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Contract 44257 (2)
CITY OF FORT WORTH, TEXAS A311-giI tasEa- rr J 0 �7l STANDARD AGREEMENT FOR ENGINEERING RELATED DESIGN SERVICES This AGREEMENT is between the City of Fort Worth, a Texas home -rule municipality (the "CITY"), and A.N.A. Consultants, L L C., authorized to do business in Texas, (the 'ENGINEER"), for a PROJECT generally described as: Water and Sewer Replacement Contract 2011, WSM-B. Article I Scope of Services A. The Scope of Services is set forth in Attachment A. Article II Compensation A. The ENGINEER's compensation shall be $144,450.00 as 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, including but not limited to meeting the requirements set forth in Attachment D to this AGREEMENT, to reasonably substantiate the invoices. (2) The ENGINEER will issue monthly invoices for all work performed under this AGREEMENT. Invoices are due and payable within 30 days of receipt. (3) Upon completion of services enumerated in Article I, the final payment of any balance will be due within 30 days of receipt of the final invoice. (4) In the event of a disputed or contested billing, only that portion so contested will be withheld from payment, and the undisputed portion will be paid. The City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 1 of 16 k 'III OFFICIAL RECORD ciTV SECRETARY r`ii . 'MORT% W (5) 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. If the CITY fails to make payment in full to ENGINEER for billings contested in good faith within 60 days of the amount due, the ENGINEER may after giving 7 days' written notice to CITY, suspend services under this AGREEMENT until paid in full. 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. Article IV Obligations of the Engineer Amendments to Article IV, if any, are included in Attachment C. A. General The ENGINEER will serve as the CITY's professional engineering representative under this Agreement providing professional engineering consultation and advice and furnishing customary services incidental thereto. B Standard of Care The standard of care applicable to the ENGINEER's services will be the degree of skill and diligence normally employed in the State of Texas by professional engineers or consultants performing the same or similar services at the time such services are performed. C. Subsurface Investigations (1) The ENGINEER shall advise the CITY with regard to the necessity for subcontract work such as special surveys, tests, test borings, or other subsurface investigations in connection with design and engineering work to be performed hereunder. The ENGINEER shall also advise the CITY concerning the results of same. Such surveys, tests, and investigations shall be furnished by the CITY, unless otherwise specified in Attachment A. (2) In soils foundation, groundwater, and other subsurface investigations, the actual characteristics may vary significantly between successive City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 2 of 16 test points and sample intervals and at locations other than where observations, exploration, and investigations have been made. Because of the inherent uncertainties in subsurface evaluations, changed or unanticipated underground conditions may occur that could affect the total PROJECT cost and/or execution. These conditions and cost/execution effects are not the responsibility of the ENGINEER D Preparation of Engineering Drawings The ENGINEER will provide to the CITY the original drawings of all plans in ink on reproducible mylar sheets and electronic files in pdf format, 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. E. Engineer's Personnel at Construction Site (1) The presence or duties of the ENGINEER's personnel at a construction site, whether as on -site representatives or otherwise, do not make the ENGINEER or its personnel in any way responsible for those duties that belong to the CITY and/or the CITY's construction contractors or other entities, and do not relieve the construction contractors or any other entity of their obligations, duties, and responsibilities, including, but not limited to, all construction methods, means, techniques, sequences, and procedures necessary for coordinating and completing all portions of the construction work in accordance with the Contract Documents and any health or safety precautions required by such construction work The ENGINEER and its personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. (2) Except to the extent of specific site visits expressly detailed and set forth in Attachment A, the ENGINEER or its personnel shall have no obligation or responsibility to visit the construction site to become familiar with the progress or quality of the completed work on the PROJECT or to determine, in general, if the work on the PROJECT is being performed in a manner indicating that the PROJECT, when completed, will be in accordance with the Contract Documents, nor shall anything in the Contract Documents or the agreement between CITY and ENGINEER be construed as requiring ENGINEER to make exhaustive or continuous on -site inspections to discover latent defects in the work or otherwise check the quality or quantity of the work on the PROJECT If the ENGINEER makes on -site City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 3 of 16 (3) observation(s) of a deviation from the Contract Documents, the ENGINEER shall inform the CITY. 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 o r maintenance costs; competitive bidding procedures and market conditions time or quality of performance by third parties; quality type, management, or direction of operating personnel; and other economic and operational factors that may materially affect the ultimate PROJECT cost or schedule. Therefore the ENGINEER makes no warranty that the CITY's actual PROJECT costs, financial aspects, e conomic feasibility or schedules will not vary from the ENGINEER's o pinions, analyses, projections, or estimates. G Construction Progress Payments Recommendations by the ENGINEER to the CITY for periodic construction progress payments to the construction contractor will be based on the ENGINEER's knowledge, information, and belief from selective sampling and observation that the work has progressed to the point indicated Such recommendations do not represent that continuous or detailed examinations have been made by the ENGINEER to ascertain that the construction contractor has completed the work in exact accordance with the Contract Documents; that the final work will be acceptable in all respects that the ENGINEER has made an examination to ascertain how or for what purpose the construction contractor has used the moneys paid; that title to any of the work, materials, or equipment has passed to the CITY free and clear of liens, claims, security interests, or encumbrances; or that there are not other matters at issue between the CITY and the construction contractor that affect the amount that should be paid. City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 4 of 16 H. Record Drawings Record drawings, if required, will be prepared, in part on the basis of information compiled and furnished by others, and may not always represent the exact location type of various components, or exact manner in which the PROJECT was finally constructed The ENGINEER is not responsible for any errors or omissions in the information from others that are incorporated into the record drawings. I. Minority Business and Small Business Enterprise (MBE)(SBE) Participation In accord with the City of Fort Worth Business Diversity Ordinance No. 20020-12-2011, as amended, the City has goals for the participation of minority business enterprises and/or small business enterprises in City contracts Engineer acknowledges the MBE and SBE goals established for this contract and its accepted wntten commitment to MBE and SBE participation. Any misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Engineer may result in the termination of this Agreement and debarment from participating in City contracts for a period of time of not less than three (3) years. J. Right to Audit (1) ENGINEER agrees that the CITY shall, until the expiration of five (5) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the ENGINEER involving transactions relating to this contract ENGINEER agrees that the CITY shall have access during normal working hours to all necessary ENGINEER facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The CITY shall give ENGINEER reasonable advance notice of intended audits. (2) ENGINEER further agrees to include in all its subconsultant agreements hereunder a provision to the effect that the subconsultant agrees that the CITY shall, until the expiration of five (5) 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 appropnate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (3) hereof. CITY shall give subconsultant City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 5 of 16 (3) reasonable advance notice of intended audits. ENGINEER and subconsultant agree to photocopy such documents as may be requested by the CITY. The CITY agrees to reimburse ENGINEER for the cost of copies at the rate published in the Texas Administrative Code in effect as of the time copying is performed. K. INSURANCE (1) ENGINEER'S INSURANCE a. Commercial General Liability — the ENGINEER shall maintain commercial general liability (CGL) and, if necessary, commercial umbrella insurance with a limit of not less than $1,000,000.00 per each occurrence with a $2,000,000.00 aggregate. If such Commercial General Liability insurance contains a general aggregate limit, it shall apply separately to this PROJECT or location. The CITY shall be included as an insured under the CGL, using ISO additional insured endorsement or a substitute providing equivalent coverage, and under the commercial umbrella, if any This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the CITY. The Commercial General Liability insurance policy shall have no exclusions by endorsements that would alter or nullify. premises/operations, products/completed operations, contractual, personal injury, or advertizing injury, which are normally contained within the policy, unless the CITY approves such exclusions in writing. ii ENGINEER waives all rights against the CITY and its agents, officers, directors and employees for recovery of damages to the extent these damages are covered by the commercial general liability or commercial umbrella liability insurance maintained in accordance with this agreement. b Business Auto — the ENGINEER shall maintain business auto liability and, if necessary, commercial umbrella liability insurance with a limit of not less than $1 000,000 each accident. Such insurance shall cover liability arising out of 'any auto', including owned, hired, and non -owned autos, when said vehicle is used in the course of the PROJECT. If the engineer owns no vehicles, coverage for hired or non -owned is acceptable. i ENGINEER waives all rights against the CITY and its agents, City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 6 of 16 officers, directors and employees for recovery of damages to the extent these damages are covered by the business auto liability or commercial umbrella liability insurance obtained by ENGINEER pursuant to this agreement or under any applicable auto physical damage coverage. c. Workers' Compensation —ENGINEER shall maintain workers compensation and employers liability insurance and, if necessary, commercial umbrella liability insurance with a limit of not less than $100,000.00 each accident for bodily injury by accident or $100,000.00 each employee for bodily injury by disease, with $500,000.00 policy limit. i ENGINEER waives all rights against the CITY and its agents, officers, directors and employees for recovery of damages to the extent these damages are covered by workers compensation and employer's liability or commercial umbrella insurance obtained by ENGINEER pursuant to this agreement. d. Professional Liability — the ENGINEER shall maintain professional liability, a claims -made policy, with a minimum of $1,000,000.00 per claim and aggregate The policy shall contain a retroactive date prior to the date of the contract or the first date of services to be performed, whichever is earlier. Coverage shall be maintained for a period of 5 years following the completion of the contract. An annual certificate of insurance specifically referencing this project shall be submitted to the CITY for each year following completion of the contract. (2) GENERAL INSURANCE REQUIREMENTS a. 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. b. Applicable policies shall be endorsed to name the CITY an Additional Insured thereon, as its interests may appear. The term CITY shall include its employees, officers, officials, agents, and volunteers as respects the contracted services. c. Certificate(s) of insurance shall document that insurance coverage specified in this agreement are provided under applicable policies documented thereon d. Any failure on part of the CITY to request required insurance documentation shall not constitute a waiver of the insurance requirements. City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 7 of 16 e. A minimum of thirty (30) days notice of cancellation or material change in coverage shall be provided to the CITY. A ten (10) days notice shall be acceptable in the event of non-payment of premium. Notice shall be sent to the respective Department Director (by name), City of Fort Worth, 1000 Throckmorton, Fort Worth, Texas 76102. f. Insurers for all policies must be authorized to do business in the State of Texas and have a minimum rating of A:V or greater, in the current A.M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. g. Any deductible or self insured retention in excess of $25,000 00 that would change or alter the requirements herein is subject to approval by the CITY in writing, if coverage is not provided on a first -dollar basis. The CITY, at it sole discretion, may consent to alternative coverage maintained through insurance pools or risk retention groups. Dedicated financial resources or letters of credit may also be acceptable to the CITY. h. Applicable policies shall each be endorsed with a waiver of subrogation in favor of the CITY as respects the PROJECT. i. The CITY shall be entitled upon its request and without incurring expense, to review the ENGINEER's insurance policies including endorsements thereto and, at the CITY's discretion; the ENGINEER may be required to provide proof of insurance premium payments. j. Lines of coverage, other than Professional Liability, underwritten on a claims -made basis, shall contain a retroactive date coincident with or prior to the date of the contractual agreement The certificate of insurance shall state both the retroactive date and that the coverage is claims -made. k. Coverages, whether written on an occurrence or claims -made basis, shall be maintained without interruption nor restrictive modification or changes from date of commencement of the PROJECT until final payment and termination of any coverage required to be maintained after final payments. I. The CITY shall not be responsible for the direct payment of any insurance premiums required by this agreement. m. Sub consultants and subcontractors to/of the ENGINEER shall be required by the ENGINEER to maintain the same or reasonably City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 8 of 16 equivalent insurance coverage as required for the ENGINEER When sub consultants/subcontractors maintain insurance coverage, ENGINEER shall provide CITY with documentation thereof on a certificate of insurance. L. Independent Consultant The ENGINEER agrees to perform all services as an independent consultant and not as a subcontractor, agent, or employee of the CITY. M. Disclosure The ENGINEER acknowledges to the CITY that it has made full disclosure in writing of any existing conflicts of interest or potential conflicts of interest, including personal financial interest, direct or indirect, in property abutting the proposed PROJECT and business relationships with abutting property cities The ENGINEER further acknowledges that it will make disclosure in writing of any conflicts of interest that develop subsequent to the signing of this contract and prior to final payment under the contract. N. Asbestos or Hazardous Substances (1) If asbestos or hazardous substances in any form are encountered or suspected, the ENGINEER will stop its own work in the affected portions of the PROJECT to permit testing and evaluation. (2) If asbestos or other hazardous substances are suspected, the CITY may request the ENGINEER to assist in obtaining the services of a qualified subcontractor to manage the remediation activities of the PROJECT. O. Permitting Authorities - Design Changes P. 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 cnteria 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. Schedule City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 9 of 16 ENGINEER shall manage the PROJECT in accordance with the schedule developed per Attachment D to this AGREEMENT. Article V Obligations of the City Amendments to Article V, if any, are included in Attachment C. A. City -Furnished Data ENGINEER may rely upon the accuracy, timeliness, and completeness of the information provided by the CITY. 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. The CITY will perform, at no cost to the ENGINEER, such tests of equipment, machinery, pipelines, and other components of the CITY's facilities as may be required in connection with the ENGINEER's services. The CITY will be responsible for all acts of the CITY s personnel. C. Advertisements, Permits, and Access Unless otherwise agreed to in the Scope of Services, the CITY will obtain, arrange, and pay for all advertisements for bids; permits and licenses required by local, state, or federal authorities; and land, easements, rights - of -way, and access necessary for the ENGINEER's services or PROJECT construction. D Timely Review The CITY will examine the ENGINEER's studies, reports, sketches, drawings, specifications, proposals, and other documents; obtain advice of an attorney, insurance counselor, accountant, auditor, bond and financial advisors, and other consultants as the CITY deems appropnate; and render in writing decisions required by the CITY in a timely manner in accordance with the project schedule prepared in accordance with Attachment D. E. Prompt Notice City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 10 of 16 The CITY will give prompt written notice to the ENGINEER whenever CITY observes or becomes aware of any development that affects the scope or timing of the ENGINEER's services or of any defect in the work of the ENGINEER or construction contractors. F. Asbestos or Hazardous Substances Release. (1) CITY acknowledges ENGINEER will perform part of the work at CITY's facilities that may contain hazardous materials, including asbestos containing materials, or conditions and that ENGINEER had no prior role in the generation, treatment, storage, or disposition of such materials. In consideration of the associated risks that may give rise to claims by third parties or employees of City, City hereby releases ENGINEER from any damage or liability related to the presence of such materials. (2) The release required above shall not apply in the event the discharge, release or escape of hazardous substances, contaminants, or asbestos is a result of ENGINEER's negligence or if ENGINEER brings such hazardous substance, contaminant or asbestos onto the project. G Contractor Indemnification and Claims The CITY agrees to include in all construction contracts the provisions of Article IV E regarding the ENGINEER's Personnel at Construction Site, and provisions providing contractor indemnification of the CITY and the ENGINEER for contractor's negligence. H. Contractor Claims and Third -Party Beneficiaries (1) The CITY agrees to include the following clause in all contracts with construction contractors and equipment or materials suppliers: "Contractors, subcontractors and equipment and materals 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 City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 11 of 16 shall have no third -party beneficiary rights under this Agreement. (4) Nothing contained in this section V.H. shall be construed as a waiver of any right the CITY has to bring a claim against ENGINEER I. CITY's Insurance (1) The CITY may maintain property insurance on certain pre-existing structures associated with the PROJECT. (2) The CITY will ensure that Builders Risk/Installation insurance is maintained at the replacement cost value of the PROJECT. The CITY may provide ENGINEER a copy of the policy or documentation of such on a certificate of insurance. (3) The CITY will specify that the Builders Risk/Installation insurance shall be comprehensive in coverage appropriate to the PROJECT risks. J. Litigation Assistance The Scope of Services does not include costs of the ENGINEER for required or requested assistance to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. In the event CITY requests such services of the ENGINEER this AGREEMENT shall be amended or a separate agreement will be negotiated between the parties. K. Changes The CITY may make or approve changes within the general Scope of Services in this AGREEMENT. If such changes affect the ENGINEER's cost of or time required for performance of the services, an equitable adjustment will be made through an amendment to this AGREEMENT with appropriate CITY approval. Article VI General Legal Provisions Amendments to Article VI, if any, are included in Attachment C. A. Authorization to Proceed ENGINEER shall be authorized to proceed with this AGREEMENT upon City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 12 of 16 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 CITY shall own the final designs, drawings, specifications and documents. C. Force Majeure The ENGINEER is not responsible for damages or delay in performance caused by acts of God, strikes, lockouts, accidents, or other events beyond the control of the ENGINEER that prevent ENGINEER's performance of its obligations hereunder. D Termination (1) This AGREEMENT may be terminated only by the City for convenience on 30 days' written notice This AGREEMENT may be terminated by either the CITY or the ENGINEER for cause if either party fails substantially to perform through no fault of the other and does not commence correction of such nonperformance with in 5 days of written notice and diligently complete the correction thereafter. (2) If this AGREEMENT is terminated for the convenience of the City, the ENGINEER will be paid for termination expenses as follows: a.) Cost of reproduction of partial or complete studies, plans, specifications or other forms of ENGINEER'S work product; b.) Out-of-pocket expenses for purchasing 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 of the CITY'S termination for convenience so that the work effort is suitable for long time storage. (3) Pnor 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. City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 13 of 16 E. Suspension, Delay, or Interruption to Work The CITY may suspend delay, or interrupt the services of the ENGINEER for the convenience of the CITY. In the event of such suspension, delay, or interruption, an equitable adjustment in the PROJECT's schedule, commitment and cost of the ENGINEER's personnel and subcontractors, and ENGINEER's compensation will be made. F. Indemnification In accordance with Texas Local Government Code Section 271.904, the ENGINEER shall indemnify, hold harmless and defend the CITY against liability for any damage caused by or resulting from an act of negligence, intentional tort, intellectual property infringement or failure to pay a subcontractor or supplier committed by the ENGINEER or ENGINEER's agent, consultant under contract, or another entity over which the ENGINEER exercises control. G. Assignment Neither party shall assign all or any part of this AGREEMENT without the prior written consent of the other party H. Interpretation Limitations on liability and indemnities in this AGREEMENT are business u nderstandings between the parties and shall apply to all the different theories of recovery, including breach of contract or warranty, tort including n egligence, strict or statutory liability, or any other cause of action, except for willful misconduct or gross negligence for limitations of liability and sole n egligence for indemnification. Parties mean the CITY and the ENGINEER, and their officers, employees, agents, and subcontractors. Jurisdiction The law of the State of Texas shall govern the validity of this AGREEMENT, its interpretation and performance, and any other claims related to it. The venue for any litigation related to this AGREEMENT shall be Tarrant County, Texas. City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 14 of 16 J. 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.F., VI.H., and VI.I. shall survive termination of this AGREEMENT for any cause. K. 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. 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 City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 15 of 16 Executed and effective this the BY: CITY OF FORT WORTH Fernando Costa Assistant City Manager Date: aile%3 4 APPROVAL RECOMMENDED: 7) , A 7. \ Ai Air r U/ Yi v S. Frank Crumb, P.E. Director, Water Department APPROVED AS TO FORM AND LEGALITY B Douglas W. Black Assistant City Attorney ATTEST: Mary J. Kayser City Secretary day of BY: ENGINEER A. Nonsulta L. Mark As a ,f-.E. Vices'reside Date. 63 4 M&C No.: 26113 M&C Date' February 19, 2013 or446,0 ff ),;:rxtro 3 ooc? eSifl City of Fort Worth, Texas Standard Agreement for Engineering Related Design Services PMO Official Release Date: 08/09/2012 Page 16 of 16 OFFICIAL REG :1RD CITY SECRETARY' Pt WORTh, TX Alley between Donnelly and Curzon I Tremont I 9 9 2054-404 6" 8" 1190 Alamo Alley between Donnelly and Geddes I Ashland 9 9 2054-404 6" 8" 1436 Alamo Curzon Ave. Tremont Ave. 9 2054-404 6" 8" 500 9 Ashland Ave. Locke Ave. Clover Ave. 9 2054-404 6" 8" 1650 9 Ashland Ave. Lovell Ave. 1 Clover Ave. 9 2054-404 6" 8" 1650 9 2054-404 6" 8" 354 Ashland Ave. Western Ave. Diaz Ave. 9 2054-404 6" 8" 850 9 2054-404 6" 8" 515 Wellesley Ave. TOTAL I I I 4,650 LF J I I I 3,495 LF ATTACHMENTA DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 201 i, WSM•I3 CITY PROJECT NO.: 01992 ATTACHMENT Scope for Engineering Design Related Services for Water and/or Sanitary Sewer Improvements DESIGN SERVICHS FOR WATER AND SFWLR RIPLACE€MENT CONTRACT 2011, WSMB CITY PROJECT NO.: 01992 The scope set forth herein defines the work to be performed by the ENGINEER in completing the project. Both the CITY and ENGINEER have attempted to clearly define the work to be performed and address the needs of the Project. STREET WATER i SEWER C C N N C.)U N C L N o •i ( o • U 0 Water Map o U o Sewer Map a- 0 Street / Limits No Length (LF) No w Length (LF) City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 1 of 17 Task 1. Task 2 Task 3. Task 4. Task 5. Task 6. Task 7. Task 8. Task 9. ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMEN 1 CON1 NACT 2011, WSM-8 CITY PROJECT NO.; 01992 WORK TO BE PERFORMED Design Management Conceptual Design Preliminary Design Final Design Bid Phase Services Construction Phase Services ROW/Easement Services Survey and Subsurface Utility Engineering Services Plan Submittal Checklists TASK '1. DESIGN MANAGEMENT, ENGINEER shall ensure efficient and effective use of ENGINEER's and CITY's time and resources. ENGINEER shall manage change, ® communicate effectively, coordinate internally and externally as needed, and proactively address issues with the CITY's Project Manager and others as necessary to make progress on the work. 1.1. Managing the Team • Lead, manage and direct design team activities • Ensure quality control is practiced in performance of the work • Communicate internally among team members • Task and allocate team resources 1.2. Communications and Reporting G Attend a pre -design project kickoff/chartering meeting with CITY staff to confirm and clarify scope, understand CITY objectives, and ensure economical and functional designs that meet CITY requirements • Conduct review meetings with the CITY at the end of each design phase • Prepare invoices and submit monthly in the format requested by the CITY. • Prepare and submit monthly progress reports in the format provided by the Water Department. • Prepare and submit baseline Project Schedule initially, and Project Schedule updates with a schedule narrative monthly, as required in Attachment D to this Standard Agreement and according to the City of Fort Worth's Schedule Guidance Document. • Complete Monthly M/WBE Report Form and Final Summary Payment Report Form at the end of the project City of Fort Worth; Texas Attachment A PMO Release Date: 07.23.2012 Page 2 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMEN ICON I RACT al I, WSM•B CITY PROJECT NO.: 01992 Coordinate with other agencies and entities as necessary for the design of the proposed infrastructure, and provide and obtain information needed to prepare the design © With respect to coordination with permitting authorities, ENGINEER shall communicate with permitting authorities such that their regulatory requirements are appropriately reflected in the designs. ENGINEER shall work with regulatory authorities to obtain approval of the designs, and make changes necessary to meet their requirements, as part of the design scope. O Personnel and Vehicle Identification: When conducting site visits to the project location, the ENGINEER or any of its sub -consultants shall carry readily visible information identifying the name of the company and the company representative. ASSUMPTIONS ® 15 MWBE reports will be prepared ® 4 meetings with city staff ® 15 monthly water department progress reports will be prepared ® 15 monthly project schedule updates will be prepared DELIVERABLES A. Meeting summaries with action items B. Monthly invoices C. Monthly progress reports D Baseline design schedule E. Monthly schedule updates with schedule narrative describing any current or anticipated schedule changes F. Monthly M/WBE Report Form and Final Summary Payment Report Form G Plan Submittal Checklists (See Task 9) TASK 2. CONCEPTUAL DESIGN (3© PERCENT). The Conceptual Design shall be submitted to CITY per the approved Project Schedule. The purpose of the conceptual design is for the ENGINEER to ® Study the project, o Identify and develop alternatives that enhance the system, ® Present (through the defined deliverables) these alternatives to the CITY • Recommend the alternatives that successfully addresses the design problem, and Obtain the CITY's endorsement of this concept. City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 3 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM•13 CITY PROJECT NO,: 01992 ENGINEER will develop the conceptual design of the infrastructure as follows. 2.1. Data Collection In addition to data obtained from the CITY, ENGINEER will research proposed improvements in conjunction with any other planned future improvements that may influence the project. The ENGINEER will also identify and seek to obtain data for existing conditions that may impact the project including but not limited to; utilities, agencies (TxDOT and railroads), City Master Plans, and property ownership as available from the Tax Assessor's office. • The data collection efforts will also include conducting special coordination meetings with affected property owners and businesses as necessary to develop sewer re-routing plans. • The ENGINEER shall visit the project site and obtain the meter numbers and sizes on all existing meters to be replaced on the project and shall identify existing sample stations and fire line locations. 2.2. Geotechnical Investigations (NOT APPLICABLE) I ENGINEER ohcll cdvise the CITY of test borings and othor xbourfcse invest--g-atfons thct msy be needed for the project. If the CITY dotormines that y C-INEEI? ohcll work with then ��1 1 N V I 1 1 1 d V I 11 1 VZs such borings or Investigations ar eeded the EN the CITY an te-s+i g pr^grcm. The cost of such testing will be paid for by the CITY. 2.3. The Conceptual Design Package shall include the following: • Cover Sheet • Graphic exhibits and written summary of alternative design concepts considered, strengths and weaknesses of each, and the rationale for selecting the recommended design concept. • Proposed phasing of any water and sanitary sewer work that is included in this project documented in both the project schedule and narrative form. ® Documentation of key design decisions. Estimates of probable construction cost. ASSUMPTIONS 0 Geotechnical borings are expected for this project. • 2 copies of the conceptual design package (30% design) will be delivered. Report shall be letter sized and comb- bound with a clear plastic cover. Drawings will be 11 X17 size fold outs bound in the report DWF files created from design CAD drawings will be uploaded to the designated project folder in Buzzsaw City of Fort Worfh, Texas Attachment A PMO Release Date: 07.23.2012 Page 4 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CON TRACT 2011, WSM-I3 CITY PROJECT NO.: 01992 o ENGINEER shall prepare the meeting minutes of the Concept Review meeting and revise the report, if needed. o ENGINEER shall not proceed with Preliminary Design activities without obtaining written approval by the CITY of the Conceptual Design Package. DELIVERABLES A. Conceptual Design Package TASK 3. PRELIMINARY DESIGN (60 PERCENT). P reliminary plans and specifications shall be submitted to CITY per the approved Project S chedule. ENGINEER will develop the preliminary design of the infrastructure as follows. 3.1. Development of Preliminary Design Drawings and Specifications shall include the following: ® Cover Sheet O A Proiect Control Sheet, showing all Control Points, used or set while gathering data. Generally on a scale of not less than 1:400. The following information shall be indicated for each Control Point: Identified (existing City Monument #8901, PK Nail, 5/8" Iron Rod); X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on City Datum only; descriptive location (i.e 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) . Overall project easement layout sheet(s) with property owner information. • Overall project water and/or sanitary sewer layout sheets. The water layout sheet shall identify the proposed water main improvement/ existing water mains in the vicinity and all water appurtenances along with pressure plane boundaries, water tanks, pump stations, valves, and fire hydrants. The sewer layout sheet shall identify the proposed sewer main improvement/existing sewer mains and all sewer appurtenances in the vicinity. Overall water and/or sanitary sewer abandonment sheet. Coordinates on all P.0 's, P.T.'s, P.I.'s, manholes, valves, mainline fittings, etc., in the same coordinate system as the Control Points. ® Bench marks per 1,000 ft of plan/profile sheet — two or more. ® Bearings given on all proposed centerlines, or baselines. Station equations relating utilities to paving, when appropriate. 0 Plan and profile sheets which show the following: proposed water and/or sanitary entn,Ar -- - -- `n•/nrn•..• fi-nd d rcv vn.mnc�nd.+arv+! ninnV *Av, fire h ydr'n.iintc, %Yn chd ar °Vc./ice IinAc 11l tLV and meter boxes, gate valves, isolation valves, manholes, existing meter numbers and sizes that are to be replaced, existing sample locations, existing fire City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 5 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM•B CITY PROJECT NO.: 01992 line locations, existing utilities and utility easements, 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. ® The ENGINEER shall make provisions for reconnecting all identifiable water and/or wastewater service lines which connect directly to any main being replaced, including replacement of existing service lines within City right-of-way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisions will be made in the final plans and/or specifications by the ENGINEER to relocate all service lines which are connected to the existing main and connect said service lines to the relocated main. • The following shall be applicable at all locations where it is necessary to relocate or reroute the existing private sanitary sewer service line due to the abandonment or realignment of the existing public sanitary sewer lateral or main: The CITY shall furnish the ENGINEER with a sample format of how the sewer service line reroute/relocation should be designed and submitted for construction. During design survey, if a rod can be inserted through the cleanout to the bottom of the service line, the ENGINEER will obtain the flow line elevation and design the service line prior to advertising the project for bid. If the service flow line information cannot be obtained during design survey, the ENGINEER shall delay the design of the sewer service line until after a Quality Level A Subsurface Utility Engineering (SUE investigation has been performed). The Level A SUE will be performed; (1) by the ENGINEER if included in the fee proposal; or (2) by the CITY prior to bidding if the CITY determines that it is needed for satisfactory completion of the design; or (3) by the Contractor after the project has been bid, by means of a bid item to that effect. In all options, the ENGINEER shall propose appropriate de - hole locations in the project and collect flow line elevation and other applicable information of the sewer service line. The ENGINEER shall use this information to provide the design for the sanitary sewer service line to be rerouted or relocated. ® Provide map showing location of new manhole construction at the end of existing sewer segments, 90 degree bends, or tee connections Site survey or specific design plans for manhole construction is not included as part of the scope. The contract documents shall specify that it is the Contractor's responsibility to coordinate utility location, etc. manhole construction. 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 included 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. 3.2. Geotechnical Investigation (NOT APPLICABLE) ® Soil investi-gatk ns, field and tabors engineering analy mn e In nrlrlitinn to thn nhni.» investigs rand, beAnnn_anrl-approprate fold 3commo� �fion for dotormininq Anil condi . City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 6 of 17 g the project ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM-B CITY PROJECT NO. 01992 alignment for the Contractor's use in determining soil conditions for preparing • • 3.3. Constructability Review Prior to the 60 percent review meeting with the CITY, the ENGINEER shall schedule and attend a project site visit with the CITY Project Manager and Construction personnel to walk the project. The ENGINEER shall summarize the CITY's comments from the field visit and submit this information to the CITY in writing. 3.4. Utility Clearance The ENGINEER will consult with the CITY's Transportation and Public Works Department, Water Department, and other CITY departments, public utilities, private utilities, private utilities and government agencies to determine the approximate location of above and underground utilities, and other facilities (current and future) that have an impact or influence on the project. ENGINEER will design CITY facilities to avoid or minimize conflicts with existing utilities, and where known and possible consider potential future utilities in designs. The ENGINEER shall upload individual DWF files for each plan sheet of the approved preliminary plan set to the designated project folder in Buzzsaw for forwarding to all utility companies which have facilities within the limits of the project. The DWF files should be created directly from the CAD files as opposed to PDF files. ASSUMPTIONS • 0 public meeting(s) will be conducted or attended during the preliminary design phase. 0 borings at an average bore depth of 0 feet each will be provided. ® Traffic Control "Typicals" will be utilized to the extent possible. It is assumed an additional 0 project specific traffic control sheets will be developed for this project. ® 2 sets of 11x17 size plans will be delivered for the Constructability Review. • 2 sets of 11x17 size plans will be delivered for the Preliminary Design (60% design). 1 sets of specifications will be delivered for the Preliminary Design (60% design). DWF files created from design CAD drawings will be uploaded to the designated project folder in Buzzsaw. The CITY's front end and technical specifications will be used. The ENGINEER shall supplement the technical specifications if needed. 9 4 sets of 11x17 size drawings will be delivered for Utility Clearance. City of Fort Worth; Texas Attachment A PMO Release Date: 07.23.2012 Page 7 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CON1 RACY 201 I, WSM•B CITY PROJECT NO.: 01992 • ENGINEER shall not proceed with Final Design activities without written approval by the CITY of the Preliminary Design plans. DELIVERABLES A. Preliminary Design drawings and specifications B. Utility Clearance drawings C. Estimates of probable construction cost D. Data Base listing names and addresses of residents and businesses affected by the project. TASK 4. FINAL DESIGN (90 PERCENT) AND FINAL CONSTRUCTION DOCUMENTS (100 PERCENT). Upon approval of the Preliminary plans, ENGINEER will prepare construction plans as follows: • For projects that disturb an area greater than one (1) acre, the Contractor will be responsible for preparing and submitting the Storm Water Pollution Prevention Plan (SWPPP) with appropriate regulatory agencies. The Engineer will prepare the iSWM Construction Plan according to the current CITY iSWM Criteria Manual for Site Development and Construction which will be incorporated into the SWPPP by the contractor. • Develop a traffic control plan utilizing standard traffic reroute configurations posted as "Typicals" on the CITY's Buzzsaw website. The typicals need not be sealed individually, if included in the sealed contract documents. • Draft Final plans (90%) and specifications shall be submitted to CITY per the approved Project Schedule. Following a 90% construction plan review meeting with the CITY, the ENGINEER shall submit Construction Documents (100%) to the CITY per the approved Project Schedule. Each plan sheet shall be stamped, dated, and signed by the ENGINEER registered in State of Texas. ® The ENGINEER shall submit a final design estimate of probable construction cost with both the 90% and 100% design packages. This estimate shall use ONLY standard CITY bid items. ASSUMPTIONS 2 sets of 11 x17 size drawings and 1 sets of specifications will be delivered for the 90% Design package. A DWF file for the 90% Design will be created from design CAD drawings and will be uploaded to the project folder in Buzzsaw. 2 sets of 11x17 size drawings and 1 sets of specifications will be delivered i I1 I 1 i of Design /'� 1 /"y Vi package. Imo'f P'. IM /� for u c 1 00L1 t; Design n package. City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 8 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CON] RAC} 2011, WSM•B CITY PROJECT NO.: 01992 © A DWF file for the 100% Design will be created from design CAD drawings and will be uploaded to the project folder in Buzzsaw. • [Engineer to provide estimated final sheet list (cover/index, general notes, control point location, easement layout, SUE plan sheets, no. of plan/profiles, special detail sheets, etc DELIVERABLES A. 90% construction plans and specifications. B 100% construction plans and specifications. C. Detailed estimates of probable construction costs including summaries of bid items and quantities using the CITY's standard bid items and format. D. Original cover mylar for the signatures of authorized CITY officials. TASK 5. BID PHASE SERVICES. ENGINEER will support the bid phase of the project as follows. 5.1. Bid Support The ENGINEER shall upload all plans and contract documents onto Buzzsaw for access to potential bidders. Contract documents shall be uploaded in a .xls file. • Unit Price Proposal documents are to be created utilizing CFW Bidtools only and combined in a specified spreadsheet workbook, Bid Proposal Worksheet Template, and will be populated and configured so that all pages are complete and the Summary Worksheet(s) in the workbook detail and automatically summarize the totals from the inserted Unit Price Proposal document worksheets. • Plan Sets are to be uploaded to Buzzsaw in two formats, .pdf and .dwf files. The .pdf will consist of one file of the entire plan set. The .dwf will consist of individual files, one for each plan sheet, and will be numbered and named in a manner similar to that of the plan set index. ® The ENGINEER shall sell contract documents and maintain a plan holders list on Buzzsaw from documents sold and from Contractor's uploaded Plan Holder Registrations in Buzzsaw. ® The ENGINEER will develop and implement procedures for receiving and answering bidders' questions and requests for additional information. The procedures shall include a log of all significant bidders questions and requests and the response thereto. The log shall be housed and maintained in the project's Buzzsaw folder titled Request for Information. The ENGINEER will provide technical interpretation of the contract bid documents and will prepare proposed responses to all bidders questions and requests, in the form of addenda. f he bNGINEER shall upload all approved addenda onto Buzzsaw and mail addenda to all plan holders. City of Fort Worth; Texas Attachment A PMO Release Date: 07.23.2012 Page 9 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM-[3 CITY PROJECT NO,: 01992 Attend the prebid conference in support of the CITY. © Assist the CITY in determining the qualifications and acceptability of prospective contractors, subcontractors, and suppliers. o When substitution prior to award of contracts is allowed in the contract documents, the ENGINEER will advise the CITY as to the acceptability of alternate materials and equipment proposed by bidders. ® Attend the bid opening in support of the CITY. 0 Tabulate and review all bids received for the construction project, assist the CITY in evaluating bids, and recommend award of the contract. A copy of the Bid Tabulation and the CFW Data Spreadsheet created utilizing CFW Bidtools only are to be uploaded into the project's Bid Results folder on Buzzsaw. Incorporate all addenda into the contract documents and issue conformed sets. 5.2 Final Design Drawings 1) Final Design Drawings shall be submitted in both Adobe Acrobat PDF format (version 6.0 or higher) format and DWF format. There shall be one (1) PDF file and one (1) DWF file for the TPW plan set and a separate PDF and DWF file for the Water plan set. Each PDF and DWF file shall be created from the original CAD drawing files and shall contain all associated sheets of the particular plan set. Singular PDF and DWF files for each sheet of a plan set will not be accepted. PDF and DWF files shall conform to naming conventions as follows: I. TPW file name example — "W-1956_org47.pdf" where "W-1956" is the assigned file number obtained from the CITY, "_org" designating the file is of an original plan set, "47" shall be the total number of sheets in this file. Example: W-0053_org3.pdf and K-032O°org5.pdf II. Water and Sewer file name example — "X-35667_org36.pdf" where "Xm 35667" is the assigned file number obtained from the CITY, "_org" designating the file is of an original plan set, "36" shall be the total number of sheets in this file. Example: X-12755_orgl3.pdf Both PDF and DWF files shall be uploaded to the project's Final Drawing folder in Buzzsaw. 2) In addition to the PDF and DWF files, the ENGINEER shall submit each plan sheet as an individual DWG file with all reference files integrated intn the sheet If the plans were prepared in DGN format, they shall be converted to DWG prior to City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 10 of 17 ATTACHMENTA DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM•13 CITY PROJECT NO.: 01992 uploading. The naming convention to be used for the DWG files shall be as follows: I. TPW files shall use the W number as for PDF and DWF files, but shall include the sheet number in the name — "W-1956—SHT01.dwg", "W- 1956—SHT02.dwg", etc. II. Water and Sewer file names shall use the X number as for PDF and DWF files, but shall include the sheet number in the name — "X- 12155—SHT01.dwg", "X-12755—SHT02.dwg", etc. For information on the proper manner to submit files and to obtain a file number for the project, contact the Department of Transportation and Public Works Vault at telephone number (817) 392-8426. File numbers will not be issued to a project unless the appropriate project numbers and fund codes have been assigned and are in the Department of Transportation and Public Works database. ASSUMPTIONS • The project will be bid only once and awarded to one contractor. • 15 sets of construction documents will be sold to and made available on Buzzsaw for plan holders and/or given to plan viewing rooms. • 8 sets of 11 x1 7 size drawings and 8 sets of specifications will be delivered to the CITY. • PDF, DWF and DWG files will be uploaded to Buzzsaw. DELIVERABLES A. Addenda B. Bid tabulations C. CFW Data Spreadsheet D. Recommendation of award E. Construction documents TASK 6. CONSTRUCTION PHASE SERVICES. ENGINEER will support the construction phase of the project as follows. 6.1 Construction Support • The ENGINEER shall attend the preconstruction conference. • After the pre -construction conference, the ENGINEER shall provide project exhibiis and attend public meeting to help explain the proposed project to City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 11 of 17 ATTACHMENTA DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM•B CITY PROJECT NO,: 01992 residents. The CITY shall select a suitable location and mail the invitation letters to the affected customers. • The ENGINEER shall visit the project site at requested intervals as construction proceeds to observe and report on progress. • As requested by the CITY, the ENGINEER shall provide necessary interpretations and clarifications of contract documents, review change orders, and make recommendations as to the acceptability of the work. The ENGINEER shall attend the "Final" project walk through and assist with preparation of final punch list 6.2 Record Drawings • The ENGINEER shall prepare Record Drawings from information provided by the CITY depicting any changes made to the Final Drawings during construction. The following information shall be provided by the CITY: o As -Built Survey o Red -Line Markups from Contractor o Red -Line Markups from City Inspector o Copies of Approved Change Orders o Approved Substitutions • The ENGINEER shall modify the Final Drawings electronically and shall place a stamp on the plans indicating that they represent Record Drawings of the project as constructed. The stamp shall be signed and dated by the ENGINEER and shall be placed on each plan sheet, whether there are any revisions on the sheet or not. Each sheet shall clearly indicate all changes which apply to that sheet by clouding and numbering, or other suitable means. • The following disclaimer shall be included with the Record Drawing stamp: o These Record Drawings were prepared using information provided by others and represent the as constructed conditions to the extent that documented changes were provided for recording. The ENGINEER assumes no liability for undocumented changes and certifies only that the documented changes are accurately depicted on these drawings. • The ENGINEER shall submit a set of sealed Final Drawings, modified and stamped as Record Drawings, on mylar for record storage. The ENGINEER may keep copies of the information provided by the CITY for their files, but all original red -lined drawings shall be returned to the CITY with the mylars. 2) Record Drawings shall also be submitted in both Adobe Acrobat PDF format (version 6.0 or higher) format and DWF format. There shall be one (1) PDF file and one (1) DWF file for the TPW plan set and a separate PDF and DWF file for the Water plan set. Each PDF and DWF file shall contain all associated sheets of the particular plan set. Singular PDF and DWF files for each sheet of a City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 12 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 20111 WSMbB CITY PROJECT NO.: 01992 plan set will not be accepted. PDF and DWF files shall conform to naming conventions as follows: I. TPW file name example — "W-1956_rec47.pdf" where "W-1956" is the assigned file number obtained from the CITY, "_rec" designating the file is of a record drawing plan set, "47" shall be the total number of sheets in this file. Example: W-0053_rec3.pdf and K-0320_org5.pdf II. Water and Sewer file name example — "X-35667_rec36.pdf" where "X- 35667" is the assigned file number obtained from the CITY, "_rec" designating the file is of a record drawing plan set, "36" shall be the total number of sheets in this file. Example: X-12755_rec18.pdf Both PDF and DWF files shall be uploaded to the project's Record Drawings folder in Buzzsaw. ASSUMPTIONS • 3 RFI's are assumed. • 2 Change Orders are assumed • One copy of full size (221)x34") mylars will be delivered to the CITY. • Attendance at 1 Public Meeting DELIVERABLES A. Public meeting exhibits B. Response to Contractor's Request for Information C. Review of Change Orders D. Review of shop drawings E. Final Punch List items F. Record Drawings on Mylar TASK 7. ROW/EASEMENT SERVICES. ENGINEER will support and perform activities related to ROW and land as outlined below, per scoping direction and guidance from the CITY's Project Manager. 7.1. Right -of -Way Research (NOT APPLICABLE) City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 13 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM•B CITY PROJECT NO.: 01992 7.2. Right-of-Way/Easement Preparation and Submittal (NOT APPLICABLE) mom - ■„ _ - - am V9MTZ0W= SEEM ME NAME mimmmommo MEMO 9MW 7.3. Temporary Right of Entry Preparation and Submittal (NOT APPLICABLE) MAMMA �rsan::r_r.��:zsar_slr-Trsnnl - - - - - _ WE e-W?. • The documentation shall be provided in conformance with the checklists and templates available on the CI I T s Buzzsaw site. ASSUMPTIONS • 0 Easements or right-of-way documents will be necessary. • 0 Temporary right -of -entry documents will be necessary. • Right -of -Way research and mapping includes review of property/right-of-way records based on current Internet based Tarrant Appraisal District (TAD) information available at the start of the project. It does not include effort for locating or reviewing available on -ground property information (Le. iron rods, fences, stakes, etc.), plat research, easement research, chain of title research, parent track research, additional research for easements not included in the TAD, right-of-way takings, easement vacations and abandonments, right-of-way vacations, and street closures. DELIVERABLES A. NONE TASK 8. SURVEY. ENGINEER will provide survey support as follows. 8.1. Design Survey City of Fort Worth; Texas Attachment A PMO Release Date: 07.23.2012 Page 14 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM•B CITY PROJECT NO.: 01992 • ENGINEER will perform field surveys to collect horizontal and vertical elevations and other information needed by ENGINEER in design and preparation of plans for the project. Information gathered during the survey shall include topographic data, elevations of all sanitary and adjacent storm sewers, rim/invert elevations, location of buried utilities, structures, trees (measure caliper, identify overall canopy, and have qualified arborist identify species of trees), and other features relevant to the final plan sheets. Existing drainage at intersections will be verified by field surveys. Spot elevations will be shown on intersection layouts with cross slope to fit intersecting grade lines. • The minimum survey information to be provided on the plans shall include the following: A Project Control Sheet, showing ALL Control Points, used or set while gathering data. Generally on a scale of not less than 1:400: - The following information about each Control Point; a. Identified (Existing. CITY Monument #8901, PK Nail, 5/8" Iron Rod) b. X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z coordinate on CITY Datum only. c. Descriptive Location (Ex. Set in the centerline of the inlet in the South curb line of North Side Drive at the East end of radius at the Southeast corner of North Side Drive and North Main Street). - Coordinates on all P.C.'s, P.T.'s, P.I.'s, Manholes, Valves, etc., in the same coordinate system, as the Control. - No less than two horizontal bench marks, per line or location. - Bearings given on all proposed centerlines, or baselines. - Station equations relating utilities to paving, when appropriate. 8.2. Temporary Right of Entry Preparation and Submittal • Prior to entering property, the ENGINEER shall prepare and submit Temporary Right of Entry for landowners to CITY PM. • The documentation shall be provided in conformance with the checklists and templates available on the CITY's Buzzsaw site. ASSUMPTIONS • Topographic survey at intersection will include no more than 100 ft. in each direction. • No Subsurface Utility Engineering will be needed for this project. DELIVERABLES City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 15 of 17 ATTACHMENT A DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM•B CITY PROJECT NO,: 01992 A. Copies of field survey data and notes signed and sealed by a licensed surveyor. B. Drawing of the project layout with dimensions and coordinate list. ADDITIONAL SERVICES NOT INCLUDED IN THE EXISTING SCOPE OF SERVICES Additional Services not included in the existing Scope of Services — CITY and ENGINEER agree that the following services are beyond the Scope of Services described in the tasks above. However, ENGINEER can provide these services, if needed, upon the CITY's written request. Any additional amounts paid to the ENGINEER as a result of any material change to the Scope of the Project shall be agreed upon in writing by both parties before the services are performed. These additional services include the following: • Negotiation of easements or property acquisition including temporary right -of - entries. • Services related to development of the CITY's project financing and/or budget. • Services related to disputes over pre -qualification, bid protests, bid rejection and re -bidding of the contract for construction. • Construction management and inspection services • Periodic site visits during construction phase • Design phase public meetings • Performance of materials testing or specialty testing services. • Services necessary due to the default of the Contractor. • Services related to property research • Services related to easement research • Right -of -Way or Property mapping • Services related to damages caused by fire, flood, earthquake or other acts of God. • Services related to warranty claims, enforcement and inspection after final completion. • Services related to submitting for permits (ie.TxDOT, railroad, etc...) • Services related to Subsurface Utility Engineering Levels A, B, C or D • Services related to Survey Construction Staking 6ity of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 16 of 17 ATTACHMENTA DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM•B CITY PROJECT NO,: 01992 • Services related to Geotechnical Investigation • Services related to acquiring real property including but not limited to easements, right-of-way, and/or temporary right -of -entries. • Services to support, prepare, document, bring, defend, or assist in litigation undertaken or defended by the CITY. • Construction Shop drawing review, samples and other submittals submitted by the contractor. • Performance of miscellaneous and supplemental services related to the project as requested by the CITY. • Preparation of Storm Water Pollution Prevention Plan. • Preparation of iSWM Construction Plan or Erosion Control Plan. City of Fort Worth, Texas Attachment A PMO Release Date: 07.23.2012 Page 17 of 17 i r� 16, 16, Q r m N N witN N � N �- 'V' O N N •=• ::•:: oC r N N ::•.: N ca ..... N h ____________________________________ _r _ _ _ �r __ __ 17 ::: __N_. N O N N W :•:•::•: O r N O O i- •::::: N ::• N Z r :::: r r o O O M � co N � O _ O _� N W .:::• O O r �fV 7 r � C7 7 j O O a1 M a �, `o r(FIFFIFFIFF M M M c„) c� � M M r c� co b, K v � � � � r ti CO) N LL N r r (CD CO ro N N N M an N � O) r O I N �V N Oa r e� r• r �- N I VOWED LL LL LL LL LL ll LL LL LL LL LL LL LL LL LL M LL LL. LL LL LL LL M IT"` � � '17FIFF (Fr)cM- FIFFIFF r' ICIFIF FIT cr)co r cl �cm� IF cr) IllIFF ` N M a ` N O 6 � O N \ FIVIII M l[) V T m r r r NNE1.110.1.1 ` C'/ c- M M C C C C C C �- r• C C C C c C c c •L •— O O O •C O O O •C •C O O O O •C O O O •G O >. T c rn rn U) to N en N of to y rn (a m T T h >. %+ >. h H >. T %� >. N N T T N TIx 'O T a m m T (a la m T T N m R ca T >T N to T m m O a a m a v a m m a a v a m ca v a m a LD v v O o D o 0 o U o o Ln o U a o o o N r r LA OD O V cM O O (O M M O O RY N O N cn t U m m LL � T CO m r U C 4) ITIFF Erg Q) E N 7 O + U o a~Qi m c U L) o a o(0 U ca m U = 12 y m m m o W m iy �,' m m (n O N :" a (j ti Uja a> vE a' a U a3i E := - ° a3i "c' E w a3i c U) c o � C 3 to (n m > CU N E > E > ) _� y LT V' = T Cn �' C O c 20' C O �` C m N rn O m U U @ U Q d V Z m , L L L 4 O LL O LL C 3 O (L L O LL (7 o W (7 p m M a O U o C >> 7 O m C >> 7 O O O LL c Ica c a) FIRED t o m J •W 0) a m T � rn ii f2 a) LL LL LL Some LFF O cu a- to p m O N d 3 O to Q O C Q 3 O CO N M CO O UJ (D N CO o � O OO CA)m OQ >% >. rn �. ` °) w U F.. 0I. iU .O U o o N o C z IL o M T Z (OD LL LL Y Q a � N co � LO Ito L� W O) O ICN Im � O ICD r 100 C)1TF L m O y E in 0 m m C C U c '— `m a`) m wO a` w o0 IF IF > IF � N C N O a/ W N N O ►1°- 2 (L Q Q Q N N N .. tY X � U) fn � � o m E IF o w E � N lT a 11/2/12 ATTACHMENT B COMPENSATION DESIGN SERVICES FOR WATER AND SANITARY SEWER REPLACEMENT CONTRACT ZU11 WSM=B I. Compensation City Project No.:01992 A. The ENGINEER shall be compensated a total lump sum fee of $144450 as summarized in Exhibit 13-1-Engeener Invoice and Section IV -Summary of Total Project Fees. The total lump sum fee shall be considered full compensation for the services described in Attachment A, including all labor materials, supplies, and equipment necessary to deliver the services. B. The ENGINEER shall be paid monthly payments as described in Section II - Method of Payment. II. Method of Payment A. Partial payment shall be made to the ENGINEER monthly upon City's approval of an invoice prepared and submitted by the ENGINEER in the format and including content as presented in Exhibit 13-1, Progress Reports as required in item III, of this Attachment B, and Schedule as required in Attachment D to this Agreement. B. The estimated current physical percent complete as required on the invoice shall be calculated from the progress schedule as required in Attachment D to this Standard Agreement and according to the current version of the City of Fort Worth's Schedule Guidance Document, C. The cumulative sum of such monthly partial fee payments shall not exceed the total current project budget including all approved Amendments. D. Each invoice shall be verified as to its accuracy and compliance with the terms of this Agreement by an officer of the ENGINEER. III. Progress Reports A. The ENGINEER shall prepare and submit to the designated representative of the Transportation and Public Works Departmen monthly progress reports and schedules in the format required by the City. City of Fort Worth, Texas Attachment B PMO Official Release Date: 5.19.2010 Pagel B-1 11 12 ATTACHMENT B COMPENSATION V. Summary of Total Project Fees Firm Primary Responsibility Fee Amount Fee % Prime Consultant A.N.A. Consultants, L.L.C. En ineerin , Surveying, and Project Mana ement F $ 120,700 84% Proposed M/WBE Sub -Consultants Syntech Engineering Group Erosion Control Plans and Engineering Design Services $ 23,750 16% Total $ 144,450 100% M/WBE Project Number & Name Total Fee M/WBE Fee % City Project No. 01992 Wand SS Contract 2011, WSWB $144,450400 $ 23,750 16% City M/WBE Goal= 16% Consultant Committed Goal = 16% City of Fort Worth, Texas Attachment B PMO Official Release Date: 5.19.2010 Page 2 B-2 11 12 EXHIBIT "13-1" ENGINEER INVOICE (Supplement to Attachment B) Insert required invoice format following this page, including negotiated total budget and allocations of budgets across work types and work phases. 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U) �U O II .o o N o N p O w o�Y c .0 U OC ,N N 0) N o O (6 a o aE n�'o o 0) ~°' co �o oo��ca0) C O �O wo � o m O Q O U U O S C "o C A co N > .T N Q p O L .0 O. �. a O N m w a� o c a n o W U m o Z o c c w a) o •° o w m Z y o W o �r U) E �z c c 0 m Z 0 to E U rnw ESTIMATED CONST COST Summery L WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2011, WSM-B CITY PROJECT NO, 01992 PROJECT SUMMARY WATER CONSTRUCTION COST 5000 Thompson Terrace ColleyviIle, TX 76034 (817)335-9900 FAX (817)335-9955 CPh1S BID NO, DESCRIPTION UNIT T O N a.0 < T O 9 ism Q O Q O d O o J 6 o o J > C 3 QUANTITY UNITCOST SUB -TOTAL BID-00618 PI e-Pressure-81nch - Install; W PVC Includes Removal orAbandming of Existing Water Pie LF u o see 1sM 1sse aso 4,650 $28.00 $1301200.00 BID-DO749 Valve-11 Inch -Gale wNalve Box- Install; 8-Inch Gate Valve with Cast Iron Box & Lid EA o o z z 2 z 8 $1,f 00.00 $8,800.00 BID-00745 Valve-6 Inch -Gate Valve w/Box- Install EA o 0 t 2 z 1 6 $900.00 $5,400.00 BID-00547 Fire H dram -Remove EA o o t 1 2 z 1 6 $300.00 $1,800,00 BID-00545 Fire Hydrant~ Install Fit 0 o 1 2 z t 6 $2,300.00 $13,800.00 BID-00548 Fire H drant-Barrel & Stem Extension - instal VF 0 n t z z 1 6 $260.DO $1,560.00 BID-00568 Pipe Fittins-<Than 16 Inch Dl Pipe - Install TON 0 0 1 z z / 6 S4,500.00 $27,0DO.00 BID-00762 Water Service-1 Inch -Tap to Maln- Install EA 0 0 to M M za 154 $300.00 $46,200.00 BID-00758 Water Service-1 Inch - Install; Install 1-Inch Copper Service from Main to Meter LF u 0 2M 1500 1500 600 31850 $11.00 $42,350.00 BID-00550 Meter Box -Class A- Install; Class'A' Plastic Meter Box Complete in Place EA o a 10 M M za 154 $200.00 $30,800.00 Water Service-2 Inch -Temporary - Install; Furnish and Lay 2-Inch Pipe and Fillings for Temporary Water BID4)0768 Service Connection LS 0 0 1 1 t t 4 $32,400,00 $17,200.00 BID-00443 Pavement-2 Inch Min HMAC on 2127 Concrete Base STR-028 - Install; Permanent As hall Pavement Re air LF o 0 500 1650 1650 sM 4,650 $25,00 $1161250.00 BID-00372 Trench Safety System 5 Foot Depth - Install LF u 0 Soo 1654) im eM 41650 $2.00 3%300.00 BID-00841 Concrete -Encasement - Install LF o o 20 0 0 0 20 $30.00 $6DD.00 BID-00645 Fill Material -Type B Backfill - Install CY 0 0 5 0 o a 5 $15.00 $75,00 BID-00837 Concfete-Type8-install; 2500#PSI Concrete for Miscellaneous Placement CY 0 0 s 10 10 10 35 $10.00 $350.00 BID-00839 Concrete -Type E - Install; 1500# PSI Concrete for Miscellaneous Placement CY o o s o 0 0 5 S1O.00 $50,00 BID-00840 FIII Materiel -Ballast Stone - install CY 0 a s 0 O o 5 $2.00 $10.00 BID-00493 Subgrade-Crushed Limestone for Mlsc. Placement - Install CY a o 5 a O 0 5 32.00 $10.00 BID-00099 Slum Water Pollution Prevention Plan <Than 1Ac SWPPP- Install LS o 0 1 1 1 t 4 $8,500.00 $%00.00 BID-00136 Grass Sotl -Install; Bermuda/St.Ae ustine SY O o M 107 107 4a 307 $3,00 $921.00 BID-01189 Slgna4Traffic Centiol -Design 8 ProvMe, -Install LS o 0 t 1 1 1 1 $14a00D.00 $8,000.00 Suhlolal Section WATER $466,676.00 SEWER CONSTRUCTION COST CPMS BID NO. DESCRIPTION UNIT c ? U = QUANTITY UNIT COST SUB -TOTAL BID-00350 Pipe-Sewer-8 Inch-SDR28 All Depths)- Install; by Open Cut LF 1 200 1 0 0 0 350 520 1070 $40.00 $42,800.00 BID-01186 PI e-Enlargement-HDPESIzes Specified by Engineer - install 6'to 186; 80to 100, 10* to 12' LF 1 1000 1 ism 0 0 0 0 2500 $75.00 $187,500,00 BID-00225 Pipe -Sag Adjustment for Pie - Rehab; Sag Adjustment for HOPE Pie LF 1 50 1 So 0 0 0 0 100 $65,00 $6,500.00 Sewer Service-4 InchSDR26 - Install; Sanitary Sewer Service with Cement Stabilized Backfill by Open Cut, All BID-00358 Depths LF 0 0 0 0 0 240 1 240 $38,00 $9,120.00 BID-00364 Sewer Service-4 Inch - Install; 4-Inch PVC Sanitary Sewer Service Line by Open Cut, all Depths LF s90 750 9 9 0 240 1590 $25.00 $39,750.00 BID-00355 Sewer Service-41nch Service Tap -Install EA 0 0 0 0 0 24 24 $200.00 $4,800.00 BID-00961 Sewer Service-4 Inch Tap to HOPE by Pipe Enlargement- Install EA 40 5o O 0 0 0 90 $1,000,00 $901000.00 BID-00356 Sewer Service-4 Inch-2 Way Clean Out- Install EA 40 50 0 0 0 24 114 $160.00 $18,240.00 BID-00213 Manhole-3td 4 Ft Dlam- to 6 Ft Depth) - Install EA 4 4 0 0 2 6 16 $2,400.00 $38,400.00 BID-00214 ManholeStd 4 Ft Olam-Added Depth over6 Ft Depth) - Install VF 5 5 0 0 5 4 19 $150.00 $2,850.00 BID-OD198 Collar-Manhole-321nch-Frame&Cover -Install EA 5 5 0 0 2 2 14 $400,00 $5,6D0.00 BID-00372 Trench Safety System 5 Foot Depth - Install LF 1500 100 0 0 350 520 2470 $2,00 $4,940.00 BID-00201 Inspection -Post Construction Cleaning &TV - Study LF 1190 15oo D 0 350 520 3560 $2.00 $7,120.00 BID-00202 Ins ection-Preconstmction Cleaning &TV - Study LF 1190 1500 0 0 0 0 2690 $3.00 $81070.00 BID-00443 Pavement-2 Inch Min HMAC on 2127 Concrete Base STR-028 - Install; PennanentAs halt Pavement Repair LF 5o too 0 0 350 520 1020 $35.00 $35,700,00 BID-00841 Concrele-Encasement- Install LF o d 0 0 20 20 40 $62.00 $2,480.00 BID-00545 Fill Material -Type B Backfill - Install CY 25 z5 0 0 o io 60 $15,00 $900.00 BID-00837 Concrete -Type B ~ Install; 2600#PSI Concrete for Miscellaneous Placement CY 10 10 0 a 10 10 40 $95.00 $31800.00 BID-00839 Concrete -Type E - Install; 1500# PSI Concrete for Miscellaneous Placement CY 10 10 0 0 10 10 40 $90,00 $3,600.00 BID-00217 Manhole -Vacuum Test - Services EA 4 4 0 0 2 6 16 $120,00 $1,920.00 BID-00544 FIII Material-Flowable FIII (6 Inch Sewer - Install CY 0 0 0 0 20 30 50 $130,00 $6,500.00 BID-00493 Sub rade- Crushed Limestone for Mlsc.Placement - Install CY 0 0 0 0 52 77 129 $32,00 SC128.00 BID-00206 Manhole -Remove EA 4 q D 0 2 6 16 $260.00 $4,160.00 BID-00474 Pavemen t-Valley Gutter -Remove SY 6 4 0 0 0 0 10 $25,00 $243,06 BID-00402 Driveway -Remove SF 180 180 0 0 0 0 360 $5.00 $1,800.00 BID-00424 Curb & Gutter- Remove LF 20 20 0 0 0 46 88 $3,00 $264,00 BID-OD529 Walk - Remove SF 40 40 0 0 0 192 272 $2.50 $680.00 BID-00473 Pavement -Valley Gutter Install SY 6 4 0 0 0 9 10 $70.00 $680,56 BID-00404 Driveway-6 Inch - Install SF o iM 0 0 o o 360 $8,00 $2,880.00 BID-00530 Walk-4 Ft -Install SF 40 40 0 0 0 192 272 $10.00 $2,720.00 BID-00426 Curb & Gutter-71nch w/18 Inch Gutter- Install SF 30 30 0 o tt 96 156 $35,00 $5,460.00 BID-00542 Dehole-Ex lorato Excavation - Stud EA 2 2 6 9 o 1 5 $700.001 S3,500.00 BID-00132 Grass -Bermuda Sod -Install SY 22 22 0 0 0 43 87 $12.00 1 $16048.80 BID-01189 Signal -Traffic Control - Design & Provide, - Install LS t 1 0 0 1 1 4 $4,800,00 $191200.00 BID-00099 V222Subtotal Storrs Water Pollution Prevention Plan < Than 1 Ac SWPPP - Install LS 1 t o 0 1 1 4 $1,600.0 0 $6,40D.00 Section SEWER 5573,754.41 COSTS snce ENGINEER nos m mnvdwa ova met aloe«, mat�au, eq,gm,ent or lemma kum:n a byou�. a mer uc conaaaogs) metlpds oraesemdnr,9 per. arover mmpeativa bBdtrg or nwket m„cwn:. ENcoaEPm op6iwns d vmbaMe raw pro}zq cows and Cpastrucfim Cost proWbdfor herein ere modem Vie basis o(F1IGINEEIYs ezpedenr arW gva55fatbns aMrel'<esent ENGMEERk best payment as en expedaystl am quaPied proressbnal erginaer, fanahrwiN Ne crosbucfbn Industry; but F1IGINEFR carrot arM dox,wt 9vamnkro O,at proposals, bids a equal Trial PrajM or Cmsbucuon Costs vin rwt my rrom op nbns of probable roll prepared by ENGIr.EFA irpdor b are aides g or Negofiat4rp Phase OWNFA xisl,=_s greater euvrance to Na Construcfim Cosf he snag ertpky an NdP+ae„d-nt r>� eeYmafry Madrrtosh HD:Users:mrlassaad:Desktop:AMschmant B WS1.1B-01992ANA720330-Ezhbit3.tdsx 11/13/12 6:23 PM ESTIMATED CONST. COST AI ey-Donnelly-Curzo n �J CONSULTANT;:, J.'�, WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2011, WSM-B CITY PROJECT NO, 01992 Alley between Donnelly and Curzon (Tremont -Alamo) OPINION OF PROBABLE SEWER CONSTRUCTION COST CPMS BID NO. DESCRIPTION QUANTITY UNIT BID-00350 Pipe-Sewer-8 Inch-SDR26 All Depths)~ Install; by Open Cut 200 LF BID-01186 Pi a-Enlar ement-HDPE-Sizes Specified by Engineer - Install 6" to 18"; 8" to 10", 10" to 12" 1000 LF BID-00225 Pipe -Sag Adjustment for Pie - Rehab; Sag Adjustment for HDPE Pie 50 LF BID-00354 Sewer Service-4 Inch - Install; 4-Inch PVC Sanitary Sewer Service Line by Open Cut, all Depths 600 LF BID-00961 Sewer Service-4 Inch Tap to HOPE by Pipe Enlargement - Install 40 EA BID-00356 Sewer Service-4 Inch-2 Way Clean Out~ Install 40 EA BID-00213 Manhole-Std 4 Ft Diam- to 6 Ft Depth) - Install 4 EA BID-00214 Manhole-Std 4 Ft Diam-Added Depth over 6 Ft Depth) - Install 51 VF BID-00198 Collar-Manhole-32 Inch -Frame & Cover - Install 51 EA BID-00372 Trench Safety System 5 Foot Depth - Install 1500 LF BID-00201 Ins ection-Post Construction Cleanin & TV~ Study 1190 LF BID-00202 Ins ection-Preconstruction Cleaning & TV - Study 1190 LF BID-00443 Pavement-2 Inch Min HMAC on 2127 Concrete Base STR-028 ~Install; Permanent Asphalt Pavement Repelr 50 LF BID-00545 Fill Material -Type B Backfill - Install 25 CY BID-00837 Concrete-T e B - Install; 2500# PSI Concrete for Miscellaneous Placement 10 CY BID-00839 Concrete -Type E - Install; 1500# PSI Concrete for Miscellaneous Placement 10 CY 5I6-00217 Manhole -Vacuum Test- Services 4 EA BID -00206 Manhole - Remove 4 EA BID-00474 Pavement -Valley Gutter~ Remove 6 SY BID-00402 Drivaway - Remove 180 SF BID-00424 Curb & Gutter - Remove 20 LF BID-00529 Walk- Remove 40 SF BID-00473 Ta�vement-Valley Gutter~ Install 6 SY BID-00404 Driveway-6 Inch - Install 180 SF BID-00530 Walk 4 Ft- Install 40 SF BID-00426 Curb & Gutter-7 Inch w/18 Inch Gutter- Install 30 SF BID-00542 e-Exploratory Excavation - Study2 EA BID-00132 Grass -Bermuda Sod~ Install 22.2 SY BID-01189 Si al -Traffic Control - Design & Provide, - Install 1 LS BID-00099 Storm Water Pollution Prevention Plan < Than 1 Ac SWPPP - Install 1 LS Subtotal Section SEWER Since ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s) meltwds of determining prices, or over competitive bidding or market conditions, ENGINEER's opinions of probable Total project Costs and Construction Casl provided for herein are made on the basis of FIJGINEER's experience and qual�cetions and represent FSIGINEER'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 Coat he shelf employ an tndependenl cost estimator. Macintosh HD:Users:mnassaad:Desktop:Attachment B WSM-B-01992-ANA120330-Exhibit-3.xisx ti/13/i2 6:24 PM ESTIMATED CONST. COST Alley -Don nelly-Geddes CONBVLTANT:,i WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2011, WSM-B CITY PROJECT NO, 01992 Alley between Donnelly andGeddes (Ashland Alamo) OPINION OF PROBABLE SEWER CONSTRUCTION COST CPMS BID NO. DESCRIPTION QUANTITY UNIT BID-01186 Pipe-Enlargement-HDPE-Sizes Specified by Engineer~ Install 6" to 18'; 8" to 10", 10" to 12" 1500 LF BID-00225 Pipe -Sag Adjustment for Pie ~Rehab; Sag Adjustment for HDPE Pie 50 LF BID-00354 Sewer Service4 Inch~ Install; 44nch PVC Sanitary Sewer Service Line by Open Cut, all Depths 750 LF BID-00961 Sewer Service-4 Inch Tap to HDPE by Pie Enlargement — Install 50 EA BID-00356 Sewer Service-4 Inch-2 Way Clean Out — Install 50 EA BID-00213 Manhole-Std 4 Ft Diam- to 6 Ft Depth)~ Install 4 EA BID-00214 Manhole-Std 4 Ft Diam-Added Depth over 6 Ft Depth)~ Install 5 VF BID-00198 Collar-Manhole-32 Inch -Frame & Cover — Install 51 EA BID-00372 Trench Safety System 5 Foot Depth~ Install 100 LF BID-00201 Inspection -Post Construction Cleaning & TV — Study 1500 LF BID-00202 Ins ection-Preconstruction Cleaning & TV — Study 1500 LF BID-00443 Pavement-2 Inch Min HMAC on 2/27 Concrete Base STR-028 — Install; Permanent Asphalt Pavement Repair 100 LF BID-00545 Fill Material-T e B Backfill — Install 25 CY BID-00837 Concrete -Type B — Install; 2500# PSI Concrete for Miscellaneous Placement 10 CY BID-00839 Concrete -Type E — Install; 1500# PSI Concrete for Miscellaneous Placement 10 CY BID-00217 Manhole-VacuumTest— Services 4 EA BID-00206 Manhole —Remove q EA BID-00474 Pavement -Valle Gutter — Remove 4 SY BID-00402 Driveway— Remove 180 SF BID-00424 Curb & Gutter — Remove 20 LF BID-00529 Walk — Remove 40 SF BID-00473 Pavement -Valley Gutter— Install 4 SY BID-00404 Driveway-6 Inch — Install 180 SF BID-00530 Walk4 Ft — Install 40 SF BID-00426 Curb & Gutter-7 Inch w/18 Inch Gutter — Install 30 SF BID-00542 Dehole-Exploratory Excavation — Stud 2 EA BID-00132 Grass -Bermuda Sod — Install 22,2 SY BID-01189 Si nal-Traffic Control - Design & Provide, — Install 1 LS BD-00099 Storm Water Pollution Prevention Plan < Than 1 Ac SWPPP — Install 1 LS Subtotal Section SEWER Since ENGINEER has no control over the mat of labor, materials, equipment or services furnished by others, or over the Contractor(s) methods o(delermining prices, or over compegtive bidding or market conditions, ENGINEER'S opinions of probable Total proJed Costs and Consimction Cost provided for herein are made an the basis of ENGINEER'S experience and qualifications and represent ENGINEER'S best judgment as an experienced and qualified professional engineer, familiarwith the construction Industry: but ENGINEER cannot and does not guarantee that proposals, bids or actual Total Project or Construction Coals 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. Madntosh HO:Users:mnassaad:Desktop:Aitachment BWSM-B-67992-ANAf 20330-Exfiibfl-3.xisx 71173/12 6:24 PM ESTIMATED CONST. COST Curzon Ave I — \ CONSULTANT:.:, _, .F�- all WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2011, WSM-B CITY PROJECT NO, 01992 Curzon Avenue (Tremont Ave. tO Ashland Ave OPINION OF PROBABLE WATER CONSTRUCTION COST CPMS BID NO. DESCRIPTION QUANTITY UNIT BID-00618 Pipe-Pressure-8 Inch — Install; 8" PVC Includes Removal orAbandoning of Existing Water Pie 500 LF BID-00749 Valve-8 Inch -Gate w/Valve Box — Install; 84nch Gate Valve with Cast Iron Box & Lid)2 EA BID-00745 Valve-6 Inch -Gate Valve w/Box _ Install 1 EA BID-00547 Fire Hydrant~ Remove 1 EA BID-00546 Fire Hydrant — Install 1 EA BID-00548 Fire Hydrant -Barrel & Stem Extension — Install 1 VF D-0 5568 Pipe Fiitin s- <Than 16 Inch DI Pipe~ Install 1 TON D-00762 Water Service-1 Inch-Tapto Main —Install 10 EA D-00758 Water Service-1 Inch —Install; Install 1-Inch Copper Service from Main to Meter 250 LF D-00550 [BID�00372 Meter Box -Class A— Install; Class "A" Plastic Meter Box Complete in Place 10 EA D-00768 Water Servlce-2 Inch -Temporary — Install; Furnish and La 2-Inch Pipe and Fittings forTem ora Water Service Connection 1 LS -00443 Pavement-2 Inch Min HMAC on 2/27 Concrete Base STR-028 ~Install; Permanent Asphalt Pavement Repair 500 LF Trench Safety System 5 Foot Depth~ Install 500 LF BID-00841 Concrete -Encasement — Install 20 LF BID-00545 Fill Material -Type B Backfill — Install 5 CY BID-00837 Concrete -Type B — Install; 2500# PSI Concrete for Miscellaneous Placement 5 CY BID-00839 Concrete -Type E — Install; 1500# PSI Concrete for Miscellaneous Placement 5 CY BID-00840 Fill Material -Ballast Stone — Install 5 CY BID-00493 Sub rode -Crushed Limestone for Misc. Placement —Install 5 CY BID-00099 Storm Water Pollution Prevention Plan < Than 1 Ac SWPPP — Install 1 LS BID-00136 Grass -Sod — Install; Bermuda/St. Augustine 50 SY BID-01189 Signal -Traffic Control -Design &Provide, — Install 1 LS Subtotal Section WATER Since ENGINEER has no control over the cost of labor, materials, equipment or serv(ces furnished by others, or over the Conlraclor(s) methods of determining prices, ar 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 guamnlee that proposals, bids or actual Total Project or ConsWction 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 shag employ an (ndependenl cost estimator. Macintosh HO:Users:mnassaad:Desktop:Attachment B WSM-B-01992-ANA72033D-Exhbit-3.xls�f 11/13/12 6:25 PM ESTIMATED CONST, COST Locke Ave COHSVLTANTs, ! .L.�. WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2011, WSM-B CITY PROJECT NO, 01992 Locke Ave. 1 wvel va -Ashland Ave.) OPINION OF PROBABLE WATER CONSTRUCTION COST CPMS BID NO. DESCRIPTION QUANTITY UNIT BID-00618 Pipe-Pressure-8 Inch — Install; 8" PVC Includes Removal orAbandoning of Existing Water Pipe 1650 LF BID-00749 Valve-8 Inch -Gate w/Valve Box~ Install; 8-Inch Gate Valve with Cast Iron Box & Lid 2 EA 9ID-00745 Valve-6 Inch -Gate Valve w/BGX — Install 2 EA BID-00547 Fire Hydrant~ Remove 2 EA BID-00546 Fire Hydrant~ Install 2 FJi BID-00548 Fire Hydrant -Barrel & Stem Extension — Install 21 VF BID-00568 Pipe Fittings- <Than 16 Inch DI Pipe — Install 2 TON BID-00762 Water Service-1 lnch-Tap to Main — Install 60 EA BID-00758 Water ServiceA Inch — Install; Install 1-Inch Copper Service from Main to Meter 1500 LF BID-00550 Meter Box -Class A— Install; Class "A" Plastic Meter Box Complete in Place 60 EA BID-00768 Water Service-2 Inch -Temporary — Install; Furnish and Lay 24nch Pipe and Fittings for Temporary Water Service Connection 1 LS BID-00443 Pavement-2 Inch Min HMAC on 2/27 Concrete Base STR-028 — Install; Permanent Asphalt Pavement Repair 1650 LF BID-00372 Trench Safety System 5 Foot Depth~ Install 1650 LF BID-00837 Concrete -Type B — Install; 2500# PSI Concrete for Miscellaneous Placement 10 CY BID-00099 Storm Water Pollution Prevention Plan < Than 1 Ac SWPPP — Install 1 LS BID-00136 Grass -Sod — Install; Bermuda/St. Augustine 107 SY BID-01189 Signal -Traffic Control - Design & Provide,~ Install 1 LS Subtotal Section WATER Since ENGINEER has na conbd over the wst of labor, materials, equipment or services furnished by others, or over the Canlrador(sJ 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. Madntosh HD:Users:mnassaad:Deskfop:Attachment B WSM-B-01992-ANA120330-Exhibit-3.xlsx 11/13/12 6:26 PM ESTIMATED CONST, COST Lovell Ave AOO WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2011, WSM-B CITY PROJECT NO, 01992 Locke Ave. (Clover Ave. Ashland OPINION OF PROBABLE WATER CONSTRUCTION COST CPMS BID NO, DESCRIPTION QUANTITY UNIT BID-00618 Pipe-Pressure-8 Inch~ Install; 8" PVC Includes Removal or Abandoning of Existing Water Pie 1650 LF BID-00749 Valve-8 Inch -Gate wNalve Box~ Install; 8-Inch Gate Valve with Cast Iron Box & Lid 2 EA BID-00745 Valve-6 Inch -Gate Valve w/Box- Install 2 EA BID-00547 Fire Hydrant~ Remove 2 EA BID-00546 Fire Hydrant~ Install 2 EA BID-00548 Fire Hydrant -Barrel & Stem Extension - Install 2 VF BID-00568 Pipe Fittings- <Than 16 Inch DI Pipe - Install 2 TON BID-00762 Water ServiceA Inch -Tap to Main - Install 60 EA BID-00758 Water Service-1 Inch - Install; Install 1-Inch Copper Service from Main to Meter 15001 LF BID-00550 Meter Box -Class A~ Install; Class "A" Plastic Meter Box Complete in Place 60 EA BID-00768 Water Service-2 Inch -Temporary - Install; Furnish and La 2-Inch Pipe and Fittings for Temporary Water Service Connection 1 LS BID-00443 Pavement-2 Inch Min HMAC on 2/27 Concrete Base STR-028 - Install; Permanent Asphalt Pavement Repair 1650 LF BID-00372 Trench Safety System 5 Foot Depth - Install 1650 LF BID-00837 Concrete -Type B - Install; 2500# PSI Concrete for Miscellaneous Placement 10 CY BID-00099 Storm Water Pollution Prevention Plan < Than 1 Ac SWPPP - Install 1 LS BID-00136 Grass -Sod - Install; Bermuda/St. Augustine 107 SY BID-01189 Signal -Traffic Control - Design & Provide,~ Install 1 LS Subtotal Section IWATER SEWER CONSTRUCTION COST CPMS BID NO. DESCRIPTION QUANTITY UNIT BID-00350 Pipe-Sewer-8 Inch-SDR26 All Depths) - Install; by Open Cut 350 LF BID-00213 Manhole-Std 4 Ft Dtam- to 6 Ft Depth)- Install 2 EA BID-00214 Manhole-Std 4 Ft Diam-Added Depth over 6 Ft Depth) - Install 5 VF BID-00198 Collar-Manhole-32 Inch -Frame & Cover - Install 2 EA BID-00372 Trench Safety System 5 Foot Depth - Install 350 LF BID-00201 Ins ectton-Post Construction Cleaning & TV - Studv 350 LF BID-00443 Pavement-2 Inch Min HMAC on 2/27 Concrete Base STR-028 - Install; Permanent Asphalt Pavement Repair 350 LF BID-00841 Concrete -Encasement - Install �Concrete-Type 20 LF BID-00837 B - Install; 2500# PSI Concrete for Miscellaneous Placement 10 CY BID-00839 Concrete -Type E - Install; 1500# PSI Concrete for Miscellaneous Placement 10 CY BID-00217 Manhole -Vacuum Test~ Services 2 EA BID-00544 Fill Material-Flowable Fill 6 Inch Sewer - Install 20 CY BID-00493 Sub rade - Crushed Limestone for Misc. Placement - Install 52 CY BID-00206 Manhole - Remove 2 EA BID-01189 Signal -Traffic Control - Desi n & Provide, - Install 11 LS BID-00099 Storm Water Pollution Prevention Plan < Than 1 Ac SWPPP - Install 1 LS Subtotal Section SEWER 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 aver competitive bidding or market conditions, ENGINEER'S opinions d probable Total proJecf Costs and Construction Cost provided for herein are made an the basis of ENGINEER'S expectance and qualificetions and represent ENGINEER'S best Judgment as an experienced and qualified professional engineer, famiGarwith tha construction industry, but ENGINEER cannot and does not guarantee that proposals, bids or actual Total Project or construction Costs will not very 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. Macintosfi HD:Users:mnassaadiDeskldp:Attacfimeut B WSM-8-01992-ANASZ0330-Exfiibi[-3.xisx N113f12 6:27 PM ESTIMATED CONST. COST WestemAva WATER AND SANITARY SEWER REPLACEMENT CONTRACT 2011, WSM-B CITY PROJECT NO, 01992 Western Ave. (Diaz Ave. -Wellesley Ave.) OPINION OF PROBABLE WATER CONSTRUCTION COST 5000 Thompson Terrace Colleyville, TX 76034 (817)335.9900 FAX (617)335.9955 CPMS BID NO, DESCRIPTION QUANTITY UNIT UNITCOST SUB -TOTAL BID-00618 Pi e-Pressure-81nch - Install; 8' PVC Includes Removal orAbandonin of ExistingWater Pie 850 LF $28.00 523,900.00 BID Vaive-8 Inch -Gate W1 alve Box - Install; 8-Inch Gate Valve with Cast Iran Box & Ud 2 EA $1,100,00 $2,200.00 BID-00745 Valve-6 Inch -Gate Valve w/Box - Install 1 EA $900,00 $900.00 BID-DO547 Fire Hydrant -Remove 1 EA $300,00 $300,00 BID-00546 Fire Hydrant ~ Install 1 EA $2,300,00 $2,300.00 BID-00548 Fire H drant-Barral & Stem Extension - Install 1 VF $260.00 $260,00 BID-00568 Pipe Fittings- < Then 16 Inch DI Pipe - Install 1 TON $4,509,0Q $4,500.00 BID-00762 Water Service-1 Inch -Tap to Main -Install 24 EA $300.00 579200.00 BID-00758 Water Service-1 Inch -Install; Install 1-Inch Copper Service from Main to Meter 600 LF 1 $11.00 $600,00 BID-00550 Meter Box -Class A- Install; Class 'A" Plastic Meter Box Complete in Place 24 EA $200.00, $4,800,00 BID-00768 Water Service-2 Inch -Temporary - Install; Furnish and La 2-Inch Pipe and Fittings for Temporary Water Service Connection 1 LS $5,600,00 55,600.00 BID-00443 Pavement-2 Inch Min HMAC on 2/27 Concrete Base STR-028 - Install; Permanent Asphalt Pavement Repair 850 LF $25.00 $21,250.00 BID-00372 Trench Safe System 5 Foot Depth - Install 850 LF $2.00 $1,700,00 BID-00837 Concrete -Type B - Install; 2500# PSI Concrete for Miscellaneous Placement 10 CY $10.00 $100,00 BID-00099 Storm Water Pollution Prevention Plan < Than 1 Ac SWPPP - Install 1 LS $11000.00 $1,000,00 BID-00136 Grass -Sod- Install; Bermuda/St. Augustine 43 SY 53.00 $129.00 BID-01189 Signal -Traffic Control - Design & Provide, - Install 1 LS $2,600.00 52,000.00 Subtotal Section WATER 584,639.00 5C W tK l:UN51 KUG I IUN GOSI CPMS BID NO. DESCRIPTION QUANTITY UNIT UNITCOST SUB -TOTAL BID-00350 Pipe-Sewer-8 Inch-SDR26 All Depths)~ Install; by O en Cut 520 LF $40,00 $20,800.00 BID-00358 Sewer Service-4 InchSDR26 - Install; Sanitary Sewer Service with Cement Stabilized Backfill by Open Cut, All Depths 240 LF $38,00 $99120.00 BID-00354 BID-00355 BID-00356 BID-00213 Sewer Service-0 Inch - Install; 4-Inch PVC Sanitary Sewer Service Una by Open Cut, all Depths Sewer Serviced Inch Service Tap - Install Sewer Service4 Inch-2 Way Clean Out - Install Manhole-Std 4 Ft Diem -(to 6 Ft Depth) - Install 240 24 24 6 LF EA EA EA $25.00 $200.00 $160.00 $2,400.00 $61000.00 $4,890.00 $39840,00 $14,400.00 BID-00214 BID-00198 ManholeStd 4 Ft Dlam-Added Depth over 6 Ft Depth) - Install Collar-Manhole-32 Inch -Frame & Cover- Install 4 2 VF EA $150.00 1 $400.00 $600,00 $800.00 BID-00372 Trench Safety System 5 Foot Depth - Install 520 LF $2,00 $1,040.00 BID-00201 BID-00443 Inspection -Post Construction Cleaning &TV - Study Pavement-2 Inch Min HMAC on 2/27 Concrete Base STR-028 - Install; Permanent Asphalt Pavement Repair 520 520 LF LF $2.00 $35.00 $1,040,00 §18,200.00 BID-00841 Concrete -Encasement - Install 20 LF $62.00 51240.00 BID-00545 Fill Material -Type B Backfill ^ Install 10 CY $15,00 $150,00 BID-00837 Concrete -Type B - Install; 25009 PSI Concrete for Miscellaneous Placement 10 CY $95.00 E950.00 BID-DO839 Concrete -Type E - Install; 1500# PSI Concrete for Miscellaneous Placement 10 CY $90.00 $900.00 BID-00217 Manhole -Vacuum Test- Services 6 EA $120,00 $720.00 BID-00544 BID-00493 Fill Material-Fiowable Fill 6 Inch Sewer - Install Su rade- Crushed Limestone for Misc.Placement-Install 30 77 CY CY $130.00 $32.00 $3,900.00 $2,464.00 BID-00206 Manhole -Remove 6 EA $260.00 $1560.00 BID-00424 Curb&Gutter- Remove 48 LF $3,00 $144.00 BID-00529 Walk - Remove 192 SF $2.50 $480.00 BID-00530 BID-00426 Walk-0Ft-Install Curb & Gutter-7 Inch w/i8Inch Gutter- Install 192 96 SF SF $10,00 $35,00 $19920.00 $39360,00 BID-00542 BID-00132 Dehole-Exploratory Excavation - Stud Grass -Bermuda Sod - Install 1 43 EA SY $700,00 $12.00 $700,00 $516,00 BID-01189 BID-00099 Signal -Traffic Control - Design & Provide, - Install Storm Water Pollution Prevention Plan < Than 1 Ac SWPPP - Install 1 1 LS LS S4 800.00 $1,600.00 $4,800.00 §1:600:00 Subtotal Section SEWER $106,044.00 Sfrcz ENGINEER has no conbol over the cost oflabor, maYrials, equipment w serviceslumtshetl byoNers, "over we Contractor(s) megvds o<tletem firing pekes, orover compeb'tive NtltlNg w narket mndtloru, ENGWEER's opYJans of probable Total pmjed Costs and r.OM1Stnldbn Cost provded for herein are made on Ne basis of ENGINEER'S experience and quaifiutbns and represent ENGINEER'S best hrtlgment as an ezpetienced and gva5fietl professional ergi,een famiarvriN the mnsW ctlon Ndusby; but ENGINEER ramot and does rot guarantee d,at proposals, bids w aural TOW Prgector Constrvcflon Costs Y 9 rwtvary from opfibns of pobable cost prepared by ENGINEER xprior to the Misting or Negotlating Phase OWNER wishes greater assurance to the construction Cost he shay employ an Independent cost esNnator. Estimated Construction Cost -Water $84,639.00 Estimated Construction Cost Sewer S10fi,044.00 Total Estimated Construction Cost -Water &Sewer 5190,fi63.00 hixlntosh ND:Users:mnassaad:Desklop:Attachment B WSl.1-a-07892-ANA120330FxhLit-3adsx 11l13l12 6:27 PM ATTACHMENT C CHANGES AND AMENDMENTS TO STANDARD AGREEMENT DESIGN SERVICES FOR WATER AND SEWER REPLACEMENT CONTRACT 2011, WSM-B CITY PROJECT NO.: 01992 This contract has NO changes to the Standard Agreement. City of Fort Worth, Texas Attachment C PMO Release Date: 05.19.2010 Page 1 of 1 Consulting Contract Schedule Specifications City of Fort Worth Capital Improvement Program FORT WORTH Attachment D - Project Schedule This PROJECT requires a Tier «3» schedule as defined herein and in the Cit_y's Schedule Guidance Document, D1. CONSULTING SERVICES SCHEDULE DEVELOPMENT: The CONSULTANT shall prepare schedules for consulting services that meet the requirements described in this specification, showing by Critical Path Method (CPM) the planned sequence and timing of the Work associated with the Agreement. All submittals shall be submitted in PDF format, and schedule files shall also be submitted in native file format (i.e. file formats associated with the scheduling software). The approved scheduling software systems for creating the schedule files are: - Primavera (Version 6.1 or later or approved by CITY) Primavera Contractor (Version 6.1 or later or approved by CITY) Microsoft Project (Version 2003/2007 or later or approved by CITY)(PHASING OUT) D2. BASELINE CONSULTING SERVICES SCHEDULE: Following notice -to -proceed, the CONSULTANT shall develop, submit and review the draft detailed baseline consulting services schedule with the CITY to demonstrate the CONSULTANT's understanding of the Agreement requirements and approach for performing the work. The CONSULTANT will prepare the final detailed baseline consulting services schedule based on CITY comments, if any, and submit to the CITY no later than the submittal of the first project invoice. The following guidelines shall be adhered to in preparing the baseline schedule, and as described in further detail in the CITY's Schedule Guidance Document. A . The scope shall be subdivided by work breakdown structure (WBS) representing the tasks, subtasks, and activities associated with delivering the work. b. The schedule shall accurately describe the major work activities, key milestones, and dependencies/relationships as appropriate to the work. c. The schedule should include appropriate meetings, review periods, critical decision points, including third party utility dependencies and reviewing agencies. D3. PROGRESS CONSULTING SERVICES SCHEDULE: The CONSULTANT shall prepare and submit monthly to the CITY for approval the updated schedule in accordance with D1 and D2 and the CITY's Schedule Guidance Document inclusive. As the Work progresses, the CONSULTANT shall enter into the schedule and record actual progress as described in the CITY's Schedule Guidance Document. The updated schedule submittal shall also include a concise schedule narrative that highlights the following, if appropriate and applicable: • Changes in the critical path, • Expected schedule changes, • Potential delays, • Opportunities to expedite the schedule, • Coordination issues the CITY should be aware of or can assist with, City of Fort Worth, Texas Attachment D PMO Release Date: 02.15.2011 Page 1 of 2 • Other schedule -related issues that the CONSULTANT wishes to communicate to the CITY. D4. PERFORMANCE AND CONSULTING SERVICES SCHEDULE: If the work accomplished falls behind that scheduled due to factors within the CONSULTANT's control, the CONSULTANT shall take such action as necessary to improve the progress of the Work. In addition, the CITY may require the CONSULTANT to submit a revised schedule demonstrating the proposed plan to make up the delay in schedule progress and to ensure completion of the Work within the allotted Agreement time. D5. SCHEDULE TIERS SPECIAL INSTRUCTIONS: The requirements for the schedule are determined based on the nature and needs of the project. The schedule tier for this project is stated at the top of this document. CONSULTANT shall submit each schedule relying on the CITY's current Schedule Guidance Document, D6. SCHEDULE SUBMITTAL AND PAYMENT: As stated in IILA.(1). of the Agreement, CONSULTANT shall provide the information required by Attachment D. CONSULTANT's monthly invoices will not be accepted and processed for payment without monthly schedule updates that are submitted in the time and manner required by Attachment D and the CITY's current Schedule Guidance Document. City of Fort Worth, Texas Attachment D PMO Release Date: 02.15.2011 Page 2 of 2 ;,,.._ _ r; to vr- a No Alift-too • �..�w . ure rf +--Sy . -INTERSTATE__0.fi trill to -III *a A:l.k.wJrM NAAR call all ALI .2 P. 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TO ALAMO ST.) .e� SANI TAR Y SEWER IMPRO VENIEN TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 1" = 300' �` '' M* + CITY PROJECT NO. XXXXX SWR 2030-384 COLL@YVILL€, YX.Y8064 r-H-6+Y9866.6600 D.O.E. #XXXX 2036-384 FAXWINW.97*386*9065 IALLCLOM MAPSCO 75L & P www.IlRiR1LO.COt'A .13:; !f° 9 sT �5 3 1'1 I 1 - 2loot 2i ,23 25 27 29 31 33 ;35 37' 39 `A_E xhibits.dgn.10/16/2012 0 IS 19 17 15 13if 3 - 1& IF 14 421,,• Food -GE'bADE16, " �� �' FA ` 1z 20 ` 4 _ � .D 9 7....5 3, j 19 - 17 115 13 11-9 � 19 \ j 5 F.3"'1 f1 '9 �7 - 15 1 11 , -1 r 18 t 1 IF F77 dd !.- t OP 9 I21 23 25 127 2$: ^} FIFF 3.80E ,v— i r 8 ,1 FF,Z ` 19 17 4 did Ile U.S. INTERSTATE loss a 1_ -?516 51.27e 6.,, �y , ,a „ o , t. <'.w f+1' 63. ,411 "� 1j �b ill F , -. III Z ti Z Z I i - 2 27 29 � [21 p7 39 9' 7'S E176 [jF2,13 13 35 37 39 L O� t %r IF 9 7 5 3FIT 1 f7� 21 23 25 27 29' 2 5 ` •1 ;.' 31ppFFFFFIpp 2123 2S273) 33 35 37 '34 LO.CKE: F-: 17 15 13 11� S 5 3 ^1.. 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'�1 23 25 2739 31 33 3� .�7 it . 5 21 23 25 27 29 _ 2 5 +� ?3- 3 ! 3 �2s 25 }% 7 29 31 33 iIS5 ' 7 39' 31 3- 35 3.7 '39' a F1 IN r I F I 4, Y � 6.. is 60 WA 9 O 1' , 2'' 3 4 5 6 7 ' N CURZON. v: 2 3 a Ad 1 1 r { r PLO 20 !1 7i r � t8 19 Adw ki E ,7 141 12i d. M-150 AAA_ i5n• - t i nrsKinin v _ _ _P., :. N s 6 7 7 5 3 1 _ 7 39 w Fiat of 11 12 I13 15 16 17 ' 1401100 6" LOVELL �»1 S;r;L-21% _ . _ NN 12 13 14 15 Z 9 7 5 3 1 19 j�7 15 13,, ,111 .9 .O R 1 A I 19 _17 15 13 11 9 .7F5 3 1 6" 21. '�1 23 25 2739 31 33 3� .�7 it . 5 21 23 25 27 29 _ 2 5 +� ?3- 3 ! 3 �2s 25 }% 7 29 31 33 iIS5 ' 7 39' 31 3- 35 3.7 '39' a F1 IN r I F I 4, Y � 6.. is 60 WA 9 O 1' , 2'' 3 4 5 6 7 ' N CURZON. v: 2 3 a Ad 1 1 r { r PLO 20 !1 7i r � t8 19 Adw ki E ,7 141 12i d. M-150 AAA_ i5n• - t i nrsKinin v _ _ _P., :. N s 6 7 7 5 3 1 _ 7 39 w Fiat of . 5 21 23 25 27 29 _ 2 5 +� ?3- 3 ! 3 �2s 25 }% 7 29 31 33 iIS5 ' 7 39' 31 3- 35 3.7 '39' a F1 IN r I F I 4, Y � 6.. is 60 WA 9 O 1' , 2'' 3 4 5 6 7 ' N CURZON. v: 2 3 a Ad 1 1 r { r PLO 20 !1 7i r � t8 19 Adw ki E ,7 141 12i d. M-150 AAA_ i5n• - t i nrsKinin v _ _ _P., :. N s 6 7 7 5 3 1 _ 7 39 w Fiat of I F I 4, Y � 6.. is 60 WA 9 O 1' , 2'' 3 4 5 6 7 ' N CURZON. v: 2 3 a Ad 1 1 r { r PLO 20 !1 7i r � t8 19 Adw ki E ,7 141 12i d. M-150 AAA_ i5n• - t i nrsKinin v _ _ _P., :. N s 6 7 7 5 3 1 _ 7 39 w Fiat of 9 ..7 5 3 1 ON * 1715 13 :Ij9 7NNO 5 3 1 a 9 21 23 .N 27 ' 31 33 35 37 39 11 I 17 15 13 11 9 7 5 '.3 1 12 21 23 25- O 29 31 33^ 35, 37 q Ae.AAAAN t A OF jaiO F 1917 15 13 19. 3 _ S -tfi. 13 12 AId 15 D ad; Vv O. 21 14. 9 'Ft 1, w 1OF 3 8 ,1z 20 ` z ' 3 12 . # , GEODES n P. ' 6 is 19 - 1 z OF if 7 5t � i t 13"A3 3 "39 � 15. 13a - _f 5 6 t 5i (fit ; 31 33 35 37 39 O 1 F 19. tT d5 \ I � 1718Old 10 y \ . sQ. t✓ 20 �4 3 21 •23 25 13 8 18 ro 17 �s F. 11• 6 '' 1� ,. 3 ,6 � 3p SOE DIAZ 20•. r 4 �:17, 14..y •, 6 I ' s lfi S" 13 - 7 8 $ $ 1 19 17 4 111 11 [� 3 18 19 1 2 ,5 i� iq S 12 ." 6 O ?-, . 6 17'14 9 i� 11 ��. �fi L 2. Pa y . $r... '1.6 A T TACHMEIV T "E" (SHT-E T 3> (COUNCIL DISTRICT 9) L®VELL ACE (CLOVER AVE TO ASHLAND AVE) SANI TAR Y SEWER IMPRO VEMEN TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 9" = AN CITY PROJECT NO. XXXXX SWR 2030-AN D.O.E. #XXXX 2036-384 MAPSCO 75L & P 1 !F . 21 23 25 27 �31 33 35 37 39 I 17 15 13 11 9 7 5 '.3 1 12 21 23 25- O 29 31 33^ 35, 37 q Ae.AAAAN t A OF jaiO F 1917 15 13 19. 3 _ S -tfi. 13 12 AId 15 D ad; Vv O. 21 14. 9 'Ft 1, w 1OF 3 8 ,1z 20 ` z ' 3 12 . # , GEODES n P. ' 6 is 19 - 1 z OF if 7 5t � i t 13"A3 3 "39 � 15. 13a - _f 5 6 t 5i (fit ; 31 33 35 37 39 O 1 F 19. tT d5 \ I � 1718Old 10 y \ . sQ. t✓ 20 �4 3 21 •23 25 13 8 18 ro 17 �s F. 11• 6 '' 1� ,. 3 ,6 � 3p SOE DIAZ 20•. r 4 �:17, 14..y •, 6 I ' s lfi S" 13 - 7 8 $ $ 1 19 17 4 111 11 [� 3 18 19 1 2 ,5 i� iq S 12 ." 6 O ?-, . 6 17'14 9 i� 11 ��. �fi L 2. Pa y . $r... '1.6 A T TACHMEIV T "E" (SHT-E T 3> (COUNCIL DISTRICT 9) L®VELL ACE (CLOVER AVE TO ASHLAND AVE) SANI TAR Y SEWER IMPRO VEMEN TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 9" = AN CITY PROJECT NO. XXXXX SWR 2030-AN D.O.E. #XXXX 2036-384 MAPSCO 75L & P 1 !F . 21 23 25 27 �31 33 35 37 39 t A OF jaiO F 1917 15 13 19. 3 _ S -tfi. 13 12 AId 15 D ad; Vv O. 21 14. 9 'Ft 1, w 1OF 3 8 ,1z 20 ` z ' 3 12 . # , GEODES n P. ' 6 is 19 - 1 z OF if 7 5t � i t 13"A3 3 "39 � 15. 13a - _f 5 6 t 5i (fit ; 31 33 35 37 39 O 1 F 19. tT d5 \ I � 1718Old 10 y \ . sQ. t✓ 20 �4 3 21 •23 25 13 8 18 ro 17 �s F. 11• 6 '' 1� ,. 3 ,6 � 3p SOE DIAZ 20•. r 4 �:17, 14..y •, 6 I ' s lfi S" 13 - 7 8 $ $ 1 19 17 4 111 11 [� 3 18 19 1 2 ,5 i� iq S 12 ." 6 O ?-, . 6 17'14 9 i� 11 ��. �fi L 2. Pa y . $r... '1.6 A T TACHMEIV T "E" (SHT-E T 3> (COUNCIL DISTRICT 9) L®VELL ACE (CLOVER AVE TO ASHLAND AVE) SANI TAR Y SEWER IMPRO VEMEN TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 9" = AN CITY PROJECT NO. XXXXX SWR 2030-AN D.O.E. #XXXX 2036-384 MAPSCO 75L & P 1 !F . 21 23 25 27 �31 33 35 37 39 � 15. 13a - _f 5 6 t 5i (fit ; 31 33 35 37 39 O 1 F 19. tT d5 \ I � 1718Old 10 y \ . sQ. t✓ 20 �4 3 21 •23 25 13 8 18 ro 17 �s F. 11• 6 '' 1� ,. 3 ,6 � 3p SOE DIAZ 20•. r 4 �:17, 14..y •, 6 I ' s lfi S" 13 - 7 8 $ $ 1 19 17 4 111 11 [� 3 18 19 1 2 ,5 i� iq S 12 ." 6 O ?-, . 6 17'14 9 i� 11 ��. �fi L 2. Pa y . $r... '1.6 A T TACHMEIV T "E" (SHT-E T 3> (COUNCIL DISTRICT 9) L®VELL ACE (CLOVER AVE TO ASHLAND AVE) SANI TAR Y SEWER IMPRO VEMEN TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 9" = AN CITY PROJECT NO. XXXXX SWR 2030-AN D.O.E. #XXXX 2036-384 MAPSCO 75L & P 1 !F . 21 23 25 27 �31 33 35 37 39 O 1 F 19. tT d5 \ I � 1718Old 10 y \ . sQ. t✓ 20 �4 3 21 •23 25 13 8 18 ro 17 �s F. 11• 6 '' 1� ,. 3 ,6 � 3p SOE DIAZ 20•. r 4 �:17, 14..y •, 6 I ' s lfi S" 13 - 7 8 $ $ 1 19 17 4 111 11 [� 3 18 19 1 2 ,5 i� iq S 12 ." 6 O ?-, . 6 17'14 9 i� 11 ��. �fi L 2. Pa y . $r... '1.6 A T TACHMEIV T "E" (SHT-E T 3> (COUNCIL DISTRICT 9) L®VELL ACE (CLOVER AVE TO ASHLAND AVE) SANI TAR Y SEWER IMPRO VEMEN TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 9" = AN CITY PROJECT NO. XXXXX SWR 2030-AN D.O.E. #XXXX 2036-384 MAPSCO 75L & P 1 !F . 21 23 25 27 �31 33 35 37 39 ' -17 16 . 5; - — --r--- — IA .r 1 — — T2� 74' �r1 ,}. $tIFT 13: ,� ,0 ' t _•. ; 1�R m PFF�. 1 i 2 3 4 St 6 71 17.5.' 1 2A 20 3' I jtR 'r ` ..f� 19 i8 19 t18 _19 17. 7 At All A�" t tJ : 211. it I\ 10 sPAL 44 I IIIII,Alto1�iVC.J1 A 1 1� 011 IdF z7+OQc (6.r 4It 3 r ° $ i , I 1 fi1rl' .I I i l I_ �_ All kk rot !' Tr 21, 23 + 3` _ —Ulf b ct ,13, ;af Est r All - I d • 6„ 11, m �Ni'1P 1 O 3 1 . ? 1 33 35 A dj mi '1 Pi9pl zIII .MrIII � " ' 075il 21 lIro`�1 :I It .� f if 331 + ; 25 , Z;ZPIV 31 4 37 39 ' 23 _ t �5+ 7 •w. a. 62,-- N I - •_,t" 23 25' 27 29 I �/ •, ' �• 31 33 36 37 39 21 Ep_5.it 19� t7 'iS; 13_ 11 6,r r At 21 23 25r'27 -29 37 3 35, 37 3 V ©AZ ti f ------- 34.40 :6 �: 3•SOE t A ! 1 ' dd u - 1� � ,c 0 t d25 9A. 20 19� 18 17 16 15 14., 13 ' 12� ` .� ��• 24 Q3 , 10 6" �9w A. 22 I 13 it nn `h` g 3 f 19, 17 111}. 4t i p, 6 eee 14 21 23 25 27 , 13 12',.,. 1t 15 1 1a. IT AAT F •! IT A 6. 7 ,8 B o 101 17 12 13 IS'. 16 17e, _rr of .,•�0 4 p 2R '''� I; - } fY'49R' 48 47 ,46 45 44 43 42 � - •. Zr r1F _ _ w _ 41 40 39: 38 , 37 3 fi 19 k (7 -� T 35r� If lei - --L -3451 ,;: {li, s yc A itU — 33. ` ° r c - - <f r� rAR (y MOW �7:7TTII. 't R H MIT' jP'�',�. 29. 2k� 23 2.2� ,21 op •& 4.R 3 T�� It pop Air or IS 16 u 1 tll (�,yC)0All 3 tillsfig 8- 3 3 33. ....' .z . 47-• t. - (, 3R " (, //! s. •3; �r/D, ; s 5 , - BR _ 2 ir �, z t..:r • .+ - - •!- • 17t 78' 9 10 / / 3 - $ 1 va 12 3 I f4 1S• v 16 •r t..x: ... t.,i 15 , 7' '_ :3t 11 I= n e / 6 •. PA, 1 L_4517 26498 L -4517 21.88 : iR / 4 5 /// 7 \G //�� 4 5 6 7 I T3.36 —-- — — 23.54 1C 1 // 3 f•�� J ,, �n 11 12 i 23.42�H0 r I /'' tea //� \ 1S<, ?. A T TACHMEIV T "E" (SHEET 4) (COUNCIL DISTRICT 9) WESTERN AVE (DIAZ AVE TO WELLESLEY AVE) N SAN1 TAR Y SEWER IMPRO VEMEN TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 1" _ .300' CITY PROJECT NO. XXXXX SWR 2030-384 D.O.E. #XXXX 2036-384 MAPSCO 75L & P t4o:os 4—ik44.r.�,a .�,jsy'r�r O r - �a p ,.� * — �.,I r �, y y ,a oil +� r F I 11 ems. 1111110 A" oL sia TERSTATE ,+. '�0 iM _-s24_..or � mt VIP ` 30w. 1 } - c W 1lIi1« t� Y flop '7 29 31 33 35 A7 39 KE - 2 ! to 17 19 IS 13 11 N 7 5 1 9 8f1 21 23 ;?5) 427 31 33 35 �r1 -39: VE'L` .29 s° It ;� �O. �� 19 17„15- J3 2 ffll I Q 22_` ,i 183-1d 9 7 5 i 31 33 135' a.•. t 39 N � I O fA 19 j' t5,1 13 tj 9 7 ,5 3 1 - =1 21 23� 25 �7 .29 31 7 37 34 D NI Loy .35 • _ oa 131 11 9 :-5f1 , `1 19' I 7 , 1L31 - 21, 25 2r91 33. 35 39 .27 OC� O „ 2 5° w 27 '� "29 3? 33 '35 37 39 i 2325 (fi 1 2 '3' 4 5 A E. _ Y- —.305 t— 7`y — - — —; _ 19 17 '15 13 11", 9 7 5 3, 1 1 2t j9 t7 15 13� it ',9 7 5 3 1 21 2 25 27 29 31 33 N 3g 1 ti I to 1 CU N 39 ,Z . 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XXXXX SWR 2030-384 D.O.E. #XXXX 2036-384 MAPSCO 75L & P exhibits.dgn 10/16/20121:4 .- ._------- - .�1 C;ar. t...; r.,r,1f'•i,`.ti �`'.t �`ir: ,,'� � beef 6 Fee 1 h I * �324v a w +• y� 'r 'ryE I be 7NTEFS'TATE 30 It mb�n =tilt r_ e Fee >jg__� � �i PR()P.`•�' WTI, -.. — T_ f . .fit - 1 IF 37 21 25 27 I 29 31 L I 033 35 mm , 139 19 117 ,15 •, N 37 0 2.3 i r• 39• t VLL.1 0. !II 1 (jl 12 1,3 14 15 16 r I I i' ' Z1 25. 27 29 1,3i 33 35 37 39 23 1 2�- 3,.J�A'/Em .F-I. 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IT 5 19, 171 15 13f- 11. 9 71 5 3 I I 21 '4 . 25 27 29 31 33` 3 9 1J.,5IF lfi bib rr AS 3133I39�_' .r21 2 "A5."%5 `.�14'• x c' ice, TO �G , `3,. S /y ATTACHMENT "E" <SHEET 6) (COUNCIL DISTRICT 9) LO CIS AVE (CLOVER AVE TO ASHLAND AVE) N WA TER IMPRO VEMEN TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSMI SCALE: I" = 300' CITY PROJECT NO. XXXXX SWR 2030-384 B.O.E. #XXXX 2036-384 MAPSCO 75L & P .. ••-,0."-1 91 FwPi ,-r-' !!ps`.4: ,` lRliw•." '-''�dM� +�1 road.�i' 't'Jrt•'Y L .qua. ' i;,,. '.,r "' .x� .�1 ,` - to S, Put I lk doll "' r :I Pro . 3" j,,rwl �— 6190 — 14 It lot $N — —•— ) 32A �n ' 324 TERSTATE 30 Go„y, too i 301' - ". vow 6F IF TIFF, F. or i� �it{F"rri Q 21 I IF 23 25 27 29 31 33 3. 3,7 39 0 KEIF It F _ _ _ T}- —3 — — — — -- IF _Cs7ac_IF PC a I IF ,. 15 -13 11 1 m Z 5 F 1 19 17 9 80 - 21 2325 1 27 31 33 3 39 ° ICVE'Lt• _29 ,. 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"25 14: 8 ATTACHMENT "E" (SHEET 7) (COUNCIL DISTRICT 9) 1 , t.2s l3 4 16 lar =1- . #�3 14 15. J6 IF IF n 5 6 It•I12 I13 I14 LO VELL AVE (CLOVER AVE TO ASHLAND AVE) N WA TER IMPRO VEMENTS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM—B SCALE: 1" = IF CITY PROJECT NO, XXXXX SWR 2030-384 D.O.E. #XXXX 2036-384 MAPSCO 75L & P exhibils.dgn 10/16/2012 " j T f 2" 8 0 19 17 8.00p A.r MZ C. IF 1[ 19` pJ1,13 11 9 7... If t9 17. 2L73 25 P. :29 U5 37 21 L 5 39 TV fit 17 115R. 13R 11R • BR 6R 4R N b rn '1/t • i-+- o p' N o 7 5' 3 1 1 19 17 15, t3 �J 9 �? 5; 3 J i. �, �17. 15, 13• .tl 9 '7+5I }gi 17. Nam D C B A FIT III' p S as N d 1 i 2t 12 35 3 �1� 7 29.:31 33 37 '39 I { 21'3 25 AZ �, 31 33 �i�/ J` 21 .23 25:�79 1 33 3 21 .23 I i± A irm MIA TV A EV r o rn 1 r am +`1Mr •�_rt.IJ t. E .�.... 2 4 5 •7' 81 1917.15�13,i11. ?4 , f t �. r S fi; 27C 3 9,1 7 658 11FIT meetwell r 17 �8 _ 14 - �„ 24 =r 23 �25 is 29 31 1}y'•. i 6 2b 19; 17 i6 15 ' ,23 10 V r' 1 ittia 21 r •N rs7g •14, i. -._ — -22. 11 - 6 - - i1of 3 pp Iff�it -- 11 5 m IF f 4" T F q Jai i^ voi r �� L .'12 - '$0Nrp 211 1 ,� 20 I•3 r om N 1 2 a 5 rb, h 8 fl• 1011 : '' IF R D 3 4 15 zo a 4 :is 2 7 t = 19 is . v' z 44'; r L I t� 1 to �' 16, 20 1's 9 '• 12 : •2l4 •• &A +.,r �24 23 :2 .14$ t 17 - , Z. ile IF 11 i4 'f! '1h I ,• 1 �, 21 20 • A 8 '�� Q� •'. i o ( '^ �� L fit,: 19 • 6jr, AVE to ;g' 0 20' �` — e 1s P.2 Feet 16 - , 6 7 8 +9n 7 a, i• 49R 47 feet a c IF ww 4.8 4 4IT IRL/NGTON HEIGHTS } o 121 23 25 27 29 31U33±537U339 W1o 86"80 H/GH SCHOOL— Y FIFF-I Feel ---- 1 IF N O� N 144 r' i r 2 ` v- l' • ©01 32.5'IF 17 19 20 ;, •17 \ •C i •22 9yq B F e' p:•y 39 36 37. 36 24 ` E 20 �t 25 •,'19-+ ' • 3.4. . 28 �>• 9\ � D . 1S 33 32 27 C. 0 •(5 �Qq 2 3 d 5Q .PR 'B `/ _ .8 1yy}g,. FIF TV aro nv- F. YR. `� IiR ti ,g fef , ,16 . 7 8' 1 \7111ti' • 5 �a r. 1?'-n - - 15 'g 10 3R �Sl, „ Yir 9 12 S IF TV . T . It TV . I IF 4 'vt, •<Y3R I r{ . is,>. V\ 4; - SR - 3 ' S u ' f f �Q` % ,>r8 19 . 3 5 •p ,�+, i%� - 2 `rJ: ••t^'d�� i cop I 17 feet;e • Al 9 1D .t 2 . 6'.0 f..� 5r :\ -\ 1 I'1 0 11° 13 14 12 = 4 43 42, 41 E-T H R..FIT A T TACHMEIV T "E" (SHEET 8> (COUNCIL DISTRICT 9) WESTERN ANTE (DIAZ AVE TO WELLESLEY AVE) N WA TER 1MPR0 VEMEV TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 1" = 300' CITY PROJECT NO, XXXXX SWR 2030-384 D.O.E. #XXXX 2036-384 MAPSCO 75L & P exhibils.dgn 10/16120121:40:28 A.r MZ C. IF 1[ 19` pJ1,13 11 9 7... If t9 17. 2L73 25 P. :29 U5 37 21 L 5 39 TV fit 17 115R. 13R 11R • BR 6R 4R N b rn '1/t • i-+- o p' N o 7 5' 3 1 1 19 17 15, t3 �J 9 �? 5; 3 J i. �, �17. 15, 13• .tl 9 '7+5I }gi 17. Nam D C B A FIT III' p S as N d 1 i 2t 12 35 3 �1� 7 29.:31 33 37 '39 I { 21'3 25 AZ �, 31 33 �i�/ J` 21 .23 25:�79 1 33 3 21 .23 I i± A irm MIA TV A EV r o rn 1 r am +`1Mr •�_rt.IJ t. E .�.... 2 4 5 •7' 81 1917.15�13,i11. ?4 , f t �. r S fi; 27C 3 9,1 7 658 11FIT meetwell r 17 �8 _ 14 - �„ 24 =r 23 �25 is 29 31 1}y'•. i 6 2b 19; 17 i6 15 ' ,23 10 V r' 1 ittia 21 r •N rs7g •14, i. -._ — -22. 11 - 6 - - i1of 3 pp Iff�it -- 11 5 m IF f 4" T F q Jai i^ voi r �� L .'12 - '$0Nrp 211 1 ,� 20 I•3 r om N 1 2 a 5 rb, h 8 fl• 1011 : '' IF R D 3 4 15 zo a 4 :is 2 7 t = 19 is . v' z 44'; r L I t� 1 to �' 16, 20 1's 9 '• 12 : •2l4 •• &A +.,r �24 23 :2 .14$ t 17 - , Z. ile IF 11 i4 'f! '1h I ,• 1 �, 21 20 • A 8 '�� Q� •'. i o ( '^ �� L fit,: 19 • 6jr, AVE to ;g' 0 20' �` — e 1s P.2 Feet 16 - , 6 7 8 +9n 7 a, i• 49R 47 feet a c IF ww 4.8 4 4IT IRL/NGTON HEIGHTS } o 121 23 25 27 29 31U33±537U339 W1o 86"80 H/GH SCHOOL— Y FIFF-I Feel ---- 1 IF N O� N 144 r' i r 2 ` v- l' • ©01 32.5'IF 17 19 20 ;, •17 \ •C i •22 9yq B F e' p:•y 39 36 37. 36 24 ` E 20 �t 25 •,'19-+ ' • 3.4. . 28 �>• 9\ � D . 1S 33 32 27 C. 0 •(5 �Qq 2 3 d 5Q .PR 'B `/ _ .8 1yy}g,. FIF TV aro nv- F. YR. `� IiR ti ,g fef , ,16 . 7 8' 1 \7111ti' • 5 �a r. 1?'-n - - 15 'g 10 3R �Sl, „ Yir 9 12 S IF TV . T . It TV . I IF 4 'vt, •<Y3R I r{ . is,>. V\ 4; - SR - 3 ' S u ' f f �Q` % ,>r8 19 . 3 5 •p ,�+, i%� - 2 `rJ: ••t^'d�� i cop I 17 feet;e • Al 9 1D .t 2 . 6'.0 f..� 5r :\ -\ 1 I'1 0 11° 13 14 12 = 4 43 42, 41 E-T H R..FIT A T TACHMEIV T "E" (SHEET 8> (COUNCIL DISTRICT 9) WESTERN ANTE (DIAZ AVE TO WELLESLEY AVE) N WA TER 1MPR0 VEMEV TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 1" = 300' CITY PROJECT NO, XXXXX SWR 2030-384 D.O.E. #XXXX 2036-384 MAPSCO 75L & P exhibils.dgn 10/16120121:40:28 N d 1 i 2t 12 35 3 �1� 7 29.:31 33 37 '39 I { 21'3 25 AZ �, 31 33 �i�/ J` 21 .23 25:�79 1 33 3 21 .23 I i± A irm MIA TV A EV r o rn 1 r am +`1Mr •�_rt.IJ t. E .�.... 2 4 5 •7' 81 1917.15�13,i11. ?4 , f t �. r S fi; 27C 3 9,1 7 658 11FIT meetwell r 17 �8 _ 14 - �„ 24 =r 23 �25 is 29 31 1}y'•. i 6 2b 19; 17 i6 15 ' ,23 10 V r' 1 ittia 21 r •N rs7g •14, i. -._ — -22. 11 - 6 - - i1of 3 pp Iff�it -- 11 5 m IF f 4" T F q Jai i^ voi r �� L .'12 - '$0Nrp 211 1 ,� 20 I•3 r om N 1 2 a 5 rb, h 8 fl• 1011 : '' IF R D 3 4 15 zo a 4 :is 2 7 t = 19 is . v' z 44'; r L I t� 1 to �' 16, 20 1's 9 '• 12 : •2l4 •• &A +.,r �24 23 :2 .14$ t 17 - , Z. ile IF 11 i4 'f! '1h I ,• 1 �, 21 20 • A 8 '�� Q� •'. i o ( '^ �� L fit,: 19 • 6jr, AVE to ;g' 0 20' �` — e 1s P.2 Feet 16 - , 6 7 8 +9n 7 a, i• 49R 47 feet a c IF ww 4.8 4 4IT IRL/NGTON HEIGHTS } o 121 23 25 27 29 31U33±537U339 W1o 86"80 H/GH SCHOOL— Y FIFF-I Feel ---- 1 IF N O� N 144 r' i r 2 ` v- l' • ©01 32.5'IF 17 19 20 ;, •17 \ •C i •22 9yq B F e' p:•y 39 36 37. 36 24 ` E 20 �t 25 •,'19-+ ' • 3.4. . 28 �>• 9\ � D . 1S 33 32 27 C. 0 •(5 �Qq 2 3 d 5Q .PR 'B `/ _ .8 1yy}g,. FIF TV aro nv- F. YR. `� IiR ti ,g fef , ,16 . 7 8' 1 \7111ti' • 5 �a r. 1?'-n - - 15 'g 10 3R �Sl, „ Yir 9 12 S IF TV . T . It TV . I IF 4 'vt, •<Y3R I r{ . is,>. V\ 4; - SR - 3 ' S u ' f f �Q` % ,>r8 19 . 3 5 •p ,�+, i%� - 2 `rJ: ••t^'d�� i cop I 17 feet;e • Al 9 1D .t 2 . 6'.0 f..� 5r :\ -\ 1 I'1 0 11° 13 14 12 = 4 43 42, 41 E-T H R..FIT A T TACHMEIV T "E" (SHEET 8> (COUNCIL DISTRICT 9) WESTERN ANTE (DIAZ AVE TO WELLESLEY AVE) N WA TER 1MPR0 VEMEV TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 1" = 300' CITY PROJECT NO, XXXXX SWR 2030-384 D.O.E. #XXXX 2036-384 MAPSCO 75L & P exhibils.dgn 10/16120121:40:28 1 i 2t 12 35 3 �1� 7 29.:31 33 37 '39 I { 21'3 25 AZ �, 31 33 �i�/ J` 21 .23 25:�79 1 33 3 21 .23 I i± A irm MIA TV A EV r o rn 1 r am +`1Mr •�_rt.IJ t. 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YR. `� IiR ti ,g fef , ,16 . 7 8' 1 \7111ti' • 5 �a r. 1?'-n - - 15 'g 10 3R �Sl, „ Yir 9 12 S IF TV . T . It TV . I IF 4 'vt, •<Y3R I r{ . is,>. V\ 4; - SR - 3 ' S u ' f f �Q` % ,>r8 19 . 3 5 •p ,�+, i%� - 2 `rJ: ••t^'d�� i cop I 17 feet;e • Al 9 1D .t 2 . 6'.0 f..� 5r :\ -\ 1 I'1 0 11° 13 14 12 = 4 43 42, 41 E-T H R..FIT A T TACHMEIV T "E" (SHEET 8> (COUNCIL DISTRICT 9) WESTERN ANTE (DIAZ AVE TO WELLESLEY AVE) N WA TER 1MPR0 VEMEV TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 1" = 300' CITY PROJECT NO, XXXXX SWR 2030-384 D.O.E. #XXXX 2036-384 MAPSCO 75L & P exhibils.dgn 10/16120121:40:28 21'3 25 AZ �, 31 33 �i�/ J` 21 .23 25:�79 1 33 3 21 .23 I i± A irm MIA TV A EV r o rn 1 r am +`1Mr •�_rt.IJ t. E .�.... 2 4 5 •7' 81 1917.15�13,i11. ?4 , f t �. r S fi; 27C 3 9,1 7 658 11FIT meetwell r 17 �8 _ 14 - �„ 24 =r 23 �25 is 29 31 1}y'•. i 6 2b 19; 17 i6 15 ' ,23 10 V r' 1 ittia 21 r •N rs7g •14, i. -._ — -22. 11 - 6 - - i1of 3 pp Iff�it -- 11 5 m IF f 4" T F q Jai i^ voi r �� L .'12 - '$0Nrp 211 1 ,� 20 I•3 r om N 1 2 a 5 rb, h 8 fl• 1011 : '' IF R D 3 4 15 zo a 4 :is 2 7 t = 19 is . v' z 44'; r L I t� 1 to �' 16, 20 1's 9 '• 12 : •2l4 •• &A +.,r �24 23 :2 .14$ t 17 - , Z. ile IF 11 i4 'f! '1h I ,• 1 �, 21 20 • A 8 '�� Q� •'. i o ( '^ �� L fit,: 19 • 6jr, AVE to ;g' 0 20' �` — e 1s P.2 Feet 16 - , 6 7 8 +9n 7 a, i• 49R 47 feet a c IF ww 4.8 4 4IT IRL/NGTON HEIGHTS } o 121 23 25 27 29 31U33±537U339 W1o 86"80 H/GH SCHOOL— Y FIFF-I Feel ---- 1 IF N O� N 144 r' i r 2 ` v- l' • ©01 32.5'IF 17 19 20 ;, •17 \ •C i •22 9yq B F e' p:•y 39 36 37. 36 24 ` E 20 �t 25 •,'19-+ ' • 3.4. . 28 �>• 9\ � D . 1S 33 32 27 C. 0 •(5 �Qq 2 3 d 5Q .PR 'B `/ _ .8 1yy}g,. FIF TV aro nv- F. YR. `� IiR ti ,g fef , ,16 . 7 8' 1 \7111ti' • 5 �a r. 1?'-n - - 15 'g 10 3R �Sl, „ Yir 9 12 S IF TV . T . It TV . I IF 4 'vt, •<Y3R I r{ . is,>. V\ 4; - SR - 3 ' S u ' f f �Q` % ,>r8 19 . 3 5 •p ,�+, i%� - 2 `rJ: ••t^'d�� i cop I 17 feet;e • Al 9 1D .t 2 . 6'.0 f..� 5r :\ -\ 1 I'1 0 11° 13 14 12 = 4 43 42, 41 E-T H R..FIT A T TACHMEIV T "E" (SHEET 8> (COUNCIL DISTRICT 9) WESTERN ANTE (DIAZ AVE TO WELLESLEY AVE) N WA TER 1MPR0 VEMEV TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 1" = 300' CITY PROJECT NO, XXXXX SWR 2030-384 D.O.E. #XXXX 2036-384 MAPSCO 75L & P exhibils.dgn 10/16120121:40:28 A T TACHMEIV T "E" (SHEET 8> (COUNCIL DISTRICT 9) WESTERN ANTE (DIAZ AVE TO WELLESLEY AVE) N WA TER 1MPR0 VEMEV TS WATER & SANITARY SEWER REPLACEMENT CONTRACT 2011 WSM-B SCALE: 1" = 300' CITY PROJECT NO, XXXXX SWR 2030-384 D.O.E. #XXXX 2036-384 MAPSCO 75L & P exhibils.dgn 10/16120121:40:28 e Official site of the City of Fort Worth, Texas CITY COUNCIL AGENDA FORTWORTI I COUNCIL ACTION: Approved on 2/19/2013 - Ordinance No. 20622-02-2013 & 20623-02-2013 DATE: 2/19/2013 REFERENCE NO.: **C-26113 LOG NAME, 602011WSMB-ANA CODE: C TYPE: CONSENT PUBLIC NO HEARING: SUBJECT: Authorize Execution of an Engineering Agreement with A.N.A. Consultants LLC., in the Amount of $144,450.00 for Water and Sanitary Sewer Replacement Contract No. 2011, WSM-B on Western Avenue, Curzon Avenue, Lovell Avenue, Locke Avenue, and Two Alleyways, Provide for Project Management, Real Property Acquisition and Utility Coordination for a Project Total in the Amount of $180,000.00 and Adopt Appropriation Ordinances (COUNCIL DISTRICT 9) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer in the amount of $180,000.00 from the Water and Sewer operating Fund in the amount of $104,444,00 to the Water Capital Projects Fund and the amount of $75,556.00 to the Sewer Capital Projects Fund; 2. Adopt the attached appropriation ordinances increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $104,444,00 and in the Sewer Capital Projects Fund in the amount of $75,556,00; and 3. Authorize the execution of an engineering Agreement with A.N.A. Consultants LLC., in the amount of $144,450.00 for Water and Sanitary Sewer Replacement Contract No. 2011, WSM-B. DISCUSSION: This project consists of the preparation of plans and specifications for the replacement of the deteriorated water and sanitary sewer mains as indicated on the following streets: Street Western Avenue Curzon Avenue Lovell Avenue Locke Avenue From Diaz Avenue Ashland Avenue Ashland Avenue Ashland Avenue To Wellesley Avenue Tremont Avenue Clover Lane Clover Lane Clover Lane Alleyway between Curzon Ashland Avenue Avenue and Donnelly Avenue Alleyway between Ashland Avenue Alamo Avenue Donnelly Avenue and Geddes Avenue A.N.A. Consultants LLC., proposes to perform the design work for a lump sum fee of $144,450.00. Staff considers this fee to be fair and reasonable for the scope of services proposed. http://apps.cfwnet.org/council�acket/mc_teview.asp?ID=17957&councildate=2/19/2013 2/20/2013 M/WBE Office: A.N.A. Consultants LLC., is in compliance with City's BDE Ordinance by committing to 16 percent SBE participation on this project. The City's SBE goal on this project is 16 percent. Additionally, A.N.A. Consultants, LLC., is a certified M/WBE firm. In addition to the contract amount, $35,550.00 (water: $17,775.00 and sewer: $17,775,00) is required for project management, real property acquisition and utility coordination. The project is located in COUNCIL DISTRICT 9. FISCAL INFORMATION/CERTIFICATION: The Financial Management Services Director certifies that upon approval of the above recommendations, and adoption of the attached appropriation ordinances, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund and the Sewer Capital Projects Fund, TO Fund/Account/Centers FROM Fund/Account/Centers 11&2) $104,444,00 1) PE45 538040 0609020 $104A44.00 P253 476045 6091701992ZZ 1&2) 1) PE45 538040 0709020 $75,556.00 P258 476045 7091701992ZZ $75,556.00 3) P253 531200 609170199231 $20,041900 2) P253 511010 609170199230 $11,775.00 3) P253 531200 609170199232 $40,082000 2) P253 531200 609170199231 $20,041.00 3) P253 531200 609170199233 $6,680,00 2)P253 531200 609170199232 $40,082,00 3) P253 531200 609170199251 $19.866.00 2) P253 531200 609170199233 $6,680600 3) P258 531200 709170199231 $13,361.00 2)P253 541100 609170199241 $4,000.00 3) P258 531200 709170199232 $26,722.00 2) P253 531350 609170199242 1 000.00 3) P258 531200 709170199233 $4,454,00 2) P253 531200 609170199251 $19,866600 3) P258 531200 709170199251 $13,244.00 2) P253 531350 609170199273 $1,000600 ?)P258 511010 709170199230 $11775.00 ?)P258 531200 709170199231 $13,361.00 ?)P258 531200 709170199232 $26722.00 )P258 531200 709170199233 $4,454000 )P258 541100 709170199241 $4,000M 2) P258 531350 709170199242 1 t 000.00 )P258 531200 709170199251 $13,244600 2)P258 531350 709170199273 $1,000,00 Submitted for City Manager's Office by• Originating Department Head: Additional Information Contact: Fernando Costa (6122) S. Frank Crumb (8207) Nicolas D. Dons (8243) http://apps.cfwnet.org/council�ackethnc_review.asp?ID=17957&councildate=2/19/2013 2/20/2013 ATTACHMENTS 602011 WSMB-ANA MAP.pdf 602011 WSMB-ANA P253 AO13.doc 602011 WSMB-ANA P258 AO13.doc http://apps.cfwnet.org/council�acicet/mc review.asp?ID=17957&councildate=2/19/2013 2/20/2013