum fee is met with the 40% plan submittal. Monthly invoices will continue until satisfactory completion of Part B Section 2, a sum not to exceed 75 percent of the maximum fee, less previous payments and submittal of the 75 % plans. Monthly invoices will continue until satisfactory completion of Part B Section 3, a sum not to exceed 05 percent of the maximum fee, less previous payments and submittal of the 05 % plans. Balance of earnings to be due and payable after the successful completion of Exhibit A-1, Part C. 1 l. Progress Reports A. The ENGINEER shall submit to the designated representative of the Director of the Water Department monthly progress reports covering all phases of design with each invoice in the format required by the CITY. rya,•, A '17 {1J M •/{ r++ t j 1y G.1F 031 90591ProjectMgmt\Contracts\ATTACH-B.DOC B-'1 ....................................................................................................................... EXHIBIT "Bawl vv (SUPPLEMENTAL TO ATTAHMENT B) HOURLY RATE SCHEDULE Enchanted Bay Sanitary Sewer Rehabilitation Contract LXIX(69) w Technician V T5 $110.00 Technician IV T4 $95.00 Technician III T3 $70.00 Technician II T2 $60.00 Technician I TI $50.00 Surveyor V S5 $1 10.00 Surveyor IV S4 $1 40.00 Surveyor III S3 $75.00 Surveyor II S2 $55.00 Surveyor I S1 $45.00 Planner V P5 $1 50.00 Planner IV P4 $125.00 Planner III P3 $90.00 Inspector V 15 $120.00 Inspector IV 14 $55.00 Inspector 111 13 $80.00 Inspector 11 12 $65.00 Inspector 1 11 $55.00 Principal/Engineer V E5 $190.00 Engineer IV E4 $135.00 Engineer III E3 $115.00 Engineer II E2 $95.00 Engineer I E1 $70.00 Clerical III C3 $45.00 Clerical 11 C2 $40.00 Clerical I C1 $35.00 Administrator V A5 $275.00 Administrator IV A4 $125.04 Administrator III A3 $65.00 Administrator 11 A2 $55.00 Administrator I Al $50.00 4 Man Survey Crew 4M $160.00 3 Man Survey Crew 3M $135.00 2 Man Survey Crew 2M $100.00 11GPS Survey Crew 1M $160.40 Subcontracted labor, material tasting equipment, printing and technical photography, and all other direct job expenses to be paid at cost. Vehicle mileage to be paid at the current IRS rate per mile. we C © N S U L T A N T S ` G:1 FW03 10186\ProiectMgmt\Contraotsl[exhibit B-1.x1s]2002 -- !i f ti a 3,ti ti�;1 'r Y 500 Vilest Seventh Street Suite 600 Postal Unit#20 Fort Worth,TX 76102 (817) EXHIBIT v#B.2vv (SUPPLEMENT TO ATTACHMENT B) DESIGN FEE COST SUMMARY Enchanted Bay Sanitary Sewer Rehabilitation Contract LXIX (69) Phase Scope of Services Fee Ntr"E % I -Design Services Design Engineering $2483784.00 $621200.00 25 (Parts A and B) H-Construction Services Assistance (Part C) Total $248,784.00 Proposed AVVVBE Sub-consultants Services Fees % ANA Consultants, Inc. Engineering Design $57,200.00 23 Arlington Blueline Reproductions $ 5,000.00 2 $62,200.00 25 `mot���� ����� !��_ ';����� 11 ff 1 f G:1FW031 00591ProjecNgmt\Contracts\EXHIBIT B-2.doc ................. ................................................................ ......................................................................................................................................... ...................................................................................... 0 THA4S S C C> N S U L T A,, N T S Exhibit B-2A May 14, 2003 Mr. Copal Sahu, P.E. Department of Engineering City of Fort Worth 1000 Throckmorton Street Fort Wo rth, TX 76102-6311 RE: Enchanted Bay Sanitary Sewer Rehabilitation Contract LXIX (69) Dear Mr. Sahu: We appreciate the opportunity to present this proposal and fee schedule for your consideration. Attached please find a construction cost estimate, and exhibits depicting the scope and limits of work for the sewer line improvements. We propose to complete the proposed work in accordance with the following fee schedule which includes one public meeting and exhibits: Estimated Construction Costs (Sewer line): TOTAL $3,503,600,00 Basic Engineering Design Services: Large Diameter TSPE Curve B $ 1,550,800 5.4% x 0.85 � $ 71,182 Small Diameter TSPE Curve A $ 1,952,800 6.5% x 0.85 - $107,892 TranSystems Consultants Fee $179,074.00 IDL ........................................................ Exhibit B-2A Mr.Gopal Sahu,P.E. May l4,2003 Page 2 Special Services $ 62,120.00 Design Surveys (ANA) $ 45,500.00 Re-Route Surveys (ANA) $ 27600.00 Easement Surveys (ANA) $ 850.00 Public Meeting (3) $ 31600.00 Postage (right of entries) $ 70.00 Deed/Plats $ 500.00 Coordination W/ Carter& Burgess $ 41000.00 Sub-consultant Management $ 51000.00 Reproductions $ 77590.00 16 Sets of preliminary plans [util. clear.) $ 660.00 44 Sets of Construction Plans $ 31150.00 44 Sets of Specifications ($30.00/ea.) $ 27640.00 Miscellaneous Printing (6 sets and misc.) $ 420.00 Mylar set of final plans $ 720.00 TOTAL LUMP SUM $ 248j84,00 We will be using ANA Consultants LLC to provide surveying services and Arlington Blueline to provide reproduction services. This will result in a 25% portion of the contract that will be performed by approved DBE firms. If you have any questions or require additional information please give me a call. Sincerely, TranSystems Corporation Consultants Joseph C. Masterson, P.E. Senior Associate G:IFW03100591Pi•ojectMgi?ztlCo?tt?-actsE-clzibit B-2A.doc EXIM YT "B_4" (Supplemental to Attachment B) Enchanted Bay M-257 Re-Route City of Fort Worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXIX(69) Prepared by: TranSystems Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Description QTY. UNITS PRICE AMOUNT 1 54"SEWER PIPE 3120 LF $ 265.00 $ 82600.00 2 8"PVC SEWER.BY OPEN CUT;ALL DEPTHS 2,730 LF $ 39.00 $ 106,470.00 3 CONSTR.STD.4"DIA.SANITARY SEWER MANHOLE 5 EA $ 1,500.00 $ 7,500.00 4 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE OVER 6' VF $ 175.00 $ - 5 REMOVE EXIST.SANITARY SEWER.MANHOLE EA $ 630.00 $ -- 6 CONCRETE COLLAR 8 EA $ 400.00 $ 37200.00 7 MANHOLE INSERT 11 EA $ 85.00 $ 935.00 8 TYPE A MANHOLE 6 EA $ 7,500.00 $ 45,000.00 9 PASSIVE ODOR CONTROL 6 EA $ 2,000.00 $ 12,000.00 10 PRE-CONSTRUCTION T.V. 3,225 LF $ 4.00 $ 12,900.00 11 POST-CONSTRUCTION T.V. 3,450 LF $ 2.00 $ 6,900.00 12 VACUUM TEST MANHOLES 11 EA $ 150.00 $ 1,650.00 13 4"SERVICE TAP 45 EA $ 300.00 $ 13,500.00 14 4"SERVICE LINE DI 5,400 LF $ 40.00 $ 216,000.00 15 HMAC PERMANENT PAVEMENT REPAIR 2"} 1,850 SY $ 35.00 $ 64,750.00 16 6"CONC DRIVEWAY LF $ 60.00 $ - 17 SODDING 1,725 LF $ 10.00 $ 17,250.00 18 6"TOPSOIL 1,150 SY $ 6.00 $ 6,900.00. . 19 TRENCH SAFETY 5,850 LF $ 1.75 $ 1011 237.50 Subtotal $ 1,351,992.50 10%Contingency $ 135,199.25 TOTAL 19487,191.75 Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s) methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and Construction Cost provided for herein are made on the basis ofENGINEER's experience and qualifications And represent ENGINEER's best judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cast prepared by ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator. GA FW031 00591ProjectMgmt\Contractsljexhibit B-4.XLS 54"SEWER nf- s 1. ►�d s � I►,.;.u�i ............................................................................................................................................................................................................................................................................................................................................................................................................................. ............................................................................................................. ...................................................................................................................................................................... ......................................... EXIRBIT I'B-411 (Supplemental to Attachment B) Enchanted Bay LATERAL 5643 City of Fort Worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXIX(69) Prepared by: TranSystems.Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Descari on QTY. UNITS PRICE AMOUNT 1 54"SEWER PIPE BY OPEN CUT;ALL DEPTHS LF $ 265.00 $ - 2 15"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 60.00 $ - 3 1511 PVC SEWER BY JACK.&BORE LF $ 450.00 $ - 4 10"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 45.00 $ - 5 8"PVC SEWER BY OPEN CUT;ALL DEPTHS 289 LF $ 39.00 $ 112271.00 6 8"PVC SEWER BY TRENCHLESS METHOD LF $ 55.00 7 CONSTR.STD.4'DIA.SANITARY SEWER MANHOLE 2 EA $ 1,500.00 $ 3,000.00 8 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE OVER 61) 4 VF $ 175.00 $ 700.00 9 REMOVE EXIST.SANITARY SEWER MANHOLE 2 EA $ 630.00 $ 1,260.00 10 TYPE A MANHOLE EA $ 77500.00 $ 1 I JUNCTION STRUCTURE EA $ 152000.00 $ - 12 CONCRETE COLLAR 2 EA $ 400.00 $ 800.00 13 MANHOLE INSERT 2 EA $ 85.00 $ 170.00 14 PRE-CONSTRUCTION T.V. 289 LF $ 4.00 $ 1,156.00 15 POST-CONSTRUCTION T.V. 289 LF $ 2.00 $ 578.00 16 VACUUM TEST MANHOLES 2 EA $ 150.00 $ 300.00 17 4"SERVICE TAP 9 EA $ 300.00 $ 2,700.00 18 4"SERVICE LINE DI 270 LF $ 40.00 $ 10,800.00 19 SODDING 90 LF $ 10.00 $ 900.00 20 6"TOPSOIL 40 SY $ 6.00 $ 240.00 21 HMAC PERMANENT PAVEMENT REPAIR NN 2" 128 SY $ 35.00 $ 4,480.00 22 CURB AND GUTTER REPLACEMENT 36 LF $ 35.00 $ 1,260.00 23 KNIFE VALVE EA $ 5,000.00 $ 24 POINT REPAIR EA $ 5,000.00 $ - 25 TRENCH SAFETY 289 LF $ 1.75 $ 505.75 Subtotal 402120.75 10%Contingency 4,012.08 TOTAL 44,132.83 Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s) methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable Gust prepared by ENGINEER. If prior to the Bidding or Negotiating Phase OVMER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator. ......................... ......................................... ............... .......................................................... ............................................................................................................................................................................................................................... ......... ..... EDIT "B-4" (Supplemental to Attachment B) Enchanted Bay L-5644 City of Fort worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXLX(f 9) Prepared by: TranSystems Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Description CITY. UNITS PRICE AMOUNT 1 54"SEWER PIPE BY OPEN CUT;ALL DEPTHS LF $ 265.00 $ - 2 15"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 60.00 $ -- 3 1511 PVC SEWER BY JACK&BORE LF $ 450.00 $ -- 4 10"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 45.00 $ - 5 8"PVC SEWER BY OPEN CUT;ALL DEPTHS 565 LF $ 39.00 $ 222035.00 6 8"PVC SEWER BY TRENCHLESS METHOD LF $ 55.00 7 CONSTR.STD.4'DIA.SANITARY SEWER MANHOLE 3 EA $ 1,500.00 $ 4,500.00 8 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE OVER 6' 6 VF $ 175.00 $ 1,050.00 9 REMOVE EXIST.SANITARY SEWER MANHOLE 3 EA $ 630.00 $ 11890.00 10 TYPE A MANHOLE EA $ 77500.00 $ - I I 1JUNCTION STRUCTURE EA $ 157000.00 $ - 12 CONCRETE COLLAR. 3 EA $ 400.00 $ 1,200.00 13 MANHOLE INSERT 3 EA $ 85.00 $ 255.00 14 PRE-CONSTRUCTION T.V. 565 LF $ 4.00 $ 21260.00 15 POST-CONSTRUCTION T.V. 565 LF $ 2.00 $ 1,130.00 16 VACUUM TEST MANHOLES 3 EA $ 150.00 $ 450.00 17 4"SERVICE TAP 13 EA $ 300.00 $ 3,900.00. 18 4"SERVICE LINE DI 390 LF $ 40.00 $ 1510600.00 19 SODDING 130 LF $ 10.00 $ 1,300.00 20 6"TOPSOIL 58 SY $ 6.00 $ 348.00 21 HMAC PERMANENT PAVEMENT REPAIR(MIN 211) 565 SY $ 35.00 $ 19,775.00 22 CURB AND GUTTER REPLACEMENT 52 LF $ 35.00 $ 1,820.00 23 KNIFE VALVE EA $ 5,000.00 $ - 24 POINT REPAIR EA $ 5,000.00 1 $ 25 TRENCH SAFETY 565 LF $ 1.751 $ 988.75 Subtotal 78,501.75 10%Contingency 7,850.18 TOTAL 86,351.93 Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractors} methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Casts and Construction Cast provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by ENGINEER. If prier to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator. G:\FW03\0059\ProjectMgmt\Contracts\fexhibit B4.XLS L-7659 rl 1 AL � EA P.V tr R HH V, �� EXIRBIT"B-4" (Supplemental to Attachment B) Enchanted Bay L-5645 City of Fort Worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXIX(59) Prepared by: TranSystems Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Description QTY. UNITS PRICE AMOUNT 1 54"SEWER PIPE BY OPEN CUT;ALL DEPTHS LF $ 265.00 $ - 2 15"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 60.00 $ 3 15"PVC SEWER BY JACK&BORE LF $ 450.00 $ W 4 10"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 45.00 $ --------- .........----5 1811 PVC SEWER BY OPEN CUT;ALL DEPTHS 263 LF $ 39.00 $ 10,257.00 6 1811 PVC SEWER BY TRENCHLESS METHOD LF $ 55.00 7 CONSTR.STD.4`DIA.SANITARY SEWER MANHOLE 1 EA $ 1,500.00 $ 1,500.00 8 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE(OVER 6 2 VF $ 175.00 $ 350.00 9 REMOVE EXIST.SANITARY SEWER MANHOLE 1 EA $ 630.00 $ 630.00 10 TYPE A MANHOLE EA $ 71500.00 $ 11 JUNCTION STRUCTURE EA $ 152000.00 $ 12 CONCRETE COLLAR 1 EA $ 400.00 $ 400.00 13 MANHOLE INSERT 1 EA $ 85.00 $ 85.00 14 PRE-CONSTRUCTION T.V. 263 LF $ 4.00 $ 1,052.00 15 POST-CONSTRUCTION T.V. 263 LF $ 2.00 $ 526.00 16 VACUUM TEST MANHOLES 1 EA $ 150.00 $ 150.00 17 4"SERVICE TAP 9 EA $ 300.00 $ 2,700.00 18 4"SERVICE LINE DI 270 LF $ 40.00 $ 102 800.00 19 SODDING 90 LF $ 10.00 $ 900.00 20 6"TOPSOIL 40 SY $ 6.00 $ 240.00 21 HMAC PERMANENT PAVEMENT REPAIR(M[N 211} 263 SY $ 35.00 $ 9,205.00 22 CURB AND GUTTER REPLACEMENT 36 LF $ 35.00 $ 1,260.00 23 KWE VALVE EA $ 5,000.00 $ - 24 POINT REPAIR. EA $ 5,000.00 $ 25 TRENCH SAFETY 263 LF $ 1.75 $ 460.25 Subtotal 40515.25 10%Contingency 4,051.53 TOTAL 447566.78 Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s) methods of determining;prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and Construction Cast provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best judgment as an experienced and qualified professional engineer,familiar with the construction Industry;but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator. G:1FW03\0 059\ProjectMgmt\Contractsl[exhibit B-4XLS]L-7559 . ................................................................................................................................................................................................................... ................. ..... ..................................................................... . .. .................................................................................................................................. EXEMIT"B--4" (Supplemental to Attachment B) Enchanted Bay L-5645 City of Fort Worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXIX(69) Prepared by: TranSystems Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Description QTY. UNITS PRICE AMOUNT 1 54"SEWER PIPE BY OPEN CUT;ALL DEPTHS LF $ 265.00 $ 2 15"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 60.00 $ 3 15"PVC SEWER BY JACK&BORE LF $ 450.00 $ 4 10"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 45.00 $ - 5 8"PVC SEWER BY OPEN CUT;ALL DEPTHS 608 LF $ 39.00 $ 23,712.00 6 8"PVC SEWER BY TRENCHLESS METHOD LF $ 55.00 7 CONSTR.STD.4'DIA.SANITARY SEWER MANHOLE 2 EA $ 1,500.00 $ 3,000.00 8 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE OVER 6' 4 VF $ 175.00 $ 700.00 9 REMOVE EXIST.SANITARY SEWER MANHOLE I EA $ 630.00 $ 630.00 10 TYPE A MANHOLE EA $ 7,500.00 $ I 1 3UNCTION STRUCTURE EA $ 152000.00 $ W 12 CONCRETE COLLAR 2 EA $ 400.00 $ 800.00 13 MANHOLE INSERT 2 EA $ 85.00 $ 170.00 14 PRE-CONSTRUCTION T.V. 608 LF $ 4.00 $ 2,432.00 15 POST-CONSTRUCTION T.V. 608 LF $ 2.00 $ 1,216.00 16 VACUUM TEST MANHOLES 2 EA $ 150.00 $ 300.00 17 4"SERVICE TAP 18 EA $ 300.00 $ 53400.00 18 4 11SERVICE LINE DI 540 LF $ 40.00 $ 21,600.00 19 SODDING 180 LF 1 $ 10.00 $ 1,800.00 20 6"TOPSOIL 80 SY $ 6.00 $ 480.00 21 HMAC PERMANENT PAVEMENT REPAIR(MIN 2") 608 SY $ 35.00 $ 21,280.00 22 CURB AND GUTTER REPLACEMENT 72 LF $ 35.00 $ 2,520.00 23 KNIFE VALVE EA $ 5,000.00 $ 24 POINT REPAIR EA $ 5,000.00 $ - 25 TRENCH SAFETY 608 1 LF $ 1.751 $ 1,064.00 Subtotal 877104.00 10%Contingency 8,710.40 TOTAL 95,814.40 Since ENGINEER has no control over the cast of labor,materials,equipment or services furnished by others,or over the Contractor(s) methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cast prepared by ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator. G:I FW03 100591ProjectMgmt\Contractsl[exhibit B4MS]L-7659 .... ..................................................................................................................................................................................................................................................................................................................................................................................................................................... ................................................................................................................................................................................................................. EXHIBIT 11B-41' (Supplemental to Attachment B) Enchanted Bay L-5785 City of Fort Worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXIX(69) Prepared by: TranSystems Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Description QTY. UNITS PRICE AMOUNT 1 54"SEWER:PIPE BY OPEN CUT;ALL DEPTHS LF $ 265.00 $ 2 15"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 60.00 $ 3 15"PVC SEWER BY JACK.&BORE LF $ 450.00 $ -- 4 10"PVC SEWER BY OPEN CUT;ALL DEPTHS 111251 LF $ 45.00 $ 56,295.00 5 8"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 39.00 $ -- 6 8"PVC SEWER BY TRENCHLESS METHOD LF $ 55.00 7 CONSTR.STD.4'DIA.SANITARY SEWER MANHOLE 4 EA $ 1,500.00 $ 67000.00 8 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE(OVER 6') 8 VF $ 175.00 $ 17400.00 9 REMOVE DUST.SANITARY SEWER MANHOLE 3 EA $ 630.00 $ 12890.00 1 D 'TYPE A MANHOLE EA $ 7,500.00 $ I 1 JUNCTION STRUCTURE EA $ 157000.00 $ - 12 CONCRETE COLLAR 4 EA $ 400.00 $ 1,600.00 13 MANHOLE INSERT 4 EA $ 85.00 $ 340.00 14 PRE-CONSTRUCTION T.V. 1,251 LF $ 4.00 $ 5,004.00 15 POST-CONSTRUCTION T.V. 11 251 LF $ 2.00 $ 2,502.00 16 VACUUM TEST MANHOLES 4 EA $ 150.00 $ 600.00 17 4"SERVICE TAP 40 EA $ 300.00 $ 12,000.00 18 4"SERVICE LINE DI 1,200 LF $ 40.00 $ 48,000.00 19 SODDING 400 LF $ 10.00 $ 4,000.00 20 6"TOPSOIL 178 SY $ 6.00 $ 1,068.00 21 HMAC PERMANENT PAVEMENT REPAIR MIN 2" 1,251 SY $ 35.00 $ 43,785.00 22 CURB AND GUTTER REPLACEMENT 160 LF $ 35.00 $ 5,600.00 23 KNIFE VALVE EA $ 5,000.00 $ 24 POINT REPAIR EA $ 5,000.00 $ - 25 TRENCH SAFETY 17251 LF $ 1.75 $ 21189.25 Subtotal 1 927273.25 10%Contingency 19,227.33 TOTAL 211,500.58 Since ENGINEER has no control over the cast of labor,materials,equipment or services furnished by others,or over the Contractor(s) methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best judgment as an experienced and qualified professional engineer,familiar with the construction industry,but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator. G:\FW031 00591ProjectMgmt\Contractsl[exhibit B-4XLS]L-7659 EXHIBIT "B_4" (Supplemental to Attachment B) Enchanted Bay L-5787 City of Fort worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXYX(69) Prepared by: TranSystems Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Description QTY. UNITS PRICE AMOUNT 1 54"SEWER PIPE BY OPEN CUT;ALL DEPTHS LF $ 265.00 $ - 2 15"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 60.00 $ - 3 15"PVC SEWER BY JACK.&BORE LF $ 450.00 $ - 4 10"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 45.00 $ - 5 18"PVC SEWER BY OPEN CUT;ALL DEPTHS 479 LF $ 39.00 $ 18,681.00 6 8"PVC SEWER BY TRENCHLESS METHOD LF $ 55.00 7 CONSTR.STD.4'DIA.SANITARY SEWER MANHOLE 2 EA $ 112500.00 $ 32000.00 8 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE OVER 611 4 VF $ 175.00 $ 700.00 9 REMOVE EXIST.SANITARY SEWER MANHOLE 2 EA $ 630.00 $ 17260.00 10 TYPE A MANHOLE EA $ 7,500.00 $ 11 JUNCTION STRUCTURE EA $ 153000.00 $ - 12 CONCRETE COLLAR 2 EA $ 400.00 $ 800.00 13 MANHOLE INSERT 2 EA $ 85.00 $ 170.00 14 PRE-CONSTRUCTION T.V. 479 LF $ 4.00 $ 1,916.00 15 POST-CONSTRUCTION T.V. 479 LF $ 2.00 $ 958.00 16 VACUUM TEST MANHOLES 2 EA $ 150.00 $ 300.00 17 4"SERVICE TAP 10 EA $ 300.00 $ 3,000.00 18 4 11SERVICE LINE DI 300 LF $ 40.00 $ 12,000.00 19 SODDING 100 LF $ 10.00 $ 1,000.00 20 6"TOPSOIL 45 SY $ 6.00 $ 270.00 21 HMAC PERMANENT PAVEMENT REPAIR(MIN Tl 479 SY $ 35.00 $ 16,765.00 22 CURB AND GUTTER REPLACEMENT 40 LF $ 35.00 $ 1,400.00 23 KNIFE VALVE EA $ 57000.00 $ 24 POINT REPAIR EA $ 5,000.00 $ - 25 TRENCH SAFETY 479 LF $ 1.75 $ 838.25 Subtotal 63,058.25 10%Contingency 6,305.83 TOTAL 697364.48 Since ENGINEER has no control over the cast of labor,materials,equipment or services furnished by others,or over the Contractor{s} methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cast he shall employ an I independent cost estimator. i f G:1FW03\0591ProjectMgmtlContractsl[exhibit B-4.XLS]L-7659 I l EXIMBIT "B-4'► (Supplemental to Attachment B) Enchanted Bay III-243 City of Fort worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXIX(69) Prepared by: TranSystems Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Description (QTY. UNITS PRICE AMOUNT 1 54"SEWER PIPE BY OPEN CUT;ALL DEPTHS LF $ 265.00 $ - 2 15"PVC SEWER BY OPEN CUT;ALL DEPTHS 980 LF $ 60.00 $ 5800.00 3 115"PVC SEWER BY JACK&BORE 400 LF $ 450.00 $ 1801000.00 4 10"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 45.00 $ 5 8"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 39.00 $ -- 6 8"PVC SEWER BY TRENCHLESS METHOD LF $ 55.00 7 CONSTR.STD.4'DIA.SANITARY SEWER MANHOLE 5 EA $ 1,500.00 $ 7,500.00 8 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE OVER 61} 15 VF $ 175.00 $ 2,625.00 9 REMOVE EXIST.SANITARY SEWER MANHOLE 3 EA $ 630.00 $ 12890.00 10 TYPE A MANHOLE EA $ 77500.00 $ - 1 I JUNCTION STRUCTURE EA $ 15,000.00 $ - 12 CONCRETE COLLAR. 5 EA $ 400.00 $ 2,000.00 13 MANHOLE INSERT 5 EA $ 85.00 $ 425.00 14 PRE-CONSTRUCTION T.V. 1,380 LF $ 4.00 $ 51520.00 15 POST-CONSTRUCTION T.V. 1,380 LF $ 2.00 $ 2,760.00 16 VACUUM TEST MANHOLES 5 EA $ 150.00 $ 750.00 17 4"SERVICE TAP 5 EA $ 300.00 $ 1,500.00 18 4"SERVICE LINE DI LF $ 40.00 $ - 19 SODDING 250 LF $ 10.00 $ 2,500.00 20 6"TOPSOIL 30 SY $ 6.00 $ 180.00 21 HMAC PERMANENT PAVEMENT REPAIR NLN 2" 655 SY $ 35.00 $ 22,925.00 22 CURB AND GUTTER REPLACEMENT 30 LF $ 35.00 $ 1,050.00 23 KNIFE VALVE EA $ 5,000.00 $ - 24 POINT REPAIR EA $. 5,000.00 $ - 25 TRENCH SAFETY 980 LF $ 1.75 $ 1,715.00 Subtotal 2921140.00 10%Contingency 29,214.00 TOTAL 321,354.00 Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by ethers,or over the Contractor(s) methods of determining;prices,or over competitive bidding,or market conditions,ENGINEEWs opinions of probable Total project Costs and Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator. G.\FW 03104531Projec#MgmtlContractsl[exhibit B-4.XLSjL-7659 EXMIT"B--4" (Supplemental to Attachment B) Enchanted Bay VIII-244B City of Fort Worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXIX(69) Prepared by: TranSystems Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Descri on QTY. UNITS PRICE AMOUNT 1 54"SEWER.PIPE BY OPEN CUT;ALL DEPTHS 2800 LF $ 265.00 $ 742,000.00 2 15"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 60.00 $ 3 151'PVC SEWER BY JACK&BORE LF $ 450.00 $ - 4 10"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 45.00 $ - 5 18"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 39.00 $ 6 18 11 PVC SEWER BY TRENCHLESS METHOD LF $ 55.00 7 CONSTR.STD.4'DIA.SANITARY SEWER MANHOLE EA $ 1,500.00 $ - 8 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE(OVER 61) VF $ 175.00 $ -- 9 REMOVE EXIST.SANITARY SEWER MANHOLE 5 EA $ 630.00 $ 3,150.00 10 TYPE A MANHOLE 4 EA $ 72500.00 $ 301000.00 11 JUNCTION STRUCTURE 3 EA $ 157000.00 $ 45,000.00 12 CONCRETE COLLAR 4 EA $ 400.00 $ 1,600.00 13 MANHOLE INSERT 4 EA $ 85.00 $ 340.00 14 PRE-CONSTRUCTION T.V. 2,800 LF $ 4.00 $ 11,200.00 15 POST-CONSTRUCTION T.V. 2,800 LF $ 2.00 $ 5,600.00 16 VACUUM TEST MANHOLES 6 EA $ 150.00 $ 900.00 17 4"SERVICE TAP EA $ 300.00 $ 18 4 11SERVICE LINE DI LF $ 40.00 $ 19 SODDING 2,800 LF $ 10.00 $ 28,000.00 20 6"TOPSOIL 3,100 SY $ 6.00 $ 18,600.00 21 HMAC PERMANENT PAVEMENT REPAIR MIN 211) SY $ 35.00 $ - 22 CURB AND GUTTER REPLACEMENT LF $ 35.00 $ - 23 KNIFE VALVE I EA $ 5,000.00 $ 5,000.00 24 POINT REPAIR 2 EA $ 5,000.00 $ 10,000.00 25 TRENCH SAFETY 210800 LF $ 1.751 $ 4,900.00 Subtotal 9061290.00 10%Contingency 90,629.00 TOTAL 996,919.00 Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s) methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Casts and Construction Cast provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable cost prepared by ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cost he shall employ an independent cost estimator. G:1 FW03\00591ProjectMgmt\Contractsl[exhibit B-4.XLS]L-7659 Iral ' 1 ! i w r. .. ... ........... EXHIBIT"B-4" (Supplemental to Attachment B) Enchanted Bay L--5713 City of Fort Worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXYX(69) Prepared by: TranSystems Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Description QTY. UNITS PRICE AMOUNT 1 54"SEVER PIPE BY OPEN CUT;ALL DEPTHS LF $ 265.00 $ - 2 1511 PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 60.00 $ -- 3 115"PVC SEWER BY TACK&BORE LF $ 450.00 $ -- 4 10"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 45.00 $ -- 5 8"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 39.00 $ - 6 8"PVC SEWER BY TRENCHLESS METHOD 12105 LF $ 55.00 $ 60,775.00 7 CONSTR.STD,4'DIA.SANITARY SEWER MANHOLE 4 EA $ 1,500.00 $ 62000.00 8 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE(OVER 6' 10 VF $ 175.00 $ 1,750.00 9 REMOVE EXIST.SANITARY SEWER MANHOLE 4 EA $ 630.00 $ 211520.00 10 TYPE A MANHOLE EA $ 721500.00 $ - I 1 JUNCTION STRUCTURE EA $ 152000.00 $ -- 12 CONCRETE COLLAR 3 EA $ 400.00 $ 1,200.00 13 MANHOLE INSERT 4 EA $ 85.00 $ 340.00 14 PRE-CONSTRUCTION T.V. 1,105 LF $ 4.00 $ 4,420.00 15 POST-CONSTRUCTION T.V. 1,105 LF $ 2.00 -$ 2,210.00 16 VACUUM TEST MANHOLES 4 EA $ 150.00 $ 600.00 17 4"SERVICE TAP 25 EA $ 300.00 $ 7,500.00 18 4 11SERVICE LINE DI LF $ 40.00 $ - 19 SODDING 1,105 LF $ 10.00 $ 1 1,050.00 20 6"TOPSOIL 750 SY $ 6.00 $ 4,500.00 21 HMAC PERMANENT PAVEMENT REPAIR MIN 2" 55 SY $ 35.00 $ 1,925.00 22 CURB AND GUTTER REPLACEMENT 18 LF $ 35.00 $ 630.00 23 KNIFE VALVE EA $ 5,000.00 $ 24 POINT REPAIR. EA $ 5,000.00 $ - 25 TRENCH SAFETY LF $ 1.75 $ Subtotal 105,420.00 10%Contingency 10542.00 TOTAL 1155962.00 Since ENGINEER has no control over the cast of labor,materials,equipment or services furnished by others,or over the Contractor(s) methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and Construction Cost provided for herein are made on the basis of ENGINEERs experience and qualifications and represent ENGINEER'S best judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Costs will not vary from opinions of probable Gast prepared by ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cast he shall employ an independent cast estimator. GA FW031D0591Project.Mgmt\Contractsl[exhibit B-4.M)L-7659 ENIMBIT"B-4" (Supplemental to Attachment B) Enchanted Bay L-7659 City of Fort Worth Engineering Sanitary Sewer Replacement Sanitary Sewer Rehabilitation Contract LXIX(69) Prepared by: TranSysterns Corporation Consultants February 26,2003 ITEM UNIT TOTAL No. Description QTY. UNITS PRICE AMOUNT 1 54"SEWER PIPE BY OPEN CUT;ALL DEPTHS LF $ 265.00 $ - 2 1511 PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 60.00 $ - 3 15"PVC SEWER BY JACK&BORE LF $ 450.00 $ - . ...................... 4 10"PVC SEWER BY OPEN CUT;ALL DEPTHS LF $ 45.00 $ - 5 8"PVC SEWER BY OPEN CUT;ALL DEPTHS 350 LF $ 39.00 $ 13,650.00 6 1811 PVC SEWER BY TRENCHLESS METHOD LF $ 55.00 7 CONSTR.STD.4'DIA.SANITARY SEWER-MANHOLE 2 EA $ 11500.00 $ 32000.00 8 EXTRA DEPTH FROM STD.SANITARY SEWER MANHOLE OVER 61) 5 VF $ 175.00 $ 875.00 9 REMOVE EXIST.SANITARY SEWER MANHOLE 2 EA $ 630.00 $ 12260.00 10 1 TYPE A MANHOLE EA $ 7500.00 $ - 11 JUNCTION STRUCTURE EA $ 152000.00 $ - 12 CONCRETE COLLAR 2 EA $ 400.00 $ 800.00 13 IMANHOLEINSERT 2 EA $ 85.00 $ 170.00 14 PRE-CONSTRUCTION T.V. 350 LF $ 4.00 $ 1,400.00 15 POST-CONSTRUCTION T.V. 350 LF $ 2.00 $ 700.00 16 VACUUM TEST MANHOLES 2 EA $ 150.00 $ 300.00 17 1411 SERVICE TAP EA $ 300.00 $ - 18 1411SERVICE LINE DI LF $ 40.00 $ 19 ISODDING 350 LF $ 10.00 $ 3,500.00 20 6"TOPSOIL 233 SY $ 6.00 $ 1,398.00 21 HMAC PERMANENT PAVEMENT REPAIR MIN 2" SY $ 35.00 $ - 22 CURB AND GUTTER REPLACEMENT LF $ 35.00 $ - 23 KNIFE VALVE EA $ 5,000.00 $ - 24 POINT REPAIR. EA $ 5,000.00 $ - 25 TRENCH SAFETY 350 LF $ 1.75 $ 612.50 Subtotal 2705.50 10%Contingency 2,766.55 TOTAL 30,432.05 Since ENGINEER has no control over the cost of labor,materials,equipment or services furnished by others,or over the Contractor(s) methods of determining prices,or over competitive bidding or market conditions,ENGINEER's opinions of probable Total project Costs and Construction Cost provided for herein are made on the basis of ENGINEER's experience and qualifications and represent ENGINEER's best judgment as an experienced and qualified professional engineer,familiar with the construction industry;but ENGINEER cannot and does not guarantee that proposals,bids or actual Total Project or Construction Casts will not vary from opinions of probable cost prepared by ENGINEER. If prior to the Bidding or Negotiating Phase OWNER wishes greater assurance to the Construction Cast he shall employ an independent cost estimator. GAFW03100531ProjectMgmt\Contracts\[exhibit B4.XLS]L-5543 ATTACHMENT "c" ADMENDIVIENTs To ARTICLES IV, V, AND V1 AND ATTACHMENT `A" Article iVX(2)(i): Endorsements are noted on the Certificate of Insurance provided to the City for this project. Article IV.K.(2) (1): Business automobile insurance is written on an accident basis. Article V11, line 4: Remove the following: "or may be enacted later" Attachment A, item 26 Delete this item, the Engineer will not prepare "record drawings" for this project. GAFW03\01861 ProjectMgmt\Contracts\Attachmcnt C.doc C-1 ............... cr) ors Ch 0 rn r4 of C) x C) x Ch ❑ ED *4 (1) r. C4 S 0 M >% a m UJ 0 d. M� = W an (.) 4, C) 00 0 W sm I LL CL 0 eq M m co cq 8 0) C\1 U' D 13 W 9b tc3: U 0 U-4 �2 0 (U co E > > E 4-A 0 0 F-4 2' z u CL w a. 9 0 0 0 N � � -a� ; L� n r Te.21Q �1 z d ex z c2�`G �� LAKE� � I~�- ui 89.18 �°�• V U % C �--•- •` o -•'. 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CN (n �o .... ............... + ........... r9 to Of + 0 0 :D N Ld co V) Ir- 42,3 P45 Early z z cr) 0 LO cn Li -Q- m All Ln ►9*ZZ 00 ................- ......................... ........................................... City of Fort Worth,, Texas Mayor' and Council '-Co unmicatimon COUNCIL ACTIOW Approved-on 1120/2004 DATE: Tuesday, January 20, 2004 LOO NAME: 30ENCHANTEDBAY REFERENCE NO.: **C-19937 SUBJECT: Engineering Agreement' with TranSystems Corporation Consultants. for Sanitary Sewer Rehabilitation Contract LXIX (69) Village Creek Drainage Basin (Enchanted Bay) RECOMMENDATION: . It is recommended that the City Council authorize the City Manager.to'execute an -engineering agreement with TranSysterns Corporation Consultants in the amount of $248,784 for Sanitary Sewer Rehabilitation Contract LXIX (69) Village Creek Drainage Basin., DISCUSSION: . The wastewater Collection System faster Plan recommends that additional capacity be provided between the years 2000 to 2005 to meet present demand and future growth in the rapidly developing Village Creek drainage basin. In the recent past, sanitary sewer overflows and customer backups have occurred within the Sun Valley Addition, due to the condition and hydraulic restrictions of the existing 36-inch sanitary sewer line. A new development, the waterfront at Enchanted Bay, is being planned that is immediately east of the Sun Valley Addition near Lake Arlington and S.B. Loop 820. In order to improve the level of sewer..service to existing neighborhoods and proposed developments,, the engineer will design to replace approximately 15,000 linear feet of Sanitary sewer main in various locations within the Village Creek Drainage area. The sanitary sewer mains include: 3120 feet of 54-inch main M-244B 289 feet of 8-inch (L-5543) 565 feet of 8-inch (L-5644) 263 feet of 8-inch (L-5645) 608 feet of 8-inch (L-5648) 1251 feet of 10-inch (L-5785) 479 feet of 8-inch (L-5787) 1380 feet of 15-inch (L-243) 2800 feet of 54-inch (L-244B) 1105 feet of 8-inch (L-5713) 350 feet of 8-inch (L-5659) The engineer will prepare plans and specifications, storm water pollution prevention plans, right-of-entry documents and easement instruments. TranSysterns Corporation is in compliance with the City's M/WBB Ordinance by committing to 25% MANBB participation. The City's goal on this project is 25%. In addition to the contract amount, $5,000 is required for project management' b the Engineering Y g g Log.ame: 30ENCHANTEDBAY . Page 1 of 2 Department. This project is located in COUNCIL DISTRICT 5. FISCAL INFORMATIONICFRTIFICATION: The Finance.Director certifies that funds are available in the current capital budget, as appropriated,'of the Sewer Capital Projects Fund. TO Fund/Account/Centers FROM Fund/Account/Centers PS58 531 200 070580175170 $248,784.00 Submitted for City Mana er'a:Office b Marc Ott (8476) . Ori inatin De artrnent Mead: A. Douglas Rademmaker(6157) Additional Information Contact: A. Douglas Rademaker (6157) Loan.arne: 3OENC-3A.I TEDBAY Face 2 of 2.