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Home My WebLink AboutRES.910.03-21.1994 . , � , BILL NO. 94-59 RESOLUTION NO. �t `" A RESOLUTION AUTHORIZING THE CITY MANAGER TO EXECUTE AN AGREEMENT WITH BURNS & MC DONNELL ENGINEERING COMPANY, INC. FOR IMPLEMENTATION OF THE WATER SYSTEM MASTER PLAN BE IT RESOLVED BY THE COUNCIL OF THE CITY OF CAPE GIRARDEAU, MISSOURI, AS FOLLOWS: ARTICLE 1. The City Manager, for and on behalf of the City of Cape Girardeau, Missouri, is hereby authorized to execute an Agreement with Burns & McDonnell Engineering Company, Inc. for implementation of the Water System Master Plan. A copy of said Agreement is attached to this Resolution and made a part hereof. PASSED AND ADOPTED THIS ,,��r`%�;i�i DAY OF i i ��' �r�%1.��_, 19 `�. �'--, �---_ �� Francis E. Rhodes, Mayor ATTEST: � ', � '� c' ..�f Gayle .�; . Conrad Deputy City Clerk � .. AGREEMENT For PROFESSIONAL ENGINEERING SERVICES Between CITY OF CAPE GIRARDEAU, MISSOURI And BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri THIS AGREEMENT made as of , 1994, by and between the City of Cape Girardeau, Missouri (hereina ter called OWNER) and Burns & McDonnell Engineering Company, Inc. , a Missouri Corporation specializing in consulting engineering services (hereinafter called ENGINEER) . OWNER from time to time requires professional engineering services in connection with the construction, operation, maintenance, management, and financing of their Potable Water Supply System required to serve the OWNER'S area. Therefore, OWNER and ENGINEER in consideration of their mutual covenants agree as follows: ENGINEER shall serve as OWNER's professional engineering consultant in those assignments to which this Agreement applies, and shall give consultation and advice to OWNER during the performance of his services. Al� services shall be performed under the direction of a professional engineer registered in the State of Missouri and qualified in the particular field. SECTION 1 - AUTHORIZATION OF SERVICES , 1.1 Services on any assignment shall be undertaken only upon written Authorization of OWNER and agreement of ENGINEER. 1.2 Assignments may include services described hereafter as Basic Services or as Additional Services of Engineer. SECTION 2 - BASIC SERVICES OF ENGINEER 2.1 General 2.1.1 Perform professional design services in connection with specifically authorized Projects as hereinafter stated which shall include normal environmental/sanitary, civil, structural, mechanical and electrical engineering services and normal architectural design services incidental thereto. 2.1.2 Advise OWNER as to the necessity of his providing or obtaining services or data from others of types described in paragraph 4.3, make recommendations as to the possible sources of such services, and act as OWNER'S representative in connection with any such services. - 1 - • ' � � 2.2 Concept Development 2.2.1 Consult with OWNER to determine OWNER'S requirements for the Project. 2.2.2 Provide special analyses of OWNER'S needs, planning surveys, site evaluations and comparative studies of prospective sites and solutions. 2.2.3 Provide general economic analyses of OWNER'S requirements applicable to various alternatives. 2.2.4 Prepare a Concept Development Report summarizing studies performed in accomplishing 2.2.2 and 2.2.3 and including findings and recommendations for the Project and furnish five copies of same to OWNER. 2.3 Schematic Planning Phase 2.3.1 On the basis of OWNER'S concurrence with recommendations of the Concept Development Report, prepare schematic planning documents indicating clearly the considerations involved and the alternative solutions available to OWNER; the schematic design shall include schematic layouts, sketches and preliminary design criteria, and set forth ENGINEER'S recommendations and establish the scope of the Project. 2.3.2 Prepare a preliminary cost estimate for the Project. 2.3.3 Furnish two copies of the above schematic documents and estimate. 2.4 Preliminary Design Phase 2.4.1 On the basis of the approved schematic documents prepare preliminary design documents consisting of final design criteria, preliminary drawings and outline specifications. 2.4.2 Prepare a revised preliminary cost estimate for the Project based on the information contained in the preliminary design documents. 2.4.3 Furnish two approval copies of the above preliminary design documents and revised estimate. 2.5 Final Design Phase 2.5.1 On the basis of the approved preliminary design documents, prepare for incorporation in the Contract Documents detailed drawings to show the character and scope of the work to be performed by contractors on the Project (hereinafter called the "Contract Drawings") , and Invitation to Bid, Instructions to Bidders, Bid, Agreement and Bond forms, General Conditions, and Specifications (all of which are hereinafter called the "Bid Documents") . 2.5.2 Furnish to OWNER such documents and design data as may be required for, and assist in the preparation of, the required documents so that OWNER may secure approval of such governmental authorities as have jurisdiction over design criteria applicable to the Project. 2.5.3 Advise OWNER of adjustments in excess of ten percent of the cost estimate for the Project caused by changes in scope, design requirements or construction costs and furnish a revised cost estimate for the Project based on the final Contract Drawings and Bid Documents. 2.5.4 Furnish five approval copies of the final Contract Drawings and Bid Documents. 2.6 Bidding (or Negotiating) Phase 2.6.1 Assist OWNER in obtaining and evaluating bids (or negotiating proposals) and preparing construction contracts. - 2 - ' r � � 2.6.2 Consult with and advise OWNER as to the acceptability of subcontractors and other persons and organizations proposed by the prime construction contractor(s) hereinafter called "Contractor(s)" for those portions of the work as to which such acceptability is required by the Bid Documents. 2.6.3 Make recommendations regarding award of construction contracts. 2.7 Construction Phase 2.7.1 Consult with and advise OWNER and act as his consultant as provided in ENGINEER'S standard General Conditions of the Construction Contract. The extent and limitations of the duties, responsibilities and authority of ENGINEER as assigned in said General Conditions shall not be modified without ENGINEER'S written consent. 2.7.2 Review Contractor(s' ) schedules for work progress, equipment and materials procurement, compliance submittals, and values for partial pay purposes and project cash flow requirements. 2.7.3 Review and accept compliance and other submittals of Contractor(s) for conformance with the design concept and intent of the Contract Documents. 2.7.4 Make visits to the site at intervals appropriate to the stages of construction to (consult with and advise ENGINEER'S Resident Project Representative, ) observe the progress and quality of the executed work, and to determine, in general, if the Project is proceeding in accordance with the Contract Documents. ENGINEER shall not be required to make exhaustive or continuous inspections to check the quality or quantity of the work nor shall the ENGINEER be responsible for construction means, methods, techniques, sequences or procedures or for safety precautions or programs or for Contractor's failure to perform construction work in accordance with the Contract Documents. 2.7.5 Issue all instructions of OWNER to Contractor(s) ; prepare routine change orders as required; act as interpreter of the terms and conditions of the Contract Documents and judge of the performance thereunder by the parties thereto and make decisions on claims of OWNER and Contractor(s) relating to the execution and progress of the work and other matters and questions related thereto; but ENGINEER shall not be liable for the results of any such interpretations or decisions rendered by him in good faith. 2.7.6 Review Contractor(s) ' applications for payment and supporting data, determine the amounts owing to Contractor(s) and approve in writing all payments to Contractor(s) in accordance with the Contract Documents. 2.7.7 Render periodic work progress reports to OWNER. 2.7.8 Conduct an inspection to determine if the Project is substantially complete and a final inspection to determine if the Project has been completed in accordance with the Contract Documents and if each Contractor has fulfilled all of his obligations thereunder so that ENGINEER may approve, in writing, final payment to each Contractor. 2.8 Post-Construction Phase 2.8.1 Provide qualified engineers during equipment start-up and instruct OWNER'S personnel in equipment function and intended use. - 3 - . . . � � 2.8.2 Prepare a reproducible Record Set of drawings revised to show significant changes made during construction of the Project in accordance with records provided by Contractor and ENGINEER'S Resident Project Representative. SECTION 3 - ADDITIONAL SERVICES OF ENGINEER 3.1 General If authorized in writing by OWNER and agreed to in writing by ENGINEER, ENGINEER shall furnish or obtain from others Additional Services of the following types which are not considered normal or customary Basic Services. The scope of Additional Services may include: 3.1.1 Grant and Loan Assistance Prepare applications and supporting documents for governmental grants, loans or advances. 3.1.2 Financial Consultation Consult with OWNER'S fiscal agents and bond attorneys and provide such engineering data as required for any bond prospectus or other financing requirements. 3.1.3 Property Procurement Assistance Determine land and easement requirements and provide consultation and assistance on property procurement as related to professional engineering services being performed. 3.1.4 Administrative Assistance Provide contract and project administration to the degree authorized by OWNER. 3.1.5 Obtaining Services of Others Provide through subcontract the services or data set forth in paragraph 4.3. 3.1.6 Furnishing renderings or models of the Project for OWNER'S use. 3.1.7 Miscellaneous Studies Investigations involving detailed consideration of operations, maintenance and overhead expenses, and the preparation of rate schedules, earnings and expense statements; feasibility studies; appraisals and valuations; detailed quantity surveys of material, equipment and labor; and audits or inventories required in connection with construction performed by OWNER. 3.1.8 Extraordinary Construction-Related Services 3.1.8.1 Additional or extended services during construction made necessary by (1) work damaged by fire or other cause during construction, (2) a significant amount of defective or neglected work of any Contractor, (3) prolongation of the construction contract time of any prime construction contract by more than sixty days, (4) acceleration of the work schedule involving services beyond normal working hours, and (5) default by Contractor under any prime construction contract. 3.1.8.2 Consultation or other services after completion of the Construction Phase, such as frequent inspections during any guarantee period and reporting observed discrepancies under guarantees called for in any construction contract. 3.1.8.3 Preparing to serve or serving as a witness for OWNER in any litigation or other proceeding involving the Project. 3.1.9 Preparation of an operating manual for use by OWNER. - 4 - • � � 3.1.10 Extra Services Services not specifically defined heretofore that may be authorized by OWNER. 3.2 Resident Services During Construction 3.2.1 If requested by OWNER or recommended by ENGINEER and agreed to in writing by the other party, a Resident Project Representative and assistants shall be furnished and shall act as directed by ENGINEER in order to provide more extensive representation at the Project site during the Construction Phase. 3.2.2 The Resident Project Representative, through more extensive on-site observations of the work in progress, field checks of materials and equipment, and maintenance of jobsite records on conditions and activities, shall assist ENGINEER in determining that the Project is proceeding in accordance with the Contract Documents, but the furnishing of such resident project representation shall not make ENGINEER responsible for construction means, methods, techniques, sequences or procedures or for safety precautions or programs, or for Contractor(s' ) failure to perform the construction work in accordance with the Contract Documents. SECTION 4 - RESPONSIBILITIES OF OWNER OWNER shall, within a reasonable time, so as not to delay the services of ENGINEER: 4.1 Provide full information as to his requirements for the Project. 4.2 Assist ENGINEER by placing at his disposal all available information pertinent to the assignment including previous reports and any other data relative thereto. 4.3 Furnish ENGINEER services or data such as core borings, probings and subsurface explorations, hydrographic surveys, laboratory tests and inspections of samples, materials and equipment; appropriate professional interpretations of all of the foregoing; property, boundary, easement, right-of-way, topographic and utility surveys; zoning and deed restriction; and other special data or consultations, all of which ENGINEER may rely upon in performing his services under this Agreement. 4.4 Guarantee access to and make all provisions for ENGINEER to enter upon public and private property as required for ENGINEER to perform his services under this Agreement. 4.5 Examine all studies, reports, sketches, estimates, Bid Documents, Drawings, proposals and other documents presented by ENGINEER and render in writing decisions pertaining thereto. 4.6 Provide such professional legal, accounting, financial and insurance counseling services as may be required for the Project. - 5 - 4.7 Designate in writing a person to act as OWNER'S representative with respect to the services to be performed under this Agreement. Such person sha11 have complete authority to transmit instructions, receive information, interpret and define OWNER'S policies and decisions with respect to materials, equipment, elements and systems to be used in the Project, and other matters pertinent to the services covered by this Agreement. 4.8 Give prompt written notice to ENGINEER whenever OWNER observes or otherwise becomes aware of any defect in the Project. 4.9 Furnish approvals and permits from all governmental authorities having � jurisdiction over the Project and such approvals and consents from others as may be necessary for completion of the Project. 4.10 Furnish, or direct ENGINEER to provide, necessary Additional Services as stipulated in Section 3 of this Agreement or other services as required. SECTION S - PERIOD OF SERVICE S.1 This Agreement will become effective upon the first written notice by OWNER authorizing services hereunder and shall run until completion of the last agreement authorized within three years of the Date of Notice. 5.2 This Agreement shall be applicable to a11 assignments authorized by OWNER and accepted by ENGINEER subsequent to the date of its execution and shall be effective as to all assignments authorized. 5.3 Performance time for individual assignments shall be agreed upon at the time of authorization. Work shall be started within seven (7) days of authorization and prosecuted expeditiously to an early completion. SECTION 6 - PAYMENTS TO ENGINEER 6.1 Amount of Payment 6.1.1 For services performed, OWNER shall pay ENGINEER the sum of amounts determined as follows: 6.1.1.1 For time spent by personnel, payment at the hourly rates indicated in the "Schedule of Hourly Labor Billing Rates" Form BMR893. Such rates include overhead and profit. The schedule is effective to May 31, 1994, and will be revised annually thereafter. 6.1.1.2 For expenses incurred by ENGINEER, such as authorized travel and subsistence including airfare, food, lodging, automobile rental, commercial services, and incidental expenses, the cost to ENGINEER. 6.1.1.3 For reproduction, printing, long-distance telephone calls, company vehicle usage, testing apparatus, computer services and computer-assisted drafting (CAD) , amounts will be charged according to the ENGINEER's standard rates in effect at the time service is provided. 6.1.1.4 For professional services rendered by others as subcontractor(s) to ENGINEER such as surveying, real property descriptions, soil borings, subsurface investigations, laboratory testing, field quality control tests, progress photos, or other activities required or requested by OWNER, will be billed at the cost to ENGINEER. - 6 - . • � � 6.1.1.5 For time spent by outside individual professional consultants employed by ENGINEER in providing services to OWNER, the cost to ENGINEER plus 10 percent. Expenses incurred by such outside consultants in service to OWNER shall be reimbursable in accordance with 6.1.1.2 above. 6.1.1.6 For expenses incurred by ENGINEER in providing resident field services such as vehicle lease or rental, telephone services, miscellaneous resident office expenses, commercial services, field personnel moving expenses, housing impact or per diem allowance, mileage allowance for personnel assigned in the field, authorized travel and subsistence expenses of personnel temporarily assigned from ENGINEER's offices to assist the resident representative, and other such items incidental to operating these field offices, the cost to ENGINEER. 6.1.2 Payment for the Scope of services described herein shall be as indicated on each Authorization executed under this Agreement. 6.2 Statements (See Notes on the attached "Schedule of Hourly Labor Billing Rates, " Form BMR893. ) 6.3 Payments 6.3.1 Statements are payable upon receipt. A late payment charge of 1-1/2 percent per month will be added to all amounts not paid within 30 days of the statement date. Any costs incurred by ENGINEER in collecting any delinquent amount shall be reimbursed by OWNER. In the event a portion of ENGINEER's statement is disputed by OWNER, the undisputed portion shall be paid by OWNER by the due date. OWNER shall advise ENGINEER in writing of the disputed portion of any statement. 6.3.2 Taxes other than federal and state income tax assessments, as may be imposed by state and local authorities, shall be in addition to the payment stated under 6.1.2. SECTION 7 - GENERAL CONSIDERATIONS 7.1 Insurance 7.1.1 During the course of performance of its services, ENGINEER will maintain the following minimum insurance coverages: Tvpe of Coverage Limits of Liabilitv Workers' Compensation Statutory Employers' Liability $500,000 Each Accident Comprehensive General Liability Bodily Injury and Property Damage $1,000,000 Combined Single Limit Automobile Liability Bodily Injury and Property Damage $500,000 Combined Single Limit If requested, ENGINEER will provide to OWNER certificates as evidence of the specified insurance. - 7 - . . � � 7.1.2 If the Project involves on-site construction-phase services by the ENGINEER, construction contractors shall be required to provide (or OWNER may provide) Owners' Protective Liability Insurance naming the OWNER and ENGINEER as Named Insureds, and to endorse OWNER and ENGINEER as additional insureds on construction contractor's liability insurance policies covering claims for personal injuries and property damage. Construction contractors shall be required to provide certificates evidencing such insurance to the OWNER and ENGINEER. 7.2 Professional Responsibility 7.2.1 ENGINEER will exercise reasonable skill, care, and diligence in the performance of its services and will carry out its responsibilities in accordance with customarily accepted good professional engineering practices. If the ENGINEER fails to meet the foregoing standard, ENGINEER will perform at its own cost, and without reirnbursement from OWNER, the professional engineering services necessary to correct errors and omissions which are caused by ENGINEER's failure to comply with above standard, and which are reported to ENGINEER within one year from the completion of ENGINEER's services for the Project. 7.2.2 In addition, ENGINEER will be responsible to OWNER for damages caused by its negligent conduct during its activities at the Project site or in the field to the extent covered by ENGINEER's Comprehensive General Liability and Automobile Liability Insurance as specified in Section 7.1. 7.2.3 In no event will ENGINEER be liable for any special, indirect or consequential damages including, without limitation, damages or losses in the nature of increased Project costs, loss of revenue or profit, lost production, claims by customers of OWNER, or governmental fines or penalties. 7.2.4 The obligations and remedies stated in this Section 7.2, Professional Responsibility, are the sole and exclusive obligations of ENGINEER and remedies of OWNER, whether liability of the ENGINEER is based on contract, warranty, tort or otherwise. 7.3 Estimates and Projections Estimates and projections prepared by ENGINEER relating to construction costs and schedules, operation and maintenance costs, equipment characteristics and performance, and operating results are based on ENGINEER's experience, qualifications and judgment as a design professional. Since ENGINEER has no control over weather, cost and availability of labor, material and equipment, labor productivity, construction contractor's procedures and methods, unavoidable delays, construction contractor's methods of determining prices, economic conditions, competitive bidding or market conditions and other factors affecting such estimates or projections, ENGINEER does not guarantee that actual rates, costs, performance, schedules, etc. , will not vary from estimates and projections prepared by ENGINEER. - 8 - . • . � � 7.4 On-Site Services Project site visits by ENGINEER during construction or equipment installation, or the furnishing of Project resident representatives shall not make ENGINEER responsible for construction means, methods, techniques, sequences or procedures; for construction safety precautions or programs; or for any construction contractor(s') failure to perform its work in accordance with the plans and specifications. 7.5 Changes OWNER shall have the right to make changes within the general scope of ENGINEER's services, with an appropriate change in compensation, upon execution of a mutually acceptable amendment or change order signed by an authorized representative of the OWNER and the President or any Vice President of the ENGINEER. 7.6 Suspension of Services Should OWNER fail to fulfill his responsibilities as provided under Section 4 to the extent that ENGINEER is unduly hindered in his services or if OWNER fails to make any payment to ENGINEER on account of his services and expenses within 90 days after receipt of ENGINEER'S bill therefor, ENGINEER may, after giving seven days' written notice to OWNER, suspend services under this Agreement until OWNER has satisfied his obligations under this Agreement. 7.7 Termination Services may be terminated by the OWNER or ENGINEER by seven (7) days' written notice in the event of substantial failure to perform in accordance with the terms hereof by the other party through no fault of the terminating party. If so terminated, OWNER shall pay ENGINEER all amounts due ENGINEER for all services properly rendered and expenses incurred to the date of receipt of notice of termination, plus reasonable costs incurred by ENGINEER in terminating the services. 7.8 Publications Recognizing the importance of professional development on the part of ENGINEER's employees and the importance of ENGINEER's public relations, ENGINEER may prepare publications, such as technical papers, articles for periodicals, and press releases, pertaining to ENGINEER's services for the Project. Such publications will be provided to OWNER in draft form for OWNER's advance review. OWNER will review such drafts promptly and will provide its comments to ENGINEER. OWNER may require deletion of proprietary data or confidential information from such publications but otherwise will not unreasonably withhold its approval. The cost of ENGINEER's activities pertaining to any such publication shall be for ENGINEER's account. 7.9 Successor and Assigns OWNER and ENGINEER each binds himself and his successors, executors, administrators and assigns to the other party of this Agreement and to the successors, executors, administrators and assigns of such other party, in respect to all covenants of this Agreement; except as above, neither OWNER nor ENGINEER shall assign, sublet or transfer his interest in the Agreement without the written consent of the other. - 9 - • � � 7.10 Disputes In the event that a dispute should arise relating to the performance of the services to be provided and should that dispute result in litigation, it is agreed that the prevailing party shall be entitled to recover all reasonable costs of litigation, including staff time, court costs, attorneys' fees and other related expenses. 7.11 Rights and Benefits ENGINEER's services will be performed solely for the benefit of the OWNER and not for the benefit of any other persons or entities. 7.12 Entire Agreement This Agreement represents the entire and integrated Agreement between the ENGINEER and OWNER relative to the Scope of Services herein. All previous or contemporaneous agreements, representations, promises and conditions relating to ENGINEER's services described herein are superseded. Since terms contained in purchase orders do not generally apply to professional services, in the event OWNER issues to ENGINEER a purchase order, no preprinted terms thereon shall become a part of this agreement. Said purchase order document, whether or not signed by ENGINEER, shall be considered as a document for the OWNER's internal management of its operations. IN W TNESS WHEREOF, the City of Cape Girardeau, Missouri by and through its , and Burns & McDonnell Engineering Company, Inc. , by its auth iz off'cer have made and executed this Agreement as of the day and year first abo e written. OWNER B -Cg� � 5 y Ti e � Q�t��6i'�' APPROV , BURNS & c N NEERING COMPANY, INC. sy � Robert T. erry, P.E. Vice President - 10 - : � . � � AUTHORIZATION N0. For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT for PROFESSIONAL ENGINEERING SERVICES dated between the City of Cape Girardeau, Missouri (hereinafter called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: The Scope of Services to be provided by ENGINEER, in connection with this Authorization, is as follows: I. SCOPE (Insert Scope of Services here. ) OWNER will provide, in connection with this Authorization, the following: (Insert Owner's responsibilities here. ) II. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein within seven days of this Authorization. III. COMPENSATION OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement. Total payment for the Scope of services described herein shall not exceed $ without written authorization of OWNER. AUTHORIZATION BY: CITY OF CAPE GIRARDEAU, MISSOURI By Date ACCEPTED BY: BURNS & McDONNELL ENGINEERING COMPANY, INC. By Robert T. Berry, P.E. Vice President � , � . � � Schedule of Hourly Professional Service Billing Rates Position Classification Hourly • Classification Level Billing Rate General Office* 1 $13.00 2 14.00 -- 3 19.00 Technician* 4 21.00 5 25.00 6 29.50 Assistant* 7 33.50 8 47.50 9 53.50 Staff 10 57.00 11 62.50 Senior 12 68.50 13 75.00 Associate 14 86.00 15 90.00 Principal 16 93.00 17 95.00 Notes 1. Position classifications lis2ed above refer to the firm's internal classification system for employee compensation. For example, "Associate,""Senior,"etc.,refer to such positions as"Associate Engineer,""Senior Architect,"etc. 2. The hourfy rates shown above are effective for services through May 31, 1994,and are subject to revision thereafter. 3. For any nonexempt personnel in positions marked with an asterisk (*), oveRime will be billed at 1.5 times the hourly labor billing rates shown. 4. Project time spent by corporate officers will be billed at the Principal rate (Level 17)plus 25 percent. 5. Monthly statements will be submitted for payment covering services and expenses during the preceding month. BMF893 � . , CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION N0. 1 For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri (hereinafter called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE. This Authorization No. 1 covers services involved in providing assistance to OWNER's staff in the preparation of an application to the Economic Development Administration (EDA) for a grant to improve the reliability of the OWNER's existing Cape Rock water treatment plant raw water intake system. Specifically, ENGINEER will prepare the ArcHitect/Engineer Report required for submittal by Line 14 of Section B of Form ED-540 (Rev. 7/92) , as further described by the Section B - Legal/Engineering Information Instructions accompanying Form ED-540, attached hereto. The detailed description of the anticipated scope of services is presented in Attachment "A" . I2. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete these services by no later than April 27, 1994, in order that OWNER can submit the completed application package to EDA by May 1, 1994. It is understood that such completion is contingent on the timely review by OWNER of submittals from ENGINEER, as well as on any delays occasioned by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc. ) . 1 of 2 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT �AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 1 III. COMPENSATION 1. OwNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a cost reimbursable basis with a maximum (ceiling) amount. 2. Total payment for the Scope of Services described in this Authorization shall not exceed the maximum of Thirteen Thousand Five Hundred Dollars ($13,500.) without prior written approval by OWNER. AUTHORIZATION BY: CITY OF CAPE GIRARDEAU, MISSOURI t h By: �?� Attest: /� L Date: �/�- 9�/ ACCEPTED BY: BURNS & MCDONNE ENGINEERIN OMPANY, INC. By: Dr. Ro ert T. Berry, P.E. Vice President 2 of 2 ATTACFIMENT "A" AIITHORIZATION NO. 1 DETAILED SCOPE OF SERVICES 1. Conduct a site visit to gather data on current intake conditions and to obtain clearer understanding of nature and extent of OWNER-desired modifications. As presently understood, items to be addressed include: � revisions to structure and/or pumps and other equipment to protect against water damage from high river level • improvements to protect intake structure from possible physical damage due to collisions with barges, debris, etc. during high river level • modifications to rock-tunnel conduit from river to intake structure to improve reliability (i.e. , physical integrity) and maintainability (i.e. , ability to remove portion of conduit from service for repair without shutting down entire plant • addition of equipment to protect intake pumps from internal damage due to excessive debris present in the river during flood events • addition of equipment to provide an emergency standby source of power to intake systems to prevent service interruption during flood events • addition of equipment to control possible shut-down of intake by zebra mussel infestation accelerated by flood event. 2. Prepare draft outline of report investigating feasibility of various alternate means of addressing above items and determining costs associated with recommended solution for each item. Submit draft outline to OWNER for review, then incorporate OWNER comments and finalize report outline. 3. Evaluate identified alternates and select recommended approach to address each of above items. 4. Develop procurement/installation cost estimates for recommended approaches. 5. Prepare draft report briefly summarizing the major results of the performance of Items 3. and 4. Submit draft to OWNER for review. 6. Incorporate appropriate OWNER review comments, finalize report, and transmit to OWNER for inclusion with application package. 7. Administer/manage above tasks (including quality control activities) . By: Burns & McDonnell April 8, 1994 1 of 1 . • -- ' Section B—Leflal/Enyinee�infl Information Inatructions It�ms t throuyh 4—SeM e:ptanatory c. Propos�d m�cfwd o( conscn,ctan 4.�.. cort+petnive Dd� kd�- ft�m 5—Oesc��be ths land. nghts-o(-way and assanents requred cau I a�+y P�^ar+o( the co�st�uctan wo�1c a p►oposed to be do�e py the spp�cu+t's own forc�s. (or co�struct�on ot the p�o�ect tauht�es McluCiny �rea pres�ntly owned and to be xquaed. Anach tFws propct site aescr�ptan and d. Prohnrnary desgn cons�dentans, nckidn9 Iww the proposed a utle op��wn from sn acceptable t�tl� counsel descnb�ng the propct wrl b�ntegnted�nto any e�nstw�g faciit�s. Appbcant"s bgat�nterest�n the propct srte as EXHlB/T N-B-S.N s�y � propeny has been o��s to be scqwrod specd�cslFy!or ttus propcL e•Estwnate o(the use(ul ule ot the(aulity. then Item !•"Land Acqws�t�on Estimates" ot EXHI8IT ll•A-7, "Cslculauon ol Est�mateG Reiocaaon and Land Acqws�aon Ex- � A curre�t coostructan cost astunste showmg qua�trt�es, urut pr�ces snd total costs. If project cons�sts of mo�e than o�e penses"'. must be comp�eted snd an amount entered in line�tem 3. �� (�s., road �mprovements on B Street, co�.suuct,on "Lsnd, structures. nghts-of-way" ot the BuGget, fo� costs- u�c�dental-to-land-acqu�s�t�on �n add�t�on to the estimated pur- o(Dulding C a�+d w�denu+g o(twghwsy�),wbrtrt cost estmates chase pnce of the property. If the appl�cant does not �ntend to to�exh component�n sdditan to a total cost estimsta. reaw� the trtle to the pro�ect facdity, or to operats snd ma�nta�n rt 9, perrtnt status. Identify mapr consaucta� permrts requved fo� upon completion o( construct�on, e:pla�n the reasons theretore tMs pro�ect snd A sny are pending, prov�de ststus o(request. H snd dent�fy tra�sie�ee and/or operatw. Attach as EXHlBlT ll-B-Si. � a� �� , stortn sewer, sewsge treat- ftems 6 snd 7—SeH ezplanatory ment or wsste disposal tacdit�es, the prelimvwry approval o� cert�tication by the appropriate swte sgency respons�We fo� Item 8—The plot plan must show tha locat�on oi all existi�g water pollutan contrd �s requked and shoub be attsct�ed as pro�ct tacd�t�es and a�ex�st�ng utd�t�es servu�g the pro�ect s,te. EXHlBlT q-B-l<g(1�. N the propct nvolves other conswcuon It�n 9—Selt exptanatory Pe��s, such ss draAgu�g/channeluatio� xtnrty may reqwre a Section 404 permit (rom the Corps oi Engmeers ot s n�IroaC Item 10—The target dates should reflect the est�mated cumula• ��ght-o/-way permit irom a Radroad Company, attach s report t�ve days reawred trom the est�mated Cate of grant approval o�tfieu ststus ss EXHlBlT.11-B-ldg/?J. tlwough each mdestone. The schedule should be made �n concert �t�m 15—If item 15 is answered "yes", sttac� a stsceme�t w�th ehe A/E and mclude suHK�ent time (or the targets descnbed explamr+g how the pro�ect �s compatibb w�th the autieb la�+d use as folbws� plan prepared for the tederatly owned or operated arfield u EXh�IT • Bid Advertisement—Seti e:planatory 11-8-15. • ContractAward—Selfexplanaiory. Item 1�—If �iem 16 �s answered "yes". prov�de �nformatwn �n • Co�struetion Completion—Cumulahve days from grant ap- Exh�b�ts as(oNows: proval to when the owner accepts the pro�ect as be�ng com- pleted �n accordance w�th plans/spec�t�cations as cert�fied a EXHIBIT II-8-16s—Sg�ed statements of concurre�+ce anth the recommended by the A/E prc�posed �rr►provert�ents hom the Oepnrtment oi Heatth and Fl�xnan • Oeeupsney—SeH e:planatory. Serv�ces snd the Stats Heahh Planning and DevNopment Agency. Not�: H s scheduk re8ect�ng a/f of the items above �s avadable n '�appropnate,rtwst be prov�ded. snother form,you msy attsch it ss EXH181T p-B-f0 O(HIBR U-B-16b—Explan how the project satis5es tM req�are- ft�n 11—Selt ezplan�tory. R+ents of 13 CFR 305.42(a heshh cxe fsality irtprovemencs. h�m 72—SeH ezplanatory. hem 17—H item 17 a answered "yes", prov�de intormation �n Exhibits ss fotbws: h�m 13—Attach an A/E agreament tor tMs pro�ect or prov�de an EXHIBIT 11-B-17a—Ezplain the Iim�tano� o( avs�lable gas or ezptanatwn rf an A/E agreement �s noi avsilable as EXNIBIT ll-B- electncal energy wpplies as they relate to the bss o(pbs or the 13. creata�o(new jobs. Item 14—The Arch�tect/Eng��eer repon attached as EXH/81T EXHIBIT 11-B-17b—Cop�es ot correspondence trom appropn- 1-8-14 should�nckide wch�tems as follows: ste pnvste lendir+g institut�ons showing that pro�ect tu�snang �s s. Ststement ot propct components. Ind�cate if �t w�tl be s new not avs�lable irom prnste lenders. facdity, enlargement, expansio� or replaceme�t o( an e:�sting �� '�.&��_ isality. Oescnbe pro�ect componants and attach sketches �°p°s a th° stst�ts ^wd° by th°appro- show�ng genenl la�rout and location o!components. P��ate State or Federsl regulatory Dody that the fac�ity to be tinanced vwll not compete wlth a� e�ciste+g puW�c utiGty provdmg b. A teas�bd�ty analys�s, �ncluding a rev�ew of ex�stuy cond�t�ons. such s serv�ce to the pu�l�c: ot ii there �s s determmat�on o( O�xuss sny potent�al problems whicn might deby constructa� competition, that ths State oi Fedenl regulatory body hss deter- - - wch ss seasonatity (�.e. Could the pro�ect beg�n and cont�nue mined thst thers-a� need for an inerease o(wch sernces in the . construct�on m rtud-wmter�. Indicate whether seasonality was areas to be served by the pro�ect which the eustmg pubtic utdrty - cons�dered m the preparatwn of the construct�on schedute rsted n cannot meet through ns ea�sung faulities or through an ezpans�on Item II-B-10 wMch�t agrees to undertake. w FORM ED-540(Rev. 7/92) 8 . � G�e3 A��fo•.i�_s..•t5��^yuSt J�, toOd xA � �. _ a CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTHORIZATION NO. 2 - For PROFESSIONAL ENGINEERING SERVZCES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri (hereinafter called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE This Authorization No. 2 covers services involved in providing the design of piping and valve actuating systems to protect the OWNER'S existing four major water storage tanks and the clearwells at the two water treatment plants ` during a seismic event. These systems are intended to prevent rupture of the connections to the distribution system at these tanks, and to isolate the storage tanks from the distribution system to minimize the loss of treated water and reduce the riak of cross-contamination due to distribution system piping failures. Specifically, ENGZNEER will prepare detailed plans and specifications required for the installation of flexible, expansion joint piping at the inlet and outlet of the Gordonville tanks (2), College tank, Meadowbrook tank, and at the clearwells at each treatment plant. ENGINEER will prepare detailed plans and specifications for a seiamic actuation system to positively close isolation valves for each of the above-mentioned tanks. The detailed description of the anticipated scope of services is presented in Attachment "A". II. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete these services within six (6) weeks from work initiation. It is understood that such completion is contingent on the timely review by OWNER of sul�mittals from ENGINEER, as well as on any delays occasioned by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc. ) . 1 of 2 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTSORIZATION NO. 2 III. COMPENSATION 1. OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terma of the existing Agreement, based on a lump sum basie. Total payment for the Scope of Services described in this Authorization shall be the lump sum amount of Eighteen Thousand Dollars ($18,000.) . 2. ENGINEER shall invoice OWNER for one-half of this lump sum amount following submittal of� preliminary plans and specifications. One-half of the remainder of this lump sum amount shall be invoiced following submittal of the completed final plans and specifications and ENGINEER'S Construction Cost Estimate. The final remainder of the lump sum amount shall be invoiced following submittal of the record drawings to OWNER. 1 AUTHORIZAT�ON BY: . ,, �. _. � '�. f' . CITY OF- CAP� ,GIRARDEAU, MISSOURI j._ . � r > � � B�r; . ¢� Attest: �7 , ` - Date: �4- 7-�c� ACCEPTED BY: BURNS & MCDONNE E GINE RIN C PANY, INC. By: • Dr. Rober T. Berry, P.E. Vic President � 2 of 2 ATTACHMLNT "A" AUTHORIZATION NO. 2 DETAILED SCOPE OF SERVICES 1. Conduct a site viait to gather data on current storage tank conditions and to obtain clearer understanding of the nature and extent of OWNER- desired modifications. As presently understood, items to be addressed include: a. Design of flexible, expansion joint piping sections at the inlet and outlet of the Gordonville tanks (2) , College tank, Meadowbrook tank, and at both treatment plants' clearwell. b. Design control valves to isolate all storage tanks from the distribution system in the occurrence of a specified seismic event. c. Investigate alternatives to positively actuate closure of the isolation valves. Evaluate multiple seismic triggers/switches versus a single seismic trigger/switch and a SCADA system. d. Design selected seismic trigger/switch system to positively � actuate closure of isolation valves. 2. Briefly investigate the ramifications of water storage isolation in light of emergency planning considerations. 3. Prepare preliminary plans and specifications for each of the six specified storage tanks. 4. Submit preliminary plans and specifications to OWNER for review. 5. Incorporate OWNER review comments and finalize the detailed plans and specifications. 6. Submit final plans and specifications to MDNR for review and approval. 7. Incorporate MDNR comments and otherwise complete final plans and specifications. 8. Develop Engineer's Estimate of Construction Cost for OWNER'S use in evaluating construction bids. 9. Assist OWNER during the bidding process in responding to bidder questions on design intent. 10. Provide construction-phase engineering services consisting of: a. Shop drawing review. b. Response to field questions. c. Final inspection to confirm construction's conformance to design intent. d. Prepare record as-built drawings. 11. Administer/manage above tasks (including quality control activities) . By: Burns & McDonnell May 6, 1994 1 of 1 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 2A For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri (hereinafter called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE. This Authorization No. 2A authorizes additional compensation for services involved in providing the design of piping and valve actuating systems to protect the OWNER's existing major water storage tanks during a seismic event. The original work to develop a Design Basis Memorandum and a bid package (plans and specifications) for installation of seismic event sensors and the related protection system for the College Tank was previously authorized by Authorization No. 2, dated 06-07-94. The detailed description of the anticipated scope of services for this work remains as it was presented in the previously-developed Attachment "A" to Authorization No. 2 (copy attached for reference) , as this applies to the establishment of seismic protection for Gordonville Tanks 1 & 2 and Meadowbrook Tank. In addition, services associated with the re-bidding of the College Tank improvements (as part of a package revised to also include the Gordonville Tanks) are also included within the scope of services covered by this additional compensation. II. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon execution of this Authorization by OWNER, and will complete the services associated with designing the Gordonville Tank improvements and incorporating those improvements into the previously-prepared College Tank improvements so that this revised package can be bid in October 1995. The schedule for completion and bidding of the remaining improvements will be mutually arrived at through discussion between OWNER and ENGINEER at a later date. It is understood that such completion is contingent on the timely review by OWNER of submittals from ENGINEER, as well as on any delays occasioned by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc. ) . 1 of 2 AUTHORIZATION NO. 2A III. COMPENSATION 1. OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a cost reimbursable basis with a maximum (ceiling) amount. Details of the maximum (ceiling) cost estimate are presented in Attachment B. 2. Total additional payment for the Scope of Services described in this Authorization shall not exceed Seventeen Thousand Dollars ($ 17, 000. ) without prior written approval by OWNER. This brings the total maximum fee billable for Authorization Nos. 2 and 2A to $ 35, 000. AUTHORIZATION BY: CITY OF CAPE GIRARDEAU, MISSOIIRI gy; ' Attest: � Date: � ��-Q5 ACCEPT$D BY: BIIRNS & McDONNELL BNGINS$RING COMPANY, INC. By: - Dr. Robert T. Ber�ty, P.E. Vice President I 2 of 2 ATTACffi�iENT "A" AUTHORIZATION NO. 2 DETAILED SCOPE OF SERVICES 1. Conduct a site visit to gather data on current atorage tank conditions and to obtain clearer understanding of the nature and extent of OWNER- desired modifications. As presently understood, items to be addressed include: a. Deaign of flexible, expansion joint piping sections at the inlet and outlet of the Gordonville tanks (2) , College tank, Meadowbrook tank, and at both treatment planta' clearwell. b. Design control valves to isolate all storage tanks from the distribution system in the occurrence of a specified seismic event. c. Investigate alternatives to positively actuate closure of the isolation valves. Evaluate multiple seismic triggers/switches versus a single seismic trigger/switch and a SCADA system. d. Design selected seismic trigger/switch system to positively actuate closure of isolation valves. 2. Briefly investigate the ramifications of water storage isolation in light of emergency planning considerations. 3. Prepare preliminary plans and specifications for each of the six specified storage tanks. 4. Submit preliminary plans and specifications to OWNER for review. 5. Incorporate OWNER review comments and finalize the detailed plans and specificationa. 6. Submit final plans and specifications to MDNR for review and approval. 7. Zncorporate MDNR comments and otherwise complete final plans and specifications. 8. Develop Engineer's Estimate of Construction Cost for OWNER'S use in evaluating construction bids. 9. Assist OWNER during the bidding process in responding to bidder questions on design intent. 10. Provide construction-phase engineering services consisting of: a. Shop drawing review. b. Response to field questions. c. Final inspection to confirm construction's conformance to design intent. d. Prepare record as-built drawinqs. 11. Administer/manage above tasks (including quality control activities) . By: Burns & McDonnell May 6, 1994 1 of 1 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 2A ATTACHMENT B Estimate of Additional Costs Design of Storage Tank Seismic Protection Improvements The total estimated increase in the maximum cost for the design of potable water storage tank seismic protection improvements (as defined by Attachment A to Authorization No. 2) is $ 17, 000. and includes the following: • Costs associated with unanticipated complexity of existing water storage tank piping systems and selection of suitable monitoring device for sensing seismic event / initiating tank protection system are estimated to be $ 4, 000. • Costs associated with remaining services described in Paragraph I2. of the actual text of this Authorization No. 2A (per previously- transmitted letter of July 12, 1995; attached for reference) are estimated to be $ 13,000. * * * * * By: L. A. Ebel August 7, 1995 . . � � ` 1 � ' ENGINEERS•AR(HIiE(iS•(ONSUl1ANiS July 12, 1995 Mr. J. Kensey Russell City of Cape Girardeau 401 Independence Street P.O. Box 617 Cape Girardeau, Missouri 63702-0617 . Seismic Protection Improvements Proiect Dear Mr. Russell: Per our request, we are forwarding updated cost estimates for the various project locations. These updated estimates have been developed to reflect certain enhancements included in the final design for the College Tank improvements that were not factored into the prior estimates included in the Design Basis Memorandum. After you have had a chance to review this information, please contact us to discuss the manner in which you would like us to proceed. If you have any questions or need any additional information regarding these estimates, please contact me or Jeff Kaiser. S' cerely, � � �.�L''v" Leo A. Ebel, P.E. Project Manager T.AR/j lm 94159�001\C , _ cuuell.002 � 370!South lindbergh Boulevard,St.(ouis,Missouri 63I27 Phone(314J 8T1-9016 Fox(314)81f•5406 CITY OF CAPE GIRARDEAU TREATED WATER STORAGE TANK SEISMIC PROTECTION IMPROVEMENTS CONSTRUCTION COST ESTIMATE SEISMIC SENSOR INSTALLATION ESTIMATED ITEM NO. DESCRIPTION COST 1. Seismic Sensors $17,200 (one at Cape Rock, one at Ramsey Branch) 2. installation $7,300 (includes conduit, wiring, etc.) Construction Cost $24,500 Contingencies at 10% +/- $2,500 Total Estimated Cost $27,000 By: Bums & McDonnell July 12, 1995 i:\projects\9415914002\work\costests.xls CITY OF CAPE GIRARDEAU TREATED WATER STORAGE TANK SEISMIC PROTECTION IMPROVEMENTS CONSTRUCTION COST ESTIMATE COLLEGE TANK ESTIMATED ITEM NO. DESCRIPTION COST 1. Concrete Vault Construction � $6,500 2. Actuated Valve $6,200 3. Actuated Valve Instaliation $12,000 (includes air piping, solenoid valve, electrical, etc.) 4. Isolation Valve $2,100 5. Flexible Joint $7,500 6. Valve and Joint Installation $5,200 (includes approximately 20 LF, 14" DIP) 7. Protection and Restoration $2,500 8. SCADA System Improvements $4,200 Construction Cost $46,200 Contingencies at 10% +/- $4,800 Total Estimated Cost $51,000 By: Burns& McDonnell July 12, 1995 i:\projects194159\4002\work\costests.xls CITY OF CAPE GIRARDEAU TREATED WATER STORAGE TANK SEISMIC PROTECTION IMPROVEMENTS CONSTRUCTION COST ESTIMATE GORDONVILLE TANKS #1 AND #2 ESTIMATED ITEM NO. DESCRIPTION COST 1. Concrete Vault Construction (4) � $26,000 2. Actuated Valve (4) $24,800 3. Actuated Valve Instailation $48,000 (includes air piping, solenoid valve, electrical, etc.) 4. Isolation Valves (4) $8,200 5. Flexible Joints (4) $30,000 6. Valve and Joint Installation $20,800 7. Air Compressor and Piping $4,500 8. SCADA System Improvements $4,200 Construction Cost $166,500 Contingencies at 10% +/- $16,500 Total Estimated Cost $183,000 By: Bums & McDonnell July 12, 1995 i:\projects194159\4002\work\costests.xls CITY OF CAPE GIRARDEAU TREATED WATER STORAGE TANK SEISMIC�PROTECTION IMPROVEMENTS CONSTRUCTION COST ESTIMATE MEADOWBROOK TANK ESTIMATED ITEM NO. DESCRIPTION COST 1. Concrete Vault Construction � $6,500 2. Control Building Construction $12,000 3. SCADA System Improvements/Relocation $6,200 4. Air Compressor and Piping $3,000 5. Actuated Valve $6,200 6. Actuated Valve Installation $12,000 (includes air piping, solenoid valve, electrical, etc.) 7. Isolation Valve $2,100 8. Flexible Joint $7,500 9. Valve and Joint Installation $5,000 (includes approximately 20 LF, 14" DIP) 10. Protection and Restoration $2,200 Construction Cost $62,700 Contingencies at 10% +/- $6,300 Total Estimated Cost $69,000 By: Burns & McDonnell July 12, 1995 i:lprojects\94159�40021worklcostests.xls CITY OF CAPE GIRARDEAU .TREATED WATER STORAGE TANK SEISMIC PROTECTION IMPROVEMENTS CONSTRUCTION COST ESTIMATE CAPE ROCK PLANT CLEARWELL ESTIMATED ITEM NO. DESCRIPTION COST 1. Actuated Valve $6,700 2. Actuated Valve Installation $16,000 (includes air piping, solenoid valve, electrical, etc.) 3. Piping Modifications $2,500 4. Air Compressor and Piping $4,200 5. SCADA System Improvements $4,200 Construction Cost $33,600 Contingencies at 10% +/- $3,400 Total Estimated Cost $37,000 By: Bums & McDonnell July 12, 1995 i:lprojects\94159\4002\work\costests.xls CITY OF CAPE GIRARDEAU TREATED WATER STORAGE TANK SEISMIC PROTECTION IMPROVEMENTS CONSTRUCTION COST ESTIMATE RAMSEY BRANCH PLANT CLEARWELL ESTIMATED ITEM NO. DESCRIPTION COST 1. Concrete Vault Construction � $13,000 2. Actuated Valve $13,400 3. Actuated Valve Installation $24,000 (includes air piping, solenoid valve, electrical, etc.) 4. Isolation Valve $5,000 5. Flexible Joint $15,600 6. Valve and Joint Installation $10,400 7. Protection and Restoration $4,300 8. SCADA System Improvements $4,200 Construction Cost $89,900 Contingencies at 10% +/- $9,100 Total Estimated Cost $99,000 By: Burns & McDonnell July 12, 1995 i:\projects\94159\40021work\costests.xls C� I- �; Q � � ' � a�i Z V � � o 0 0 0 � O W Z f n. n. � u�i � � � F- Z C9 x E E cri cfl c cri � � C7 v� : o o � � v� � � 0 Z W ' U U o c Q LLI � ;; a� , � � Q � o � � � .o � � � U O � � Q � y � O O p � � O � Q � � C d � � 0 :: I� � M � � ~ (D � � � � U f j V� V :' � .��. � tD � V.�q '� p�y Q �0 � W Z � EH 69 t�? C � � � y u) V 3 � U o N Z � W y 3 � E o W a � ° � a�i `o � � � � Q � � � � i� � �' � � W W � � vi O U � O c0 � � N c � � � U � � Q � a W f0 w � � (n � ?. Q � a � L _ F" � tA � C � olf � � � � � U � Q C � � � � � fA � � V C 22 � a V y U j C ` W y � Q . C� N � — � n � � � � � m a Q' � C� � � � � W t0 (0 C V7 � W V F- � c�i � � `- >. u- a Fw- � O m � .x c�a °� � � a��i > � � � m O � � J � y c�u a V O °� m t0 'a� o 0 � W a 0 : c � �c � � ~ x �v� , � � c� N � O � � F- V W (II C � O� � a .'�.�. '� N y � t� U �Q � a o � > � � o � L � o � a � tn � � a� c 3 �. �. n � W o � � v� � � � �n � = a a�i -°�� a � > ° ° � c � V (0 � N C.) U C7 � Q..' U � � C� '�q wU-. � � .� � � � o � � � � > � o n- � � c a�i > � � o 0 3 °' � � L � � > Z - fd '0 � U Q U j 'D tn � ;�a c0 � � rn � ..�. p X C � Vf +' a . c � -°o � � � a� � c��n V - �- c c c c c � o o �� o � N !' N o 0 0 0 o L C� c � a p � p W " � �i� i� i� i� i� c� �- o � co � 'o c� � , � a> a� a� a� a� �u o '� � � o � � 0 0 0 0 0 � - y � � �a o " a a a n`_ n`_ f° � �° � N cv u� � .� 3 NY .�L �C Y Y � � C `� O p. (p N , � c� c0 c0 c0 c0 � U � U O W o0 cn F- F- I— F- H .., � ^. c rn � � v rn � � U � C � C t� � CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTHORIZATION N0. 3 For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri, (hereinafter called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE . This Authorization No. 3 covers services involved in providing an Alluvial Well Field Supply Feasibility Study to improve the reliability of the water supply to OWNER's existing Cape Rock Water Treatment Plant. The detailed description of the anticipated scope of services is presented in Attachment A. II. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete Phase I of these services within eight (8) weeks from start of work. It is understood that such completion is contingent on the timely review by OWNER of submittals from ENGINEER, as well as on any delays occasioned by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc. ) . It is further understood that Phase II work will not commence until a separate, subsequent Authorization is developed by ENGINEER and approved by OWNER covering such Phase II services. 1 of 2 i• . III. RESPONSIBILITIES OF OWNER For this Authorization No. 3 only, the OWNER shall be responsible for providing the following: 1. Surveying necessary to locate the borings advanced by the drilling subcontractor, with respect to the State plane coordinate system; and to determine the top-of-ground elevation (USGS datum) at each such boring. 2. Equipment to furnish reasonable assistance to the drilling subcontractor in getting the drilling equipment into and out of the proposed drilling site. IV. COMPENSATION 1. OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing agreement, based on a cost reimbursable basis with a maximum (ceiling) amount. Details of the � cost estimate and unit price adjustments are presented in Attachment B. 2. Total payment for the Phase I scope of services described in this authorization shall not exceed the maximum of Sixty-Five Thousand Hundred Dollars ($65,000.00) without prior written approval by OWNER. AUTHORIZATION BY: ,��",, CIT�'-fj�=.�Ag� GIRARDEAU, MISSOURI , � ��: •�j� _-i . - . .� � !`� � ' � �� By: Attest: n , � •. . . .r; , - Date: v �D l- �y ACCEPTED BY: BURNS & McDONN L G E I COMPANY, INC. By: Dr. Rob�rt T. Berry P.E. Vice President 2 of 2 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTHORIZATION N0. 3 ATTACHMENT A Detailed Scope of Services Alluvial Well Field Supply Feasibility Study Introduction The City of Cape Girardeau is interested in expanding and finding alternate water supply capabilities at its Cape Rock Water Treatment Plant north of the City. Currently, this plant treats Mississippi River water; however, after the 1993 flood, siltation in the existing surface water intake and the down- river migration of the zebra mussels which clog surface water intakes have prompted the consideration of a new water supply source. Groundwater from the Mississippi River alluvium has been proposed as an alternate source. � The primary site for groundwater development is 20 to 30 acres of alluvium immediately downstream of Cape Rock on the Missouri (west) side of the Mississippi River as shown on the attached Figure 1. The area is undeveloped, and no source of potential contamination is readily apparent. If the geology of this primary site proves to be inadequate, a secondary site may be investigated upstream from Cape Rock. Scope of Work Burns & McDonnell will perform a two phase investigation to determine the hydrogeologic characteristics of the proposed site and to provide a conceptual design for planning purposes. Final well design will be provided when it is authorized by the City. If during any phase of the investigation, unsuitable conditions are found, Burns & McDonnell will consult with the City to mutually decide on an alternate course of action. Phase I - Data Review, Preliminary Test Drilling, Geophysical Logging, Water Quality Sampling, and Letter Report Data Review - Corps of Engineers drill logs from the area will be reviewed to determine the feasibility of water supply development and to plan the layout of the five preliminary Phase I borings, if the information can be obtained from the COE. Preliminary Test Drilling - Up to five rotary-wash test borings will be drilled to bedrock or to 150 feet to determine the nature of the alluvial materials at the site. A Burns & McDonnell geologist will be on the site 1 of 3 7" '. � '•v' , --"�, �. ��jf '/ `� � )�,".%: �+ •r�_ ..r.:-��)�r'�� '(;' � . � � � . . -�-- �I ��`_��_��\:-- --- �j� / � �� c` . � ��\�'�.,, W oune : .,. .. '__ �_ � .a�.,..Y ' `�� /�pf�';� � �\\ `��/�IT •.• . 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(� �n + :l _ 1 : ' I� . t . � Sr� p�p�l , �� r b\'.�.,d� o ��1 Ga6inE � /N j� I�jp •� ��_� r � II �' � � StaLon 1 11 � s—" �,.�_f,��,£ � "f' II,(y �� -- `" , I .-u . 'LIr I . �_ ', II �I ' �. � --s-a�..� ,., � � �.„ � ' 8 '' � , I �_ , � 2 \ � sT Sth �� i. � .�' �� 1 ,1:3 _. . .. r � t � � ' _ IJ�I � � ��' ° � / . , . . �I ,� � So o ,�,� a-� II � ��, , ;,�t_ ., � Y . � r-..:-;�� . . , :,: � !` .. �BM 350 f � 'n ' ' '� '+ . I 0' �� m I ,�g. ��_y/ �t. � ;.►; °_ � Ea.sC�r�� . II � ;, ;�. irardeau . -- ° a� �� I --.f��;r , ��6 I . ; �<9 � s��o�-:__ --� �. , 'y. r Ii ZNCeenu � � l�, �ilY } .� " � � *� 'Y1�; , ._ _i�� G� :�n _I16, � , , �� 116 A6II �; ��, ( � � � �� •I ROAD CL.ASSIFICATION � • �� / �•^'�:;z� -,'jt\� � Hea�yduly L�ght�duly - - � � '.-.�!��1,'�' Medium duly Unimproved dirt ..e�..a= . , � �-,�� .. P �� .i.� ; � �✓� .•�a , Inlerstale Route U S Route : State Route ' '�8 r_�•Y�•f � MiSSouai �`. �� / '/i/� '��1' �I s �4". � 1 � � ��1�- 1 ' ��•�; � � .. • �� 1,�� - ;1�,� � OUAORANGIEIOU��ON CAPE GIRARDEAU, MO.-1LL. I . �� ,,� . 4,�, � POTENTIAL NEW WCLL FIELD LOCATION MAP N3715-w8930/7.5 '�,""'�'_�J-'J`��, " j FIGURE I .. ' . . --. %-� ��'' to log the borings and to direct the drilling operations. Soil samples will be collected from these borings and analyzed for grain size. It is understood that the City will negotiate access rights with affected property owners for test drilling, including option for possible future installation/operation of permanent wells. Burns & McDonnell will furnish City with typical language/format for such agreements for use by the City. Burns & McDonnell will also furnish City with map denoting proposed locations for test holes. Geophvsical Logging - Because little is known of the subsurface materials, geophysical logging including electrical resistivity, spontaneous potential and gamma logging will be used to better define the alluvial geology. Water Quality Samplin� - Each boring will be completed with a 2-inch PVC monitoring well. After completion, each monitoring well will be purged, and a water sample will be collected for inorganic chemical analysis. Two of the proposed five samples will be tested for a partial list of constituents or parameters contained in the current Safe Drinking Water � Act amendments. The analysis to be performed includes regular inorganic chemistry, heavy metals, pesticides, herbicides, radionuclides, volatile organic chemicals, synthetic organic chemicals, total organic carbon, and trihalomethane precursor potential. Throughout the hydrogeological investigation, the monitoring wells will also be used to observe the effects of changes in river stage on the groundwater elevation. Letter Report - For the City's review, Burns & McDonnell will prepare a brief letter report on the findings of the preliminary test drilling. This report will also include detailed design and cost estimates for the Phase II test well as well as other recommendations for the Phase II drilling and aquifer testing. Phase II - Test Well Construction, Piezometer Installation, Aquifer Pumping Test, Analysis and Evaluation, and Hydrogeological Report After receiving notice to proceed with Phase II from the City, Burns & McDonnell will complete Phase II of the investigation - an aquifer testing program consisting of the following elements: Test Well Construction - Burns & McDonnell will design and contract for the construction of a test well at the proposed site. It is anticipated that the well will be designed as a permanent installation for later operation. Final sizing of the test well will depend on geologic conditions at the site and on the City's anticipated groundwater needs (number and size of wells) . Piezometer Installation - Approximately four to six additional piezometers will be installed to collect the groundwater drawdown data needed for the aquifer analysis. The final number of piezometers will depend on the location of the test well in relation to the original monitoring wells 2 of 3 installed during Phase I. It is anticipated that all or part of these additional piezometers will be abandoned after the aquifer pumping test is complete. AQuifer Pumping Test - An aquifer pumping test will be conducted on the test well. This pumping test will include a preliminary step-drawdown test and a 72-hour constant rate test. It is anticipated that the pumping rate will range from 2,000 to 2,500 gpm (depending on geology) . Following this pumping period will be a 24-hour recovery period. During the pumping test, automated data-collection equipment and manual measurements will record groundwater levels, pumping rate, river level, and water quality information. As part of the aquifer pumping test, water samples will also be collected for inorganic laboratory analysis. One of the samples collected during the pumping test will be tested for a partial list of constituents or parameters of the current Safe Drinking Water Act amendments. The laboratory testing will include regular inorganic chemistry, heavy metals, pesticides, herbicides, radionuclides, volatile organic chemicals, synthetic organic chemicals, total organic carbon, and trihalomethane precursor potential. Analysis and Evaluation - The aquifer pumping test data will be evaluated � to determine the effective transmissivity and river infiltration values. Preliminary estimates of the number of wells, the well design criteria, and the well spacing will be developed during this analysis. In the event that difficult geologic conditions are encountered, groundwater modeling (not included in this proposal) may be required to determine a satisfactory well placement. Hvdro�eologic Report - At the conclusion of the Phase II work, Burns & McDonnell will submit to the City a report detailing the activities, findings, analysis and results of the Phase I and Phase II investigations. This report will also include cost estimates for future well field development. 3 of 3 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTHORIZATION N0. 3 ATTACHMENT B Cost Estimate and Unit Price Adjustments Alluvial Well Field Supply Feasibility Study Phase I The total payment for the Phase I scope of services described in this Authorization includes the following elements: • Engineering - 88 hours of field coordination and geologist supervision of the drilling operations and expenses. 1 - 98 hours for data evaluation, analysis, recommendations for Phase II, report preparation, and meetings with the City to present the Phase I results and expenses. • Drilling - Mobilization. - Drilling five borings to 150 feet (total 750 lin. ft.) . - Collect 15 split spoon samples. - Monitoring well construction five wells each 150 feet (total 750 lin. ft. ) . � Installation of protective covers. � Development and sampling. • Geophysical Logging - Natural gamma ray. - Spontaneous Potential (SP) . - 16" SN 64" LN Resistivity. • Water Quality Analysis - Five samples for standard inorganic analyses. - Two samples for analyses of the Safe Drinking Water Act parameters as listed in Exhibit I, attached. • Survey Monitoring Locations - Survey location and elevation of the five monitoring wells. (by OWNER) lof2 EXHIBIT I vATER QIIALITY PARA�TERS POR ANALYSIS pg Total Colifozms Specific Conductance Fecal Colifocros Hardness (mg/1 as CaCO3) Total Count' Total TOC Calcium Pescicides 'IDS Herbieides Chloride Cyanide Sulfate T'hallium Calcium SOCs . Magnesium Radionuclides Iron VOGS Sodium Ranadium Ammonia as N Holybdenium Nitrata as N Stzontium Nitrite as N THI�i Formation (Precursor) Potential Alkalinity (mg/1 as CaCO3) Total Bicarbonate Manganese Fluoride Potassiuin Silica Phosphates Turbidity Hetals: . Arsenic Boron Cadmiwn Chromium Le.ad Mercury Copper Zinc Barium Silver Selenium , . Antimony Beryllium Nickel Aluminum The Phase I base price will have unit price adjustments according to the following schedule: Item Unit Price ` 1. Drilling $17.25 per lin. ft. 2. Monitoring Wells $18.40 per lin. ft. 3. Water Quality Analysis I $660 per sample (basic inorganics) 4. Water Quality Analysis II $3,775 per sample (Safe Drinking Water Act parameters as listed) Phase II The estimated budgetary cost for Phase II is currently believed to be within the range of $100,000 to $150,000 which includes engineering and construction � of a 150-foot deep test well, which may or may not be designed as a permanent installation to be incorporated in to the final well field system. Also included is the installation of additional piezometers needed for the pumping test, water quality sampling and analysis, and a detailed report. This estimate is based on information from a single well contractor. The cost estimates will be refined at the end of Phase I based on aquifer conditions and will be reduced by use of competitive bids for the well construction. 2 of 2 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 3A For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri (hereinafter called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE. This Authorization No. 3A authorizes services involved in completing Phase II of the Alluvial Well Field Supply Feasibility Study, Phase I of which was previously authorized by Authorization No. 3, dated 06-07-94. The detailed description of the anticipated scope of services for this Phase II work remains as it was presented in the previously-developed Attachment "A" to Authorization No. 3 (copy attached for reference) . II. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon execution of this Authorization by OWNER, and will complete these services within ten (10) weeks following initiation. It is understood that such completion is contingent on the timely review by OWNER of submittals from ENGINEER, as well as on any delays occasioned by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc. ) . 1 of 2 AUTAORIZATION NO. 3A III. RESPONSIBILITIES OF OWNER For this Authorization No. 3A only, the OWNER shall be responsible for the following: 1. Surveying necessary to locate the test well and observation wells installed by the drilling subcontractor, with respect to the State plane coordinate system; and to determine the top-of-ground elevation (USGS datum) at the well casings. 2. Equipment as necessary to reasonably assist the drilling subcontractor in getting his drilling equipment into and out of the proposed test well site. IV. COMPENSATION 1. OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a cost reimbursable basis with a maximum (ceiling) amount. Details of the maximum (ceiling) cost estimate and unit price adjustments are presented in Attachment B. 2. Total additional payment for the Scope of Services described in this Authorization shall not exceed the maximum of One Hundred and Sixteen Thousand Dollars ($116, 000.) without prior written approval by OWNER. AIITAORIZATION BY: CITY OF CAPB GIRARDEAII, MISSOIIRI , , - � n � � ,- By; ,, Attest: � • , 'Date:� . �-��-/� �� '.� '�.. � ACCEPT$D BY: BIIRNS & McDONNE NGINEERING CO ANY, INC. By: Dr. Rob rt T. Berry P.E. Vice P esident 2 of 2 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTHORIZATION N0. 3 ATTACHMENT A Detailed Scope of Services Alluvial Well Field Supply Feasibility Study Introduction The City of Cape Girardeau is interested in expanding and finding alternate water supply capabilities at its Cape Rock Water Treatment Plant north of the City. Currently, this plant treats Mississippi River water; however, after the 1993 flood, siltation in the existing surface water intake and the down- river migration of the zebra mussels which clog surface water intakes have prompted the consideration of a new water supply source. Groundwater from the Mississippi River alluvium has been proposed as an alternate source. The primary site for groundwater development is 20 to 30 acres of alluvium immediately downstream of Cape Rock on the Missouri (west) side of the Mississippi River as shown on the attached Figure 1. The area is undeveloped, and no source of potential contamination is readily apparent. If the geology of this primary site proves to be inadequate, a secondary site may be investigated upstream from Cape Rock. Scope of Work Burns & McDonnell will perform a two phase investigation to determine the hydrogeologic characteristics of the proposed site and to provide a conceptual design for planning purposes. Final well design will be provided when it is authorized by the City. If during any phase of the investigation, unsuitable conditions are found, Burns & McDonnell will consult with the City to mutually decide on an alternate course of action. Phase I - Data Review, Preliminary Test Drilling, Geophysical Logging, Water Quality Sampling, and Letter Report Data Review - Corps of Engineers drill logs from the area will be reviewed to determine the feasibility of water supply development and to plan the layout of the five preliminary Phase. I borings, if the information can be obtained from the COE. Preliminarv Test Drillinr� - Up to five rotary-wash test borings will be drilled to bedrock or to 150 feet to determine the nature of the alluvial materials at the site. A Burns & McDonnell geologist will be on the site 1 of 3 / . .. V /� _• � �:. -• {} � _:i ti<n � � . , ''• ' _�_ �I t`^`� . �"'v. I` . ,^r`• •� �� :!1�y�F\��'��T�,��_ ;��\C� 1 :: \� c,:cu�i •..^ -�-..� ��r i in.--�,—'��.�:i.��—'�t+�'+ �1 �.��/I '�I .f �..�� •�� v.'�� . . . •� ��• ..... _ • � . .,;,r�:-- _��, , � � �, C u.�.� , � � .i� • . %��. 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'�J*+�lT � ' _ ✓ 1 nM Z1n J ��l f • � ` �%i� c I; . ` � .�N � � �� T / �. � � �y n Q I � 1 „� 1 ' , � ` '� " '`/J�k Iji �•l.: ;�%�i.Ii� 1 \� ;i. I `J� j I�.. � .I ~ �'.� ' II°,p ^ � � � ► �� ,f �.,,,,'J� '' �"� � � � T . } � �I � _, >' ;y�[ Si V� + � �f�� ' �� /p � � � , � � M/q� �K d�C•� GacinQ � 1y• 1+r n •i _ � , � . p � �• `:I��i3 ^ � �� $tation 1 %� ..-•11 I ��i s ' i I `� � �..�� •� n � b`. €� � 'l•n ' I ;, II �II ,. � ��" —�� ,;�� l �� I r ��:. . ,:^ ': • L= s �r � �,��, �... � "o �� tr '.I� i •�,�•�� :� 13 ' � 13 _ ' •• ►' .t � ,-.� �� `�° '� _� �� I:��I , . .,. . . � �.:_:::;, • .� ,� '_---°��`'a'S� �� 1. � N•!e►,asc :►. �:; . a:: . : .:t�t�.:i � . � � /a .��. �� " r I i ��I� �:: ; � '�'• '� 1 . II . . � I � � _� j1i � ; . EzC'r��irardeau � .II O �_ ° 0.1 �. � � II�� I 1�6 .. � �c9 � S�i�oG�'_• �.' e ' r �j\ZNineen�s ��l � J, ��U !�. .. M` . I `+ * =,� �. , ` 1` t a 7ob ll a. `,�C � :�a U :116, ;. � v� 1�6 �� • �,;" �^ � r �• \• � ROAD CLASSIFICA710N � '' � � �� /° )'^•.•�::?�.*.� �-��•t\� � Heavy•duly L�ght•duly - - :�� %��.�� Medwmduly �_ Ummpro�ed diK .,.�....� . . � �G..� '' I P�':� �it� ,��; ,;�� _:.i� ,:, � Interst�te Route U S Route ; State Route �� qeC-�':,� � �h J M�SSOUR�� v �� ,�,'�.��J ../ /� .� � �`_{l� � .{ • .,��1 r !�� .,.Il a ,. • •v � ��- � OUApRAN�.�[�Q[J1110N CAPE GIRARDEAU, MO.-1LL. � �';, � POTENTIAL NEVH WcLL FIELD LOCATION MAP N3�15-w9930/7.5 � ..�„'"^,,_�-JJ'; � `r,i FIGURE I - . .. �•f•� �° : to log the borings and to direct the drilling operations. Soil samples will be collected from these borings and analyzed for grain size. It is understood that the City will negotiate access rights with affected property owners for test drilling, including option for possible future installation/operation of permanent wells. Burns & McDonnell will furnish City with typical language/format for such agreements for use by the City. Burns & McDonnell will also furnish City with map denoting proposed locations for test holes. Geophvsical Lo��in� - Because little is known of the subsurface materials, geophysical logging including electrical resistivity, spontaneous potential and gamma logging will be used to better define the alluvial geology. Water Qualitv SamplinQ - Each boring will be completed with a 2-inch PVC monitoring well. After completion, each monitoring well will be purged, and a water sample will be collected for inorganic chemical analysis. Two of the proposed five samples will be tested for a partial list of constituents or parameters contained in the current Safe Drinking Water Act amendments. The analysis to be performed includes regular inorganic chemistry, heavy metals, pesticides, herbicides, radionuclides , volatile organic chemicals, synthetic organic chemicals , total organic carbon, and trihalomethane precursor potential. Throughout the hydrogeological investigation, the monitoring wells will also be used to observe the effects of changes in river stage on the groundwater elevation. Letter Revort - For the City's review, Burns & McDonnell will prepare a brief letter report on the findings of the preliminary test drilling. This report will also include detailed design and cost estimates for the Phase II test well as well as other recommendations for the Phase II drilling and aquifer testing. Phase II - Test Well Construction, Piezometer Installation, Aquifer Pumping Test, Analysis and Evaluation, and Hydrogeological Report After receiving notice to proceed with Phase II from the City, Burns � McDonnell will complete Phase II of the investigation - an aquifer testing program consisting of the following elements: Test Well Construction - Burns & McDonnell will design and contract for the construction of a test well at the proposed site. It is anticipated that the well will be designed as a permanent installation for later operation. Final sizing of the test well will depend on geologic conditions at the site and on the City's anticipated groundwater needs (number and size of wells) . Piezometer Installation - Approximately four to six additional piezometers will be installed to collect the groundwater drawdown data needed for the aquifer analysis. The final number of piezometers will depend on the location of the test well in relation to the original monitoring wells 2of3 installed during Phase I. It is anticipated that all or part of these additional piezometers will be abandoned after the aquifer pumping test is complete. Aquifer Pumpin� Test - An aquifer pumping test will be conducted on the test well. This pumping test will include a preliminary step-drawdown test and a 72-hour constant rate test. It is anticipated that the pumping rate will range from 2,000 to 2,500 gpm (depending on geology) . Following this pumping period will be a 24-hour recovery period. During the pumping test, automated data-collection equipment and manual measurements will record groundwater levels, pumping rate, river level, and water quality information. As part of the aquifer pumping test, water samples will also be collected for inorganic laboratory analysis. One of the samples collected during the pumping test will be tested for a partial list of constituents or parameters of the current Safe Drinking Water Act amendments. The laboratory testing will include regular inorganic chemistry, heavy metals, pesticides, herbicides, radionuclides, volatile organic chemicals, synthetic organic chemicals, total organic carbon, and trihalomethane precursor potential. Analvsis and Evaluation - The aquifer pumping test data will be evaluated to determine the effective transmissivity and river infiltration values. Preliminary estimates of the number of wells, the well design criteria, and the well spacing will be developed during this analysis . In the event that difficult geologic conditions are encountered, groundwater modeling (not included in this proposal) may be required to determine a satisfactory well placement. Hvdro�eolo�ic Report - At the conclusion of the Phase II work, Burns & McDonnell will submit to the City a report detailing the activities, findings, analysis and results of the Phase I and Phase II investigations. This report will also include cost estimates for future well field development. 3of3 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 3A ATTACHMENT B Phase II Cost $stimate and IInit Price Adjustments Alluvial Well Field Supply Feaeibility Study The total estimated maximum cost for Phase II services (as defined by Attachment A to Authorization No. 3A) is $ 116, 000. and includes the following: • Engineering - 310 hours for field coordination and geologist supervision and data collection during drilling operations and pumping test (plus expenses) . - 88 hours for data evaluation, analysis, developing recommendations for implementation, report preparation, and attending meetings with the City to present Phase II results (plus expenses) . • Drilling - Mobilization - Drilling and constructing one (1) test well to approximately 70 feet depth, that would be convertable to a permanent well. - Drilling/constructing five (5) observation wells (piezometers) . - Development of test well and piezometers. • Pumping Test - Supervising step-rate drawdown test. - Supervising aquifer pumping test for 72 hours (or longer, if necessary) . • Water Quality Analysis - Obtain three samples for standard inorganic analyses. - Obtain one sample for analysis of Safe Drinking Water Act parameters, as listed in Attachment B to Authorization No. 3. • Survey Well Locations - Supervise City's surveying of locations and elevations of observation and test wells. • Water Plant Evaluation - 40 hours for brief review of flow schematic and sizing of treatment plant components to evaluate capability of existing water treatment plant to successfully treat well water. • Hydrogeologic Report - 114 hours to prepare letter report presenting results of Phase I and II testing and evaluations. 1 of 2 . - . . �-, ATTACHMENT B (Continued) The Phase II base price (maximum) will have the unit price adjustment established according to the following schedule: Item Unit Price 1. Additional days pumping (includes $ 2,000.00 per day drilling and engineering costs) 2. Additional Water Quality Analyses $ 660.00 per sample (basic inorganics) 3. Additional Piezometer Installation $ 4,300.00 per each (includes drilling and engineering costs) * * * * * 2 of 2 ,• _� CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 4 For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri (hereinafter- called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE. This Authorization No. 4 covers services involved in providing assistance to OWNER's staff in the preparation of a utility (water and sewer line) relocation construction package for inclusion by the Missouri Highway and Transportation Department (MHTD) in their bid/construction package for the relocation of State Route 74 between Kingshighway and Sprigg Street. Specifically, ENGINEER will perform the technical activities associated with determining the proper relocation(s) for the water lines in conflict with the roadway construction and prepare the plans and specifications for the construction work involved in the actual relocation of those water lines; as well as the construction work involved in the relocation of the sewer lines in conflict with the roadway construction, based on the technical activities related to sewer relocation as performed by the OWNER's staff. The detailed description of the anticipated scope of ENGINEER'S services is presented in Attachment "A" . II. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete these services by no later than July 31, 1994, in order that OWNER can submit the completed construction package to MFiTD by August 1, 1994. It is understood that such completion is contingent on the timely review by OWNER of submittals from ENGINEER, as well as on any delays occasioned by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc. ) . 1 of 2 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 4 III. COMPENSATION 1. OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a cost reimbursable basis with a maximum (ceiling) amount. 2, Total payment for the Scope of Services described in this Authorization shall not exceed the maximum of Twenty-Four Thousand Seven Hundred Dollars ($24,700.) without prior written approval by OWNER. Refer to attached spreadsheet, which is submitted for information onl , for development of not-to-exceed amount. AUTHORIZATION BY: CITY OF CAPE GIR.ARDEAU, MISSOURI � Attest: ? � � �� By: Date: �0 "��'�� ACCEPTED BY: BURNS & McDONNELL GINEERING CO PANY, INC. By: Dr. Rob t T. Berry, P E. Vice P esident 2 of 2 ti Y ATTACFII�3NT "A" AUTHORIZATION NO. 4 DETAILED SCOPE OF SERVICES 1. Conduct a site visit to gather field data on current conditions and to obtain clearer understanding of nature and extent of needed relocation modifications. Combine site visit with project initiation (kick-off) meeting to confirm project objectives, establish lines of communication, and resolve administrative details. 2. Obtain reproducible copies of MHTD highway relocation plan/profile drawings to use for analysis of relocation needs and eventual preparation of water and sewer line relocation bid/construction package. 3. Make initial contact with other utility companies with services in the highway relocation area (i.e. , gas, electric, telephone, and cable TV) to establish lines of communication for coordination of all utility relocation positions. 4. Evaluate water line relocation requirements and alternates by review of NffiTD plan/profile drawings and City water system distribution maps; then select recommended approach to address each of relocation situation. 5. Develop preliminary drawings for each water line relocation (using reproducibles of MHTD plan/profile drawings as background) ; then submit preliminary water line relocation drawings to OWNER for review and comment, plus coordination with sewer line relocations being determined by OWNER' s staff. 6. Obtain OWNER' s review comments on preliminary water line relocation drawings and OWNER staff's preliminary sketches for sewer line relocations; then incorporate OWNER's water line relocation drawing comments and add sewer line relocations to drawings. 7. Develop final draft drawings for water and sewer line relocations (still using reproducibles of MHTD plan/profile drawings as background) ; then submit these final draft water and sewer line relocation drawings to MHTD and to appropriate other utility companies for review/comment and coordination with roadway work and other utility relocations. g. Obtain MFiTD' s review comments on final draft water and sewer line relocation drawings and incorporate appropriate revisions into completed drawings. 9. Obtain other utility companies' review comments on final draft water and sewer line relocation drawings and incorporate appropriate revisions into completed drawings. 10. Coordinate OWNER' s performance of "spot" excavation of portions of certain key water lines, if needed, to determine physical condition of lines in order to judge whether line could safely be left in place or should be relocated. 11. Prepare necessary technical specifications to accompany water and sewer line relocation construction drawings (assuming that "front-end" bid documents will be MHTD standard) ; and complete water and sewer line relocation construction drawings. 1 of 2 r ATTACFIIdENT "A" AUTHORIZATION NO. 4 DETAILED SCOPE OF SERVICES (Continued) 12. Submit completed water and sewer line relocation drawings to MfiTD and to appropriate other utility companies for final review/comment and coordination with roadway work and other utility relocations. 13. Submit completed water and sewer line relocation drawings to OWNER for final review/comment. 14. Obtain Nt�iTD's review comments on completed water and sewer line relocation drawings and specifications; then incorporate appropriate revisions into drawings and specification bid set. 15. Obtain other utility companies' review comments on completed water and sewer line relocation drawings and specifications; then incorporate appropriate revisions into drawings and specification bid set. 16. Obtain OWNER's review comments on completed water and sewer line relocation drawings and specifications; then incorporate appropriate revisions into drawings and specification bid set. 17. Prepare engineer's estimate of cost to construct water and sewer line relocation package. 18. Transmit completed water and sewer line relocation drawings and specification bid/construction packages, as well as engineer' s estimate to OWNER for OWNER' s submittal to MHTD for inclusion with highway construction bid package and/or other use. It is assumed that two water and sewer line relocation bid/construction packages will have to be prepared - one for work that will be reimbursable by MfiTD and the other for work that will not be reimbursable (i.e. , where the conflicting water and/or sewer line are within existing state R.O.W. ) . 19. Administer/manage above tasks (including quality control activities) . By: Burns & McDonnell June 3, 1994 2 of 2 __�; N O O N N N (O N at N N N a � � `� U. > O O O O O O O O O O O O t0 10 �'.F.':'LO: N f7 C� N O .V'�,',��,V'. a � ' o 0 0 0 0 0 0 0 0 0 0 0 0 0 a. >:,a. 3 wl'� _ <':<3 d � t,;; O O O O O O O O N O O O O N N �';,J p d y � v W d d � � o 0 0 0 0 0 0 0 0 0 0 0 0 0 � �' a¢ � J y w w •. 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Y >'.92 z V �6 � ° c ro � a W C 2 EV V N °- U � °y' � � a o�i aLU � wK w N � ° ° .4� o o > > � O E � a�6 �n � W V Y � '� -- y p Q m � vi c °� d m F- e �� •E '' � •E « y F g � o � � � � V ix 0 N � O d O C LL W 3 .N :� 0 \ N L � N � V .� ~ W � E � y Q ~ y ¢ O J .) � O y �p O •j F- N N O O � C F- Q � m rn y S �' mH « Q � a � C O � 'u, °� ° c 3� d :° a E �o � a u°�, Q o W I H a ° L �' m 'o F- 3 '- � � U � E � � F- O � - � ,°� �� o = y � o � � C? w ¢ �? � Z a vi � Y� c o � � o � U � � � EI � G H � c°� v v io � �?? > u' o rn o �' Fa- `� � E N Iw- � w a O � �'pr � � � E 3 X y y �-p '` OF ,a`? U Q � V F- - 2 d � � o o d �S c ci & � a F. y � c °s `- E � � O a°�i . ,a`_, � , � y m o E ._ E w E E :° m a� w _ � o � .� c o 0 3 m' a�i a�i d 3 o a� � m U Q �y � � m r E y 3 d ; � y �' O .4 � �y � .4 0 � y d � c H :� `° � •E � � c y°a a ` °� c E E - — ; '� E y �y � t h E ,a`? 'v,� °°� � c °��^ ` A: � � c ; o�i d • a a a c 3 0 o c � � o c N � c v m .�i > > :9 a o > :° �a a E o a d d d � d o m a c d v 2 O ¢ O � O a U � O ii a Q y W Q Z y Q s �- t� r� v in �o r� co rn � � � � W m y a g � x W •a ., .� CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 5 For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri (hereinafter called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPFi This Authorization No. 5 covers services involved in performing detailed design engineering, preparing bid documents (drawings and specifications) , and providing construction-phase design engineer services related to the implementation of the recommendations contained in April 1994 Report on Study of Raw Water Supply Reliability Enhancement Methods prepared by ENGINEER for OWNER's application to the Economic Development Administration (EDA) for a grant to improve the reliability of the OWNER's existing Cape Rock water treatment plant raw water intake system; and/or other related improvements intended to achieve the same purpose (such as the development of an alluvial well field to provide an alternative to Mississippi River water as the source of supply for the Cape Rock water treatment plant) . Specifically, ENGINEER will provide all services as reasonably necessary for the successful prosecution of this project, including consultations, surveying, soils investigations, design, supervision, travel, bid document preparation, scheduling, part-time construction surveillance, shop drawing review, record drawing preparation, contractor payment request review, Operation & Maintenance manual development, and incidental costs. All of these services will be oriented toward the goal of creating a final project in accordance with the intent of the Grant Agreement between the OWNER and EDA. The detailed description of the anticipated initial phase scope of services is presented in Attachment "A��, hereto. It should be noted that only an initial phase scope (related to the design of a standby power generation system for the existing Cape Rock Plant and raw water intake) is defined at this time because the remaining scope of work desired by the OWNER is still under determination, pending the outcome of well field studies that have been delayed by high river conditions in the study area. This Authorization No. 5 definitely contemplates the design of additional facilities to enhance the reliability of the Cape Rock Plant, once the exact nature of the additional work has been defined. II. TIMS OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete the initial phase of services described herein, in a timely fashion to permit the OWNER to conform with a Project Schedule predicated on the EDA-mandated milestone dates for "Start Construction" and "Complete Construction" (October 4, 1995 and February 4, 1996, respectively) , as extended by EDA in May 1995. 1 of 2 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTHORIZATION NO. 5 It is understood that such completion is contingent on the timely review by OWNER of submittals from ENGINEER, as well as on any delays occasioned by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc. ) . III. COMPENSATION 1. OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a cost reimbursable basis with a maximum (ceiling) amount. 2. Total payment for the initial phase Scope of Services described in this Authorization shall not exceed the maximum of Thirteen Thousand Dollars ($13,000.) without prior written approval by OWNER. The attached spreadsheet, which is included for information on1v, provides a breakdown of the above maximum amount. IV. SPECIAL PROVISIONS 1. OWNER, EDA, the Comptroller General of the U.S. , or any of their duly authorized representatives shall have access to all records of ENGINEER directly pertaining to project for the purpose of audit or examination for a period of three years after EDA has made final payment to OWNER. 2. ENGINEER shall submit a report to OWNER, at least quarterly, covering the general progress of the job and describing any problems or factors contributing to delay (if any) . AUTHORIZATION BY: CITY OF CAP$ GIRARDEAU, MISSOURI � By: Attest: G� f Ttf I7�AN.9��E-.�° � L►►�G,P�Nk, - Date: �UL y �7 J�� ACCEPTED BY: BURNS & McDONNELL E GI $R N COMPANY, INC. By: Dr. Rober T. Berry, P.E. Vice Pre ident 2 of 2 � �. ATTACE�NT "A" AUTHORIZATION NO. 5 DLTAILI3D INITIAL PHASS SCOPE OF S13RVICES 1. Conduct a site visit to gather further data on current electric power supply conditions / reliability, and to confirm ENGINEER understanding of nature and extent of OWNER-desired improvements. Items to be addressed include, but are not limited to: • location of existing switchgear, transformers, and motor controls for plant and raw water intake equipment • preferred location for improvements (i.e. , strategically-placed diesel-engine-driven generator) to protect new facilities from future flood damage and most efficiently serve electrical loads � necessary capacity of equipment to provide an adequate emergency standby source of power for intake pumps and critical plant systems to prevent service interruption during flood events. 2. Develop a detailed conceptual design for the above-determined diesel- engine-driven generator (including Design Basis Memorandum and preliminary installation sketches) , and submit eight (8) copies of this conceptual design to OWNER for review. 3. Following achievement of consensus on conceptual design, prepare draft (preliminary) construction drawings and specifications, and submit eight (8) copies of draft drawings and specifications to OWNER for review. 4. Develop Construction Sequencing Plan (CSP) to define approach to modifying existing water treatment plant facilities while maintaining full production operations, and submit draft CSP to OWNER for review. 5. Following receipt of OWNER's review comments on draft drawings and specifications, complete drawings and specifications for bidding purposes. 6. Prepare engineer's estimate of cost to construct facilities defined by competed drawings and specifications. [Note: In the event that engineer's estimate forecasts construction cost in excess of the amount allocated in the grant, OWNER shall be responsible for deciding (in consultation with the ENGINEER) whether to initiate design modifications to reduce cost or to locate additional funding sources. If redesign-to-cost approach is selected, costs of such redesign will be subject to extra compensation provisions of agreement between OWNER and ENGINEER.] 7. Submit eight (8) copies of completed drawings and specifications and cost estimate to OWNER for review and for OWNER's transmittal of those documents to EDA Project Officer for approval. 8. Incorporate appropriate OWNER and EDA review comments, finalize bid documents, and transmit original documents to OWNER for use in soliciting construction bids. 9. Administer/manage above tasks (including quality control activities) . By: Burns & McDonnell June 21, 1995 1 of 1 .. � .� � 000cooroaooa .- ovN 'U':;Ui --O O O fD O t0 O O O t0 O O N O — « f+��: a � � U � o a 0 rn U p� V ��;::��O O O O O O O O O O O O O O � ^ o '<:vr' � . 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(hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPFs This Authorization No. 5 authorizes additional compensation for additional services involved in performing detailed design engineering, preparing bid documents (drawings and specifications) , and providing construction-phase design engineer services related to the implementation of the recommendations contained in April 1994 Report on Study of Raw Water Supply Reliability Enhancement Methods prepared by ENGINEER for OWNER's application to the Economic Development Administration (EDA) for a grant to improve the reliability of the OWNER's existing Cape Rock water treatment plant raw water intake system; and/or other related improvements intended to achieve the same purpose (such as the development of an alluvial well field to provide an alternative to Mississippi River water as the source of supply for the Cape Rock water treatment plant) . Specifically, ENGINEER will provide all services as reasonably necessary for the successful prosecution of this project, including consultations, surveying, soils investigations, design, supervision, travel, bid document preparation, scheduling, part-time construction surveillance, shop drawing review, record drawing preparation, contractor payment request review, Operation & Maintenance manual development, and incidental costs. All of these services will be oriented toward the goal of creating a final project in accordance with the intent of the Grant Agreement between the OWNER and EDA. The detailed description of the anticipated initial-phase scope of services is presented in Attachment "A" to Authorization No. 5 (related to the design of a standby power generation system for the existing Cape Rock Plant and raw water intake) . This Authorization No. 5A covers the design of the additional facilities to enhance the reliability of the Cape Rock Plant (intake structure physical protection, intake pump modifications, and intake line reliability enhancement) contemplated under the original Authorization No. 5, and as presented in Attachment "A-A", hereto. II. TIME OF S�RVICE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete this second phase of services described herein, in a timely fashion to permit the OWNER to conform with a Project Schedule predicated on the EDA-mandated milestone dates for "Start Construction" and "Complete Construction" (October 4, 1995 and February 4, 1996, respectively) , as extended by EDA in May 1995. 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' � I � � : � A ' ^ ao _ -------- --- CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 5A It is understood that such completion is contingent on the timely review by OWNER of submittals from ENGINEER, as well as on any delays occasioned by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc.) . III. COMPENSATION 1. OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a cost reimbursable basis with a maximum (ceiling) amount. The attached spreadsheet, which is included for information onlv, provides a breakdown of the above maximum amount. 2. Total additional payment for the second-phase Scope of Services described in this Authorization No. 5A shall not exceed the maximum of Sixty-Seven Thousand Dollars ($ 67, 000.) without prior written approval by OWNER. This brings the total maximum fee billable for Authorization Nos. 5 and 5A to $ 80, 000. IV. SPFsCIAL PROVISIONS 1. OWNER, EDA, the Comptroller General of the U.S. , or any of their duly authorized representatives shall have access to all records of ENGINEER directly pertaining to project for the purpose of audit or examination for a period of three years after EDA has made final payment to OWNER. 2. ENGINEER shall submit a report to OWNER, at least quarterly, covering the general progress of the job and describing any problems or factors : contributing to delay (if any) . AUTHORIZATION BY: CITY OF CAPE GIRARDSAII, MISSOIIRI � 7 gy: � �<it.� Attest: �D j^ Date: ��0 '�� ACCEPTED BY: BIIRNS & McDONNELL FsNGINSERING COMPANY, INC. By: . Dr. Rob rt T. Berry, P. . Vice President 2 of 2 4 ATTACHMSNT "A-A" AUTHORIZATION N0. 5A DETAILED SECOND-PHASB SCOPE OF SERVICES 1. Conduct a site visit to gather further data on current intake structure and pump conditions / reliability, and to confirm ENGINEER understanding of nature and extent of OWNER-desired improvements. Items to be addressed include, but are not limited to: • elevation and location of existing pumps and motor controls, piping, chemical feed systems, and critical structural components of raw water intake structure to determine necessary improvements to protect against water damage from high river levels entering intake structure. • preferred methodology for twin-pipe slip-lining of existing raw water intake structure, to minimize disruption of operation of water intake. • preferred location for proposed intake conduit bar screen to protect intake pumps from internal damage due to excessive debris present in the river during flood events entering intake pumps, and modifications to existing intake pumps to improve abrasion resistance. • preferred methodology and location for proposed intake conduit backflush and zebra mussel control systems. 2. Develop a detailed conceptual design for the above-determined improvements (including Design Basis Memorandum and preliminary installation sketches) , and submit eight (8) copies of this conceptual design to OWNER for review. 3. Following achievement of consensus on conceptual design, prepare draft (preliminary) construction drawings and specifications, and submit eight (8) copies of draft drawings and specifications to OWNER for review. 4. Develop Construction Sequencing Plan (CSP) to define approach to modifying existing water intake facilities, while maintaining full production operations, and submit draft CSP to OWNER for review. 5. Following receipt of OWNER's review comments on draft drawings and specifications, complete drawings and specifications for bidding purposes. 6. Prepare engineer's estimate of cost to construct facilities defined by competed drawings and specifications. [Note: In the event that engineer's estimate forecasts construction cost in excess of the amount allocated in the grant, OWNER shall be responsible for deciding (in consultation with the ENGINEER) whether to initiate design modifications to reduce cost or to locate additional funding sources. If redesign-to-cost approach is selected, costs of such redesign will be subject to extra compensation provisions of agreement between OWNER and ENGINEER.] 7. Submit eight (8) copies of completed drawings and specifications and cost estimate to OWNER for review and for OWNER's transmittal of those documents to EDA Project Officer for approval. 8. Incorporate appropriate OWNER and EDA review comments, finalize bid documents, ancj transmit originals to OWNER for use in soliciting construction bids. 9. Administer/manage above tasks (including quality control activities) . By: Burns & McDonnell August 30, 1995 1 of 1 , � ' �-�� O N O �D O oD N O O N N O a �O .�.�'�',J�. � :V�..�....U�.. C �.J. 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St. Louis, Missouri In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri (hereinafter called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE This Authorization No. 6 covers services involved in performing a bench-scale study of the Cape Rock Water Treatment Plant (WTP) to determine the optimal type and dosage of coagulant for use to achieve compliance with current and proposed regulations regarding Total Organic Carbon (TOC) removal and Trihalomethane (THM) formation. Specifically, ENGINEER will conduct jar testing during three different time periods (representing three different seasons) and analyze test results for three different types of coagulant for each time period. Test results will be evaluated and recommendations for treatment modifications will be developed and summarized in a report. A more definitive description of the scope of services anticipated to be completed in order to accomplish this conceptual design is presented in Attachment "A" . II. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete the initial phase (for the summer/fall time period) of services by no later than six (6) weeks following said NTP; in order that the results from this study can be incorporated (at least prelimir�arily) into a parallel study of Cape Rock WTP expansion alternatives, being conducted under another Authorization. It is understood that such completion is contingent on the timely review by OWNER of submittals from ENGINEER, as well as on any delays occasioned by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc.) . 1 of 2 . . ,,. CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 6 III. COMPENSATION 1. OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a cost reimbursable basis with a maximum (ceiling) amount. 2. Total payment for the Scope of Services described in this Authorization shall not exceed the maximum of Thirty-nine Thousand Dollars ($39, 000. ) without prior written approval by OWNER. AUTHORIZATION BY: CITY OF CAPE GIRARDEAII, MISSOIIRI gy; �r7 Attest: t Date: ��=��j� ACCEPTED BY: SURNS & MCDO LL NGINESRI ObSPANY, INC. By: • Dr. Rob rt T. Berry, P.E. Vice esident 2 of 2 � ' . -"V ATTAC�NT "A" AIITHORIZATION NO. 6 DETAILED SCOPE OF SERVICES I. Perform Jar Testing a. With the assistance of the OWNER, ENGINEER will examine historical WTP operating records regarding raw water turbidity, pH, TOC, THM; filter effluent turbidity; finished water pH; and other pertinent water quality parameters. b. ENGINEER will conduct on-site testing at the WTP of the current raw water source during the summer/fall, winter, and spring seasons using bench-scale jar testing techniques. Ground water from the proposed alluvial well field will also be tested during one of the above seasonal periods. Jar tests will be completed using the mixing intensities and settling times that correspond to current WTP practice. Jar testing will be performed using alum, ferric chloride, and polyaluminum chloride, in turn; and using varying dosages of said coagulants, with differing pH ranges. c. Parameters that will be measured during the jar testing will include: turbidity, W absorption, 7-day THFMP, total and dissolved organic carbon, particle counts, pH, and other parameters (as appropriate) to assess the relationship between coagulation process changes and other Surface Water Treatment Rule regulatory concerns. II. Report Findings a. ENGINEER will submit an interim, letter-style report following the completion of each seasonal test period; summarizing the test procedures used, results obtained, and conclusions/recommendations drawn to OWNER for review and comment. b. ENGINEER will meet with OWNER to discuss each interim report, and to reach consensus on the test protocol for the next seasonal test period. c. ENGINEER will prepare, and submit to the OWNER, a final summary report encompassing all three test periods, all test results, all evaluations, and recommendations. d. Final report shall describe the implications of the test results and evaluations on the current and future operations/facilities of the WTP; and provide a budget-level estimate of the anticipated additional capital and O & M costs that will be incurred by the WTP in order to achieve compliance with both current and proposed TOC and THM regulations. In addition, this report will address the potential relationship of ineasures designed to assure compliance with TOC and THM regulations with D/DBP and other Surface Water Treatment Rule regulatory concerns. * * * * * By: Burns & McDonnell September 15, 1995 Revised: September 27, 1995 1 of 1 � . = CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 7 For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri (hereinafter called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER) , OWNER hereby authorizes ENGINEER to proceed with the following services: I_. SCOPE This Authorization No. 7 covers services involved in developing a conceptual design study to determine the most cost-effective means of expanding the existing 4.5 MGD design capacity Cape Rock water treatment plant to a design capacity of 10 MGD; and upgrading the performance capability of the plant to promote consistent compliance with anticipated proposed regulations. Specifically, ENGINEER will prepare a report which summarizes the results of a detailed evaluation of feasible improvement alternatives and outlines a practical administrative/financial approach to implementing the recommended improvements. In addition, ENGINEER will provide technical and other assistance relative to the promotion of a bond issue election to finance these improvements, as reasonably requested by OWNER. A more definitive description of the scope of services anticipated to be completed in order to accomplish this conceptual design is presented in Attachment "A�� . II. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete these services by no later than January 31, 1996 �(assuming receipt of NTP by no later than October 5, 1995) ; in order that OWNER can utilize the conclusions and recommendations from this study to convince the public of the need for and value of these improvements to the water system. It is understood that such completion is contingent on the timely review by OWNER of submittals from ENGINEER, as well as on any delays occasioned by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc.) . 1 of 2 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AIITHORIZATION NO. 7 III. COMPENSATION 1. OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a cost reimbursable basis with a maximum (ceiling) amount. 2. Total payment for the Scope of Services described in this Authorization shall not exceed the maximum of Sixty-Three Thousand Dollars ($63, 000. ) without prior written approval by OWNER. AUTHORIZATION BY: CITY OF CAPE GIR.ARDSAII, MISSOIIRI G� i� �� / / � %� gy; , Attest: Date: ��`>�� ACCEPTED BY: BIIRNS & McDONNSL SN INSSRIN C PANY, INC. By: ' Dr. Robe t T. Berry, .E. Vice Pr sident 2 of 2 ATTACHMSNT "A" AIITHORIZATION NO. 7 DETAILED SCOPE OF SERVICES l. Conduct site visits, as necessary, to gather data on the current operating conditions at the Cape Rock water treatment plant (WTP) , as well as to evaluate the physical condition of existing equipment and structures (for continued serviceability) ; and to obtain a clearer understanding of the nature and extent of OWNER-desired modifications. 2. Obtain information regarding the availability, cost, and suitability of adjacent properties potentially usable for facilities' expansion. "Desk-top" geotechnical evaluations may be performed (if necessary) ; but no underground exploration would be conducted for this level of evaluation. Minimal degree of field land surveying may be necessary to determine topographic relationships, if existing topography is not readily available. 3 . Obtain information regarding the availability and cost of additional service from other utilities (i.e. ; electric, gas, sewer, etc. ) that would be required to properly serve the expanded WTP. 4. Develop a brief summary of the apparent impact of pending drinking water regulations on the treatment capability needed for compliance by the expanded WTP. 5. Prepare a brief summary of the historical (and anticipated) quality of the raw water potentially taken in by the Cape Rock WTP for treatment - both surface and ground water. 6. Identify four or five technically feasible alternative approaches for expanding the existing WTP; and perform preliminary "screening" of alternatives to determine any that could be readily eliminated. 7. Prepare a brief Design Basis Memorandum (DBM) to define flows, raw and finished water quality parameters, and other design criteria (or constraints) that will serve as the basis for completing this conceptual design study; then submit this DBM to the OWNER for review. 8. Following achievement of consensus on the DBM, evaluate the relative merits of each of the identified alternative plant expansion approaches, with respect to the following key factors: • life cycle cost (both capital amortization and O & M costs) • treatment performance capability and reliability • impacts on surrounding environment • conservation of available space • technical ease of operation 9. Also, determine and evaluate the relative merits of alternatives for upgrading certain existing plant unit operations (in order to make these unit operations compatible with the expanded plant's other facilities, serviceable for the life of the expanded plant, and compliant with the regulations) , with respect to the following key factors: • life cycle cost (both capital amortization and O & M costs) • treatment performance capability and reliability � impacts on surrounding environment • conservation of available space • technical ease of operation 1 of 2 AIITHORIZATION NO. 7 DETAILED SCOPE OF SERVICES (Continued) 10. Analyze the results of the above evaluation of the identified alternatives, and select one to three recommended approach(es) for optimum expansion of the existing WTP; then submit the list of recommended approach(es) to the OWNER for concurrence prior to developing detailed implementation plan(s) . 11. Develop detailed implementation plans (including life cycle cost estiamtes) for the recommended plant expansion and upgrade approach(es) , including the following work products needed to adequately define the recommended approach(es) for the expanded WTP: • piping & instrumentation diagrams (P & ID's) • site layout drawing • major equipment arrangement drawings • written operation and control philosophy description • electrical one-line diagram • preliminary construction sequence plan (to avoid disruption of existing WTP operations during construction of expansion improvements) 12. Prepare a draft report briefly summarizing the major results of the performance of the above tasks; then submit the draft report to the OWNER for review. 13. Incorporate appropriate OWNER review comments, finalize report, and transmit to OWNER for use in promoting the popular election that will likely be necessary to fund these improvements. 14. Administer/manage above tasks (including quality control activities) . * * * * * By: Burns & McDonnell September 15, 1995 Revised: September 27, 1995 2 of 2 - , �,. 100 % EMPlOYEE •OWNED � � � � 1 ' ENGINEERS•AA(HIiE(iS•(ONSUl1ANiS June 16, 1995 Mr. Kensey Russell, P.E.,City Engineer City of Cape Girardeau 401 Independence St. P. O. Box 617 Cape Girardeau, MO 63702-0617 Notice of Annual Update of Schedule of Hourly Billing Rates Project Numbers 94-159-4-001, -004, -005 & -006 Dear Mr. Russell: Annually, Burns & McDonnell revises our Schedules of Hourly Billing Rates to reflect changes in our salary structure. These changes become effective on June 1 of each year. In accordance with our Agreement for Professional Services, attached is the revised rate schedule (effective until May 31, 1996) that will now be applicable to our services performed for the City of Cape Girardeau for the project number(s) referenced above. Please understand that this change in no way affects other contractual arrangements within our Agreement, for example the maximum fee. If you have any questions or concerns regarding this matter, please contact me. We greatly appreciate the opportunity to continue to serve the Ciry of Cape Girardeau. Sincerely, �� . �� Leo A. Ebel, P.E. Project Manager cc: R. Berry D. Stephens Proj. File _ 3701 South Lindbergh Boulevord,Sl.Louis,Missouri 63127 Phone(314J 811-9016 Fax(314J 811-5406 ln��l��G: 1�y ' Burns & McDonnell Engineering Company, inc. Schedule of Hourly Professional Service Billing Rates Po�itio� Classification Houriv Classification Level Billing Rate General Office` 1 $ 14.00 2 15.00 3 20.00 Technician' 4 22.00 5 26.50 6 31.00 Assistant' 7 35.00 8 49.50 9 56.00 Staff' 10 61.50 . 11 67.00 Senior 12 73.00 13 81.00 Associate 14 89.50 15 93.00 Principal 16 96.50 17 99.00 Notes 1. Position Gassifications listed above refer to the firtn's intemal ctassfiption system for employee compensation. For example, "Associate,""Senior,"etc.,refer to such positions as"Associate Engineer,""Senior Architect,"etc. 2. The hourly rates shown above are effective for services through May 31, 1996,and are subject to revision thereafter. 3. For any nonexempt personnel in positions mariced with an asterisk(7, overtime will be billed at 1.5 times the hourly labor billing rates shown. 4. Projed time spent by corporate officers will be billed at the Prinapal rate(Level 17)plus 25 percent. 5. Monthly statements will be submitted for payment covering services and expenses during the preceding month. Farm BMR895 .1 � � Z � � -- + � I _ l AMENDMENT NO. 2 To AGREEMENT For PROFESSIONAL ENGINEERING SERVICES For CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM IMPROVEMENTS � With BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with Section 7.5 of the AGREEMENT For PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri (hereinafter called OWNER) and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER), said Agreement shall hereby be amended to incorporate the following additional provisions associated with the funding, land acquisition, design, construction and start-up of facilities for the upgrade and expansion of the Cape Rock Water Treatment Plant and Alluvial Well Field (the Project). These facilities will be for expansion of the water plant treatment capacity from 4.5 mgd to 10.0 mgd and for an alluvial well field of 7.5 mgd minimum capacity as based on prior investigation and reports previously provided by ENGINEER. The upgraded and expanded water plant will be suitable for lime softening of groundwater from the alluvial well field or surface water from the existing Mississippi River intake or any combination thereof. 1.3 ENGINEER shall provide the following services as associated with design, construction, and start-up of the Cape Rock Water Treatment Plant and the Alluvial Well Field to supply water to the Cape Rock Water Treatment Plant: 1.3.1 In providing these services, ENGINEER will perform, as a minimum, the tasks identified in Attachment A. 1.3.2 Prepare a State Revolving Loan Fund(SRF) application and a Facility Plan describing the planned improvements at the Cape Rock Water Treatment Plant and associated well field. This report will be for the purpose of providing the Missouri Department of Natural Resources (MDNR)a document which presents the planned improvements and from which they will prepare a Finding of No Significant Impact(FNSI) for the planned improvements. This Facility Plan will , . ' �� ` , ��• � _ � ' _ � ' be prepared from data, information, conclusions, and recommendations compiled in the "Cape Rock Water Treatment Plant Expans'ion Conceptual Design Study, August 1996" as prepared under Authorization No. 7 and the "Phase II Alluvial Well field Study, July 1996" as prepared under Authorization No. 3A. Information will be added regarding the environmental impact expected to result from construction and operation of the water treatment and well water supply facilities. This information will only be to the extent normally expected to be � required from which MDNR may prepare a FNSI. No special assessments, investigations, wet land determinations, or other such laborious or expensive tasks will be performed under this Amendment. ENGINEER will provide OWNER eight copies of the Facility Plan. ENGINEER will meet with MDNR and OWNER at MDNR offices as necessary for the Facility Plan and SRF application to be accepted. ENGINEER will conduct a public hearing presenting the final report. 1.3.3 ENGINEER will provide cost estimates, project scheduling, and project scope data to OWNER's Financial Consultant if needed far financing the project improvements. It is not anticipated that any reports will be required beyond those which have already been prepared or are to be prepared for the project. 1.3.4 ENGINEER will provide land surveying services associated with acquisition of the alluvial well field site and expansion of the water plant as planned under the "Cape Rock Water Treatment Plant Expansion Conceptual Design Study". ENGINEER will also accompany OWNER to meetings with owners of the property which OWNER is negotiating to obtain, if directed by OWNER. 1.3.5 ENGINEER will provide design services associated with the upgrade and expansion of the Cape Rock Water Treatment Plant and construction of the Alluvial Well Field. These design services will be for expansion of the plant to 10.0 mgd of treatment capacity and 7.5 mgd of well field capacity. The design services will be for preparation of four contracts as described in Attachment B to this Amendment No. 2. L�N�C\CAPEGIR\CAPEROCK�AMEND2.WPD Paoe'2 ( Z �r � _r 1 / { `� { 'A� � � r � r 1.3.10 ENGINEER will provide Resident Project Representative Services during construction as required by Article 3.2. These services will be provided by one qualified Resident Project Representative and one part-time office clerk. The OWNER will provide up to two daily field representatives as required by the Resident Project Representative depending on construction activity. The field office, furnishings and utilities (excluding long distance telephone service) for use by the Re�ident Project Representative and staff will be provided by Construction Contract CR-3. The ENGINEER will also provide a geologist on site full time when the water supply wells are being drilled, tested, and sealed under Construction Contracts CR-1 and CR-2. The geologist will use field office space provided by Construction Contracts CR-1 and CR-2. 1.3.11 ENGINEER will provide design services for construction of a PLC system for automatic control of the water plant , alluvial well field, and existing intake facilities. PLC programming for operation of the completed water plant upgrade and expansion and the well field will be provided by OWNER. 5.4 ENGINEER Services shall be completed for each category of service as follows: 5.4.1 SRF Application& Facility Plan shall be submitted to MDNR within 90 days after authorization of Amendment No. 2. 5.4.2 Contract CR-1 documents will be submitted to MDNR for approval within 100 days after authorization of Amendment No. 2. 5.4.3 Contract CR-2 documents will be submitted to MDNR for approval within 340 days after authorization of Amendment No. 2. 5.4.3 Contract CR-3 documents reflecting 100% design completion will be submitted to MDNR for approval with 240 days after authorization of Amendment No. 2. 5.4.4 Post-construction Phase services will be completed within 90 days after placing the water treatment plant facilities into operation. I:VvIK\CAPEGIR\CAPEROCKWMEND2.WPD Page-4 � 1 � i � T i f � ��,7 r � � � � c The design services will be provided in accordance with Section 2-BASIC SERVICES OF ENGINEER, with the understanding that the concept development has been provided under Authorizations No. 3A and No. 7. Also, it is understood that altemative solutions referenced under the Schematic Planning Phase have also been provided under previous authorizations except as may come about in evaluation of specific features related to the detailed design of individual facilities. . A list of drawings and specification sections which will be prepared by ENGINEER is included in Attachment C. Other drawings and specifications will also be prepared if required for a complete set of bidding documents for the Project. Primary structures, major items of equipment and major instruments which will be incorporated into the project design are included in Attachments D, E, and F, respectively. ENGINEER will provide design services for other miscellaneous structures, items of equipment, and instruments as required to provide a complete water plant facility suitable for automatic operation with the exception of sludge thickening and/or dewatering facilities. 1.3.6 ENGINEER will provide surveying, aerial photography and mapping, and geotechnical services associated with design of the Project. 1 3.7 ENGINEER will provide Bidding-Phase services as required by Article 2.6 for each of the contracts described in Attachment B and will print and distribute bidding documents, coordinate with the City in bid advertisements, conduct a prebid meeting for Contract CR-3 only, issue addenda and attend bid openings if OWNER desires. 1.3.8 Engineer will provide construction phase engineering services as required by Article 2.7. 1.3.9 ENGINEER will provide Post-Construction Phase Services as required by Article 2.8. In addition to the services listed, ENGINEER will microfilm key project documents after construction is complete and final payment has been made to the Contractor. Drawing originals will be turned over to the Owner along with one (1) set of CADD disks. ENGINEER will retain microfilm of records and may destroy all originals of project records not otherwise turned over to OWNER. C�MIC\CAPEGIR\CAPEROCKWMEND2.WPD Page- 3 p + �a �v � . � c t i � 6.3 Compensation to ENGINEER for services provided under this Amendment No. 2 shall not exceed One-Million-Eight-Hundred-Eighty-Five thousand Dollars ($1,885,000). - Attachment G presents a breakdown of this amount. This compensation is based on a maximum of 370 working days of Resident Project Representative effort and a maximum of 150 working days of field geologist effort over and above which ENGINEER shall be entitled to additional time and compensation as mutually agreeable. Invoicing and payment for services will be per Section 6�of the original contract. A . CITY OF CAP GIRARDEAU, MISSOURI B Attest: ate: �-��- 97 ACCEP ED OR: BURN & cD0 E L GINEERING COMPANY, INC. , By: ' Attest: Dr. Robe T. Berry, P.E. Vice Presi ent �:v�uc�cnPEc�x�c.aPExocx�xnz.wpo Page-5 / T ��t �� ` �� i y t ATTACHMENT A Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Lists of Tasks Property Acquisition Phase 1. Engineer will provide site plans, survey information, and other design documents � as needed by the City for negotiatiohs with property owners. Plant Site Geotechnical Investigation 1. Select soil boring locations based on structures layout. Based on site layout from previous investigation and reports, 34 test borings will be advanced. 2. Conduct subsurface investigation and laboratory testing of collected soil samples. 3. Analyze all data collected during the subsurface investigation and provide foundation design criteria for the proposed structures. 4. Assemble all subsurface investigation data, lab testing data, and engineering analyses and recommendations into a final geotechnical report. Facility Plan and SRF Financing Assistance 1. Contact MDNR to obtain info on SRF program for water treatment facilities, inquire into feasibility of this funding mechanism and verify application requirements for water treatment facilities. 2. Prepare Facility Plan in accordance with MDNR requirements for the proposed improvements to the Cape Rock Water Treatment Plant. Basis for this Facility Plan will be information generated in the August 1996 Conceptual Design Study. 3. Complete SRF pre-application. 4. Submit Facility Plan to Owner for review. 5. Receive Owner review comments and incorporate into Facility Plan. 6. Submit Facility Plan and Alluvial Well Field Study report (prepared under a previous authorization) to MDNR. mk\cape\caperock\task.lst 1 � r ' i ` � � � � r ' � r � , ATTACHMENT A Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction, Lists of Tasks (continued) 7. Assist the City with conducting a public hearing on the Facility Plan and prepare record of hearing proceedings. , 8. Receive Facility Plan and Alluvial Well Field Study review comments from MDNR. Incorporate comments and resubmit to MDNR if necessary, then issue final Facility Plan and Alluvial Well Field Study Report. 9. Prepare SRF application and initial agency clearance documents and submit to MDNR. 10. Address agency and MDNR questions and coordinate obtaining agency clearances and approval of SRF application. Well Drilling Project Phase I 1. Prepare and obtain U. S. Army Corps of Engineers permit application and other agency clearance requirements for construction of the alluvial well field. 2. Develop preliminary hydraulic model of alluvial well field discharge piping system and preliminary piping and well field layout. 3. Prepare Phase I well drilling contract (Contract CR-1) documents for the installation of 10 alluvial wells. 4. Submit well drilling contract documents to Owner for review. 5. Receive Owner review comments on well drilling contract documents and incorporate comments. 6. Submit well drilling contract documents to MDNR for review and approval. 7. Receive MDNR review comments on well drilling contracts, incorporate comments, and resubmit if necessary; then issue final contract documents for bidding. 8. Advertise contract for bid, issue addendum(s) as necessary, address bidder's questions, assist Owner with bid opening, evaluate bids and prepare recommendation for award of contract. mk\cape\caperock\task.lst 2 f f f �, r � ; f ' ) �` � ATTACHMENT A Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction, Lists of Tasks (continued) 9. Submit award documents to Owner to award contract subject to MDNR approval. Submit award documents to MDNR for approval. 10. Prepar� and distribute award documents to selected contractor and issue notice to proceed. 11. Provide on-site geologist to oversee drilling operations for test borings. 12. Design well screen and well head. 13. Oversee installation of full size production wells and pumping tests on each well by contractor and evaluate well hydraulic capacity for pump sizing. 14. Prepare a written report summarizing well drilling activities and submit to Owner for review. Receive Owner review comments and incorporate into report. 15. Finalize well field discharge piping layout and hydraulic design. Well Pump Procurement Phase I 1. Prepare pump procurement contract documents and submit to Owner for review. 2. Incorporate Owner review comments and submit contract documents to MDNR for review. 3. Receive MDNR review comments on pump procurement contract, incorporate review comments, resubmit if necessary, and then issue final contract documents for bidding. 4. Advertise contract for bid, issue addendum(s) as necessary, address bidder's questions, assist Owner with bid opening, evaluate bids and prepare recommendation for award of contract. 5. Submit award documents to City to award contract subject to MDNR approval. Submit award documents to MDNR for approval. 6. Prepare and distribute award documents.to selected pump supplier and issue notice to proceed with fabrication of pumps. mk\cape\caperock\task.lst 3 . , t � � `, . � , � r � , � . ATTACHMENT A Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction, Lists of Tasks (continued) 7. Review supplier shop drawings for pump fabrication and testing. Well Drilling and Pump Procurement Project Phase II 1. Evaluate well field performance from Phase I well field operation data, review well design and adjust as necessary. . 2. Prepare Phase II combined well drilling and pump procurement contract documents for the installation of 5 alluvial wells and associated well pumps. 3. Submit well drilling and pump procurement contract documents to Owner for review. 4. Receive Owner review comments on well drilling and pump procurement contract documents and incorporate Owner comments. 5. Submit well drilling and pump procurement contract documents to MDNR for review and approval. 6. Receive MDNR review comments on contract documents, incorporate review comments and resubmit if necessary, then issue final contract documents for bidding. 7. Advertise contract for bid, issue addendum(s) as necessary, address bidder's questions, assist Owner with bid opening, evaluate bids and prepare recommendations for award of contract. 8. Submit award documents to City to award contract subject to MDNR approval. Submit award documents to MDNR for approval. 9. Prepare and distribute award documents to selected contractor and issue notice to proceed. 10. Provide on site geologist to oversee drilling operations for test borings, well installation, and pump testing. mk\cape\caperock\task.lst 4 t � h + �� I t � - � � . . ATTACHMENT A Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction, Lists of Tasks (continued) Treatment Plant Expansion Project Project Kickoff and Pre�aration of Preliminarv Documents . . 1. Prepare project procedures manual. 2. Conduct project kickoff ineeting with Owner. 3. Conduct and coordinate survey of plant site and well field site, including property boundary survey, control survey, and aerial mapping of plant and well field site. 4. Prepare design basis memorandum and submit to Owner for review. 5. Conduct design kickoff ineeting with Owner. 6. Revise design basis memorandum incorporating Owner comments and issue final document. Preparation of 10% Com�lete Desi�n Documents 7. Prepare preliminary hydraulic profile. 8. Prepare preliminary structures layout. 9. Coordinate geotechnical investigation of plant site. 10. Develop process flow diagrams and process control descriptions. 11. Conduct a 10% complete design review meeting with Owner to discuss the result of tasks 7 through 10. 12. Incorporate review comments from Owner into the hydraulic profile, structures layout, process flow diagrams, process control descriptions, and proceed with preparation of 30% complete design documents. mk\cape\caperock\task.lst 5 f t � � � � •1 �. �. ' � � ATTACHMENT A Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction, Lists of Tasks (continued) Pre�aration of 30% Complete Design Documents 13. Size major process facilities and pipelines, review available process equipment options and determine suppliers for process equipment. ' 14. Prepare 30 % complete civil plans, structural plans, architectural plans, and process plans. See Attachment C for a complete list of drawings and specifications. 15. Develop one-line electrical drawing and determine capacities and physical sizes of major electrical equipment items . 16. Revise site layout based on structural design of process basins. 17. Submit 30% complete design documents to Owner for review and conduct review meeting. 18. Revise process flow diagrams, process control descriptions, major process facility plans, pipeline sizing an routing, structural plans, architectural plans, electrical on-line diagram, and capacities and sizing of major electrical components to incorporate Owner review comments. 19. Submit combined 10% and 30% design documents to MDNR for information only. Incorporate any review comments received from MDNR. Pre�aration of 60% Com�lete Design Documents 20. Prepare 60% complete civil, architectural, structural, process, electrical, mechanical, and instrumentation and controls drawings and specifications. 21. Submit 60% complete design package to Owner and conduct review meeting with Owner and lead design personnel. Pre�aration of 90% Com�lete Design Documents. 22. Incorporate review comments from Owner on 60% completed documents and proceed with preparation of 90% complete plans and specifications. mk\cape\caperock\task.lst 6 :p , F � y� � � c .. .I ATTACHMENT A Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction, Lists of Tasks (continuedl 23. Submit 90% complete design package to owner for review and conduct review meeting with Owner and key design personnel. . Pre�aration of 100 % Complete Design Documents 24. Incorporate owner review comments from 90% review meeting and finalize design documents. 25. Submit 100% complete design documents to MDNR for review and approval. 26. Prepare any additional documents necessary to obtain project approval. 27. Receive MDNR review comments and incorporate into design documents. Resubmit to MDNR if necessary to obtain final approval. Issue design documents for bidding. Cost Estimating 28. Prepare construction cost estimates at the 10%, 30%, 100% design phases. Bid Phase Services 29. Advertise contract for bid, conduct equipment prequalification and contractor prequalification reviews and issue approved equipment list and bidder list, conduct a pre-bid conference, issue addendum(s) as necessary, address bidder's questions, assist Owner with bid opening, evaluate bids and prepare recommendations for award of contract. 30. Submit award documents to Owner to award contract subject to MDNR approval. Submit award documents to MDNR for approval. 31. Prepare and distribute award documents to selected contractor and issue notice to proceed. mk\cape\caperock\task.lst � r � � � � �� . , � 1 ATTACHMENT A Cape Rock Water Treatment Plant Expa�io Ontinueduvial Well Field Construction, Lists of T as Construction Phase Services 32. Provide one full-time resident project representative during construction and office construction administration services to include: observation and monitoring of contractor's work, review of pay estimates, shop drawing review, monthly progress meetings with the contractor and additional coordination meetings as the project requires, coordination of MDNR construction phase inspections, and assistance as needed for initiation of pay request submittals to MDNR for payment under the SRF program• Provide periodic site visits by key design personnel to observe contractors work or resolve conflicts with existing facilities. 33. Provide startup assistance with periodic visits by key design staff as necessary to place the new and rehabilitated process facilities into operation. Provide operation guide that describes the fun st°�°f BasJ°Tfor process op atio g�uide chemical feed systems, and control sy will be expanded versions of the process control descriptions. ;4. Following completion of construcTo ect�and s bmrt tohpwneanded facility, pro duce r e c o r d d r a w i n g s f o r t h e p � 8 Mk\cape\caperock\Task.lst t s . , . , . , � , , , • r ATTACHMENT B - Contract Description Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Contract CR-1 Well Drilling Phase I For each of 10 wells. Drill test bore to determine if selected location and stratum is acceptable. If not, alternate locations shall be selected by Engineer. Drill well bore. Construct and develop well. Conduct well pump test to determine steady state capacity and drawdown impact. Contractor shall provide temporary pump and power source. Submit the results of pump test to Engineer. Seal well for protection until well pump can be installed by Contractor for CR-3. C�MK\CAPEGfR\CAPEROCK\CONTRDES.WPD CD— 1 + � t� � , � � � , � ATTACHMENT B Contract Description Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Contract CR-2 Well Pumps Procurement Phase I Contract documents to be prepared by Engineer to purchase well pumps. The specifications shall be written to bid pumps at unit price at three flow capacities: 400, 500, ar�d 600 gpm, a maximum of 10 pumps total. After Engineer review of well pump test results from Contract CR-1 and completion of hydraulic models of wells and discharge piping system, 10 pumps shall be ordered for Phase I. The pumps to be delivered to site. Contractor for CR-3, shall install pumps for Phase I. Provide start-up services and training. CUvIIC\CAPEGIR\CAPEROCK\CONTRDES.WPD CD-2 * � � � r . . � . • � � . � ATTACHMENT B _ Contract Description Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Contract CR-3 Water Treatment Plant Ex�ansion And Improvements Construct one new 2.75 mgd lime softening treatment train to treat well water, river water, or any combination thereo£ Also, construct new associated facilities requifed for a total of four � treatment trains. Facilities to include: 2 Aeration Towers 1 Primary Flow Splitter(four way) 1 Primary Solids Contact Basin 2 Blend Basins 1 Recarbonation Basin 1 Secondary Flow Splitter(four way) 1 Secondary Flocculation/Sedimentation Basin 14 New Filters, Filter Building, Backwash Pumps 1 Clearwell and High Service Pumps - coordinate work with precast, prestressed tank subcontractor including grading for foundation. 1 Chemical Feed Building Install well pumps, discharge piping, valves, and discharge pipeline from well field to the Aeration Towers at the plant site. Install Phase I Well Pumps procured in Contract CR-2. Conduct start-up of the treatment train. Rehabilitate one 2.25 mgd existing treatment train and convert to lime softening of well water, or river water sources (alternate coagulation of river water). Facilities to include: 1 Existing primary basin rehabilitated and solids contact mechanism installed. 1 Existing primary flocculation basin converted to secondary flocculation basin. 1 Existing secondary sedimentation basin rehabilitated and converted to 2 parallel flow basins 1 Existing secondary flocculation basin demolished and install temporary piping for remaining existing treatment train to be kept in service. Conduct start-up. Rehabilitate 6 existing filters including: Install new underdrains and air scour system. Demolish existing piping system, and install new piping, valves, instrumentation. Install new backwash troughs. Rehabilitate clearwell and install baffle to operate in series with new clearwell. tVdK\CAPEGIR\CAPEROCK\CONTRD6S.WPD CD- 3 � i � . r . . � � . � � . , . ATTACHMENT B Contract Description Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Contract CR-3 Water Treatment Plant ExRansion and Improvements �continuedl Conduct start-up of rehabilitated filters. ' Miscellaneous Tasks: Demolish existing Backwash pumps and High Service pumps. Convert existing chemical storage area to offices and laboratory. Install new motor control center, control panels and PLC control equipment in existing building Rehabilitate remaining 2.25 mgd existing treatment train and convert to lime softening of well water or river water sources (alternate coagulation of river water). Facilities to include: 1 Existing primary basin rehabilitated and solids contact mechanism installed. 1 Existing primary flocculation basin converted to secondary flocculation basin. 1 Existing secondary sedimentation basin rehabilitated and converted to 2 parallel flow basins 1 Existing secondary flocculation basin demolished Conduct start-up. I:�MK\CAPEGIR\CAPEROCK\CONTRDES.WPD CD-4 F j . . , . � � � • • � � � ATTACHMENT B Contract Description Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Contract CR-4 Well Drilling and Pump Procurement Phase II For each of a total of 5 expected wells Contractor shall: (actual number to be determined from CR-1, Well Drilling Phase I, and Phase II well pump test results). ' Drill"test bore to determine if selected location and stratum is acceptable. If not, alternative locations shall be selected by Engineer. Drill well bore. Construct and develop well. Conduct well test to determine steady state capacity and drawdown impact. Contractor shall provide temporary pump and power source. Submit the results of pump test to Engineer. Seal well for protection until well pumps can be ordered and installed under this contract. Furnish and install well pumps. Provide start-up services and training. I:N1K\CAPEGIR\CAPEROCK\CONTRDES.WPD CD- S � , , , � • � ' � ♦ � . i� i ATTACHiVIENT C Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Well Drilling Phase I - Contract CR-1 S�ecification List Specification Title Number Division 0 - Procedural Documents 00020 Advertisement for Bids 00100 Information for Bidders 00300 Bid Form - - Bid Bond 00500 Contract 00610 Performance Bond 00620 Payment Bond 1910-8 Cape Girardeau Standard General Conditions (1990 edition) 1910-7 Cape Girardeau Supplementary Conditions (1990 edition) Division 1 - General Requirements 01010 Summary of Work 01200 Project Meeting, Schedules, and Reports 01300 Submittals 01600 Equipment and Materials 01700 Contract Closeout Division 2 02260 Well Drilling Casing and Well Screen I:�MK\CAPEGIR\CAPEROCK\SPECSCRLWPD PSL- 1 , a � � , , . , . . , , . , ATTACHMENT C Cape Rock Water Treatment Plant Expansion and AlTuvial Well Field Construction Pump Procurement Phase I - Contract CR-2 �ecification List Specification Title Number Division 0 - Procedural Documents 00020 Advertisement for Bids 00100 Information for Bidders 00300 Bid Form - - Bid Bond 00500 Contract 00610 Performance Bond 00620 Payment Bond 1910-8 Cape Girardeau Standard General Conditions (1990 edition) 1910-7 Cape Girardeau Supplementary Conditions (1990 edition) Division 1 - General Requirements 01010 Summary of Work 01030 Alternates 01300 Submittals 01600 Equipment and Materials Division 11 11212 Submersible Well Pumps C4�IIC\CAPEGIR\CAPEROCK\SPECSCR2.WPD PSL- 1 , , . , , � � . . , . . , � ATTACHMENT C Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Water Treatment Plant Expansion and Improvements -Contract CR-3 Specification List Specification Title Number . � Division 0 -Procedural Documents 00020 Advertisement for Bids 00100 Information for Bidders 00300 Bid Form - - Bid Bond 00500 Contract Gu610 Performance Bond 00620 Payment Bond 1910-8 Cape Girardeau Standard General Conditions (1990 edition) 1910-7 Cape Girardeau Supplementary Conditions (1990 edition) Division 1 - General Requirements 01010 Suminary of Work 01030 Alternates 01045 Cutting and Patching 01200 Project Meeting, Schedules, and Reports 01300 Submittals 01510 Temporary Utilities and Facilities 01530 Temporary Barriers and Controls 01590 Field O�ces and Sheds 01600 Equipment and Materials 01700 Contract Closeout Division 2 02200 Site Preparation and Earthwork 42502 Crushed Rock Base Course 02508 Bituminous Prime Coat 02512 Asphaltic Concrete Pavement 02515 Concrete Pavement 02525 Curbs, Gutters, Sidewalks, Median and Paved Drainage 02930 Seeding Division 3 03100 Concrete Formwork 03200 Concrete Reinforcement I:�IvIIC1C?.PEGIR\CAPEROCK�SPECSCRJ.WPD PSL- 1 r , ' . �, � �, r , . . < . ATTACHMENT C Cape Rock Water Treatment Plant Expansion and Alluvial Well Fie1d Construction Water Treatment Plant Expansion and Improvements - Contract CR-3 Snecification List Specification Title i�Tumber • Division 3 continued 03300 Concrete 03480 Concrete Specialities Division 4 04200 Unit Masonry Division 5 05120 Steel 05210 Steel Joists 05311 Metal Floor Deck 05312 Metal Roof Deck 05501 Meta1 Fabrications Division 6 06100 Rough Carpentry 06200 Finish Carpentry 06610 Fiberglass Fabrications 06700 Anchors and Fasteners Division 7 07210 Building Insulation 07270 Firestopping 07620 Sheet Metal Flashing and Trim 07910 Joint Fillers 07920 Joint Sealants Division 8 08110 Hollow Metal Doors and Frames 08305 Meta1 Access Doors 08332 Overhead Coiling Doors 08520 Alutninum Windows 08705 Finish Hardware 08800 Glass and Glazing [�?4K�CAPEGIR\CAPEROCK�SPECSCR�.WPD PSL-2 r � ' , . . � . � , , . , � ATTACHMENT C Cape Rock Water Treatment Plant Expansion and Alluv'ial Well Field Construction Water Treatment Plant Expansion and Improvements - Contract CR-3 Specification List Specification Title . ' Number Division 9 09255 Gypsum Board Assemblies 09310 (Glazed) (Ceramic Mosaic) Wall Tile 09320 Ceramic Mosaic Floor Tile 09510 Acoustic Ceiling Systems 09660 Resilient Floor Tile 09680 Carpeting 09900 Protective Coatings ' i ivision 10 10150 Toilet Compartments 10200 Architectural Louvers 10440 Specialty Signs 10444 Identification of Fire or Material Hazards 10445 Identification for Piping,Valves, Instruments, and Pumps, Markers and Tags 10522 Fire Extinguishers and Accessories 10800 Toilet And Accessories Division 11 11165 Dock Bumpers 11210 Horizontal Split Case Centrifugal Pumps (filter backwash) 11211 Vertical Turbine Pumps (high service) 11214 Sampling Pumps 11220 Rapid Mix Equipment 11221 Flocculating Equipment 11225 Solids Contact Basin Equipment 11226 Circular Flocculation Sedimentation Equipment 11230 Aeration Equipment 11240 Polymer Feed System 11241 Lime Silos and Lime Feed Equipment 11244 Chemical Feed Pumps 11245 Chemical Transfer Pumps 11246 Activated Carbon Feed System 11247 Potassium Permanganate Feed System I:VvIlC\CAPEGIIL\CAPEROCK�SPECSCIi3.WPD PSL-3 � • � � i ' • f � r � � f ATTACHMENT C Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Water Treatment Plant Expansion and Improvements -Contract CR-3 �ecification List Specification Title Number . Division 11 continued 11248 Carbon dioxide storage and feed system (by Mech) ;1249 Recarbonation Diffusers 11260 Chlorine Feed Equipment 11261 Ammonia Feed Equipment 11262 Emergency Chlorine Scrubber 11315 Sump Pumps Division 13 13200 Liquid Storage Tanks 13210 Ammonia Storage Tanks 13220 Filter Underdrains and Wash Troughs 13221 Filter Air Scour Equipment 13226 Filtration Media Division 15 15050 Basic Mechanical Materials and Methods 15060 Process Piping 15145 Hangars and Supports 15150 Valves,Flowmeters, and Appurtenances 15250 Mechanicallnsulation 15300 Fire Protection 15410 Plumbing Piping 15430 Plumbing Specialities 15440 Plumbing Fixtures 15453 Water Distribution Pumps 15457 Water Softener 15460 Water Heaters 15481 Compressed Air Systems 15488 Natural Gas Piping Systems 15575 Breechings, Chimneys, and Stacks 15620 Fuel Fired Heaters 15835 Unit Heaters 15853 Power Ventilators I:�ivllC\CAPEGIR\CAPEROCIC�SPECSCFt3.WPD PSL-4 . . . . • . � . f , . • . � ATTACHMENT C Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Water Treatment Plant Expansion and Improvements - Contract CR-3 S�ecification List Specification Title Number � Division 15 continued 15891 Ductwork 15932 Air Outlets and Inlets 15971 Electrical Control Systems 15990 Testing, Adjusting, and Balancing Division 16 16010 Basic Electrical Requirements 16110 Raceways 16120 Wires and Cables 16135 Electrical Boxes and Fittings 16142 Electrical Connections and Equipment 16143 Wiring Devices 16150 Motors,Accessories,Variable-Speed and Frequency Drives 16170 Circuit and Motor Disconnect Switches 16190 Supporting Devices and Seals 16195 ElectricalIdentification 16402 Ducts and Manholes 16425 Switchboards 16452 Grounding 16460 Transformers 16470 Panelboards 16480 Motor Controllers, Contractors, Push Buttons, Selector Switches, Indicating Lights, and Relays 16481 Motor Control Centers 16500 Medium Voltage Switchgear 16512 Lighting Fixtures 16900 General Requirements-Instruments and Controls 16901 Control Panels-Instrumentation and Controls 16902 Measuring and Controlling Instruments and Loops 16920 Computer System 16924 Programmable Logic Controllers 16926 Control Software 16950 Field Testing I:UvIIC\CAPEGIR\CAPEROCIC�SPECSCRI.WPD PSL-5 � � . � • � � . 1 � � �' , ♦ ATTACHMENT C Cape Rock Water Treattnent Plant Expansion and Alluvial We11 Field Construction Water Treatment Plant Expansion and Improvements - Contract CR-3 Specification List Specification Title . Number ' Division 17 -Installation and Erection of Equipment � Division 18 - Start-up and Limited Operation I:VWC\CAPEGIR\CAPEROCK�SPECSCR7.WPD PSL-6 r � , �, � , . , : . _ ATTACHMENT C Cape Rock Water Treatment Plant Expansion Water Treatment Plant Expansion and Improvements - Contract CR-3 Drawin�List Drawing Description Number � C 1 Plant Site Plans C2 Plant Site Plans C3 Wellfield Site Plans C4 Grading & Paving CS Grading & Paving C6 Road Profiles C� Details Cg Details C9 Cross Sections C10 Cross Secrions yl Coversheet: Drawing list, vicinity map y2 Site Plan y; Layout Plan Ul Yard Piping U2 Yard Piping U3 Yard Structures: High service pump station valve vault U4 Miscellaneous valve and meter vaults details US Miscellaneous valve and meter vaults details U6 Profiles: well field discharge, gravity lines, other selected pipelines U'7 Profiles: well field discharge, gravity lines, other selected pipelines Ug Profiles: well field discharge, gravity lines, other selected pipelines Note: for most process pipelines call out beginning and end elevations on Yard Piping plan and structures drawin�s F 1 Wellfield Process Flow Diagram F2 Plant Process Flow Diagram F; Activated Carbon F4 Ammonia FS Carbon Dioxide F6 Chlorine F'7 Ferric Chloride CwIlC\CAPEGIA\CAPEROCK\SPECS.WPD DL- 1 r , . ', • �. . , . , • ATTACHMENT C Cape Rock Water Treatment Plant Espansion Water Treatment Plant Expansion and Improvements - Contract CR-3 Drawin�List Drawing Description � Number F8 Fluosilicic Acid F9 Lime F 10 Polymer F 11 Potassium Permanganate F 12 Sulfuric Acid FP1 Fire Protection Plari Fp2 Fire Protection Details P 1 Hydraulic profile p2 Aerator Tower, Primary Flow Splitter Plan p3 Aerator Tower, Primary Flow Splitter Sections and Details p4 Primary Solids Contact Basin No.l Plan and Section p5 Primary Solids Contact Basin No.2 Plan and Section p( Primary Solids Contact Basin No.3 Plan and Section p� _ Blend Basin/Recarbonation Basin Plan pg Blend Basin/Recarbonation Basin Sections and Details p9 Secondary Flocculation Plans No.l and No2 P10 Secondary Flocculation Plans Sections and Details P11 Secondary Sedimentation Plans No.l and No.2 P12 Secondary Sedimentation Sections and Details P 13 Secondary Flocculation/Sedimentation Basins No.3 Sections and Details P 14 Filters No.1-6 Plans P15 Filters No.l-6 Sections and Details P16 Filters No.l-6 Sections and Details p 1� Filters No.7-20 Plans P 18 Filters No.7-20 Sections ancl Details P 19 Filters No.7-20 Sections and Details p2p Filters Backwash and High Service Pumps Plan P21 Filters Backwash and High Service Pumps Sections and Details p22 Lime Silos Feed Building Plan P23 Lime Silos Feed Building Sections and Details P24 Lime Silos Feed Building Process Sections and Details p25 Lime Silos Feed Building - Process Piping C�h1K\CAPEGIR\CAPEROCK\SPECS.WPD DL-2 e � , . � • . . , , • , • _ ATTACHMENT C Cape Rock Water Treatment Plant Expansion Water Treatment Plant Expansion and Improvements - Contract CR-3 Drawina List Drawing Description Number ' P26 Lime Silos Feed Building - Sections and Details P27 Chemical Feed Building Equipment Layout Plan p28 Process Piping Perspective - Chemical Feed Building P29 Process Piping Plan- Chemical Feed Building p;0 Process Piping Partial Plans and Elevations - Sheet 1 p;l Process Piping Partial Plans and Elevations - Sheet 2 p32 Process Piping Partial Plans and Elevations - Sheet 3 P33 Process Piping Partial Plans and Elevations - Sheet 4 P34 Process Piping Details - Sheet 1 P35 Process Piping Details - Sheet 2 P36 Process Tank Schedules D1 Demolition Secondary Sedimentation Plan& Rapid Mix D2 Demolition Secondary Sedimentation Sections D; Demolition Pump Room Plan and Sections D4 Lab/MCC Area Demo Plan M1 Mechanical Legend and Abbreviations M2 HVAC and Piping Plan- Chemical Feed Building M3 HVAC and Piping Plan - Filter Building M4 HVAC and Piping Plan - Existing Building MS Mechanical Details - Sheet 1 M6 Mechanical Details - Sheet 2 IvI7 Mechanical Schedules Mg Plumbing Details and Schedules M9 HVAC Controls - Chlorine Feed and Storage Rooms M10 HVAC Controls - Ammonia Feed and Storage Rooms M11 HVAC Controls - Activated Carbon Room M12 HVAC Controls - Filter Building M13 HVAC Schedules and Details S-1 Foundation Plan - Filter Building S-2 Filter Level Plan - Filter Building S-3 Floor Framing Plan - Filter Building I:�WC\CAPEGIR\CAPEROCK�SPECS.WPD DL-3 � , . , . . � . . � , , • , - - ATTACHMENT C Cape Rock Water Treatment Plant Erpansion Water Treatment Plant Expansion and Improvements - Contract CR-3 Drawing List Drawing Description Number S-4 Roof Framing Plan- Filter Building S-5 Concrete Schedules and Details - Filter Building S-6 Sections - Filter Building S_� Sections - Filter Building S-8 Concrete Details - Filter Building S-9 Concrete Details - Filter Building 5-10 Masonry Details -Filter Building 5-11 Framing Details - Filter Building S-12 Miscellaneous Filter Building Details - Filter Building 5-13 Foundation Plan and Details - Lime Building 5-14 Roof Framing Plan and Details - Lime Building 5-15 � Sections and Details - Lime Building 5-16 Foundation Plan and Details - Chemical Feed Building S-17 Roof Framing Plan - Chemical Feed Building 5-18 Concrete Schedules and Details - Chemical Feed Building 5-19 Sections - Chemical Feed Building 5-20 Sections - Chemical Feed Building S-21 Concrete Details - Chemical Feed Building S_22 Masonry Details - Chemical Feed Building S-2; Framing Details - Chemical Feed Building 5-24 Structural Demolition Plan -Existing Filter Building Renovations 5-25 Framing Plan and Details - Existing Filter Building Renovations 5-26 Details - Existing Filter Building Renovations S_27 Plan and Sections - Secondary Sedimentation Tank g_28 Sections - Secondary - Sedimentation Tank 5-29 Details - Secondary - Sedimentation Tank 5-30 Plan and Sections - Primary Sedimentation Tank 5-31 Sections -Primary - Sedimentation Tank S_;2 Details -Primary - Sedimentation Tank S_;; Plans and Sections - Lime Silo Foundations S-34 Sections and Details - Lime Silo Foundations 5-35 Plan and Sections - Aeration Tower Foundations 5-36 Sections and Details - Aeration Tower Foundations S_;� Plan and Sections - Clearwell Retaining Walls CV.4K\CAPEGIR\CAPEROCK\SPECS.WPD DL-4 , . . . , . . . . , . , . ATTACHMENT C Cape Rock Water Treatment Plant Espansion Water Treatment Plant Expansion and Improvements - Contract CR-3 Drawin� List Drawing Description Number � � �-38 Elevations - Clearwell Retaining Walls - 5-39 Sections and Details - Clearwell Retaining Walls S-40 Plan and Sections - Blend Tank and Splitter Box Foundations 5-41 Plan and Sections -Blend Tank and Splitter Box Foundations S-42 Plan and Sections -Transformer Towers 5-43 Sections and Details - Transformer Towers 5-44 Sections and Details - Miscellaneous Structures and Details 5-45 Sections and Details -Miscellaneous Structures and Details 5-46 Sections and Details - Miscellaneous Structures and Details 5-47 Sections and Details - Miscellaneous Structures and Details 5-48 Sections and Details - Miscellaneous Structures and Details S-49 Sections and Details - Miscellaneous Structures and Details A-1 Architectural Legend A-2 Chemical Feed Floor Plan A-3 Chemical Feed Roof Plan A-4 Chemical Feed Elevations A-5 Chemical Feed Building Section A-6 Chemical Feed Building Wall Section �,-� Filters Building Floor Plan �,_g Filters Building Roof Plan A-9 Filters Building Elevations A-10 Filters Building Section A-11 Filters Building Wall Sections A-12 Secondary Flocculation Floor Plan and Refl. Ceiling A-13 Secondary Flocculation Enlarged Plans and Details A-14 Secondary Flocculation - Interior Elevations A-15 Lime Feed Building - Floor and Roof A-16 Lime Feed Building Elevations A-17 Lime Feed Building Wall Sections A-18 Building Details A-19 Building Details A-20 Penetration Details A-21 Finish and Window Schedule I:�MK\C.�.PEGIR\CAPEROCK\SPECS.WPD DL - 5 . � . • '� , . . , , . , , _ ATTACHMENT C Cape Rock Water Treatment Plant Expansion Water Treatment Plant Expansion and Improvements - Contract CR-3 Drawin�List Drawing Description Number � ' A-22 Window Details A-23 Door Scheciule A-24 Door Details A-25 Door and Louver Details E-1 General Notes, Legends, and Symbols E-2 Electrical Site Plan- Main Plant E-3 Electrical Site Plan- Well Stations E-4 One Line Diagram (4160 volt) E-5 One Line Diagram (Major 480 volt) E-6 Chemical Feed Building Electrical Plan E-� Chemical Feed Building Lighting Plan E-g Chemical Feed Building Schedules E-9 Chemical Feed Building Details and Elevations E-10 Lime Feed Building Electrical Plan E-11 Lime Feed Building Lighting Plan E-12 Lime Feed Building Schedules E-13 Lime Feed Building Details and Elevations E-14 Laborafory/Administration/Control Rooms Electrical Plans E-15 Laboratory/Administration/Control Rooms Lighting Plans E-16 Laboratory/Administration/Control Rooms Schedules E-17 Laboratory/Administration/Control Rooms MCC Schedule E-18 Laboratory/Administration/Control Rooms Section and Details E-19 Filter Building Electrical Plans E-20 Filter Building Lighting Plans E-21 Filter Building Schedules E_�2 Filter Building Section and Details E-23 Existing Filters - Electrical Plans E-24 Existing Filters -Electrical Details E-25 Electrical - Partial Plans and Details E-26 Electrical -Partial Plans and Details E-2'7 , Well Field Pump Stations - Typical Plans and Details E_?g Well Field Pump Stations - Schedule E-29 Valve Vault Electrical Details kVviK\CAPEGIR\CAPEROCK\SPECS.WPD DL-6 � ' t ' i • . ATTACHMENT C Cape Rock Water Treatment Plant Expansion Water Treatment Plant Expansion and Improvements - Contract CR-3 Drawing List Drawing Description Number ' • E-30 Details - Man-holes, Ductbanks, UG Conduits E-31 Details - Ductbank Arrangement E-32 Details -Motor Conns, Panel Mounting, Pads, etc. E-33 Details - Lighting Fixtures Schedule E-34 Details - Medium Voltage Switchgear E-�5 Cable/Feeder Schedule - Sheet 1 E-36 Cable/Feeder Schedule - Sheet 2 E-37 Miscellaneous Panelboard Schedules E-38 VFD Schedule and Details E-39 Specifications (approx. 18 sections) IC-1 Symbol Sheet IC-2 Device Index IC-3 Details Sheet 1 of 2 IC-4 Details Sheet 2 of 2 IC-5 Phase I, Control Plan IC-6 Phase I, Electrical Schematics IC-7 Phase I, Electrical Schematics IC-8 Phase I, Panel Layouts IC-9 Phase II, Control Plan IC-10 Phase II, Electrical Schematic IC-11 Phase II, Panel Layout IC-12 Chemcial Feed Building Sheet 1 Of 2 IC-13 Chemcial Feed Building Sheet 2 Of 2 IC-14 New Filter Building Plan IC-15 Existing Filter Building Plan and Control Room IC-17 Lime Feed Building Plan IC-19 Miscellaneous Plans IC-21 Chemcial Feed Building Schematic - PLC IC-22 Chemcial Feed Building Schematic - PLC IC-23 Chemcial Feed Building Schematic - PLC IC-24 Chemcial Feed Building Schematic - PLC IC-25 Chemcial Feed Building Schematic - PLC IC-26 Chemcial Feed Building Schematic - PLC C�MK\CAPEGIR\CAPEROCK\SPECS.WPD DL-7 '' � '` � �, . . . . , � , . ATTACHMENT C Cape Rock Water Treatment Plant Espansion Water Treatment Plant Expansion and Improvements - Contract CR-3 Drawing List Drawing Description ' Number ' IC-27 Chemcial Feed Building Schematic - PLC IC-28 Chemcial Feed Building Schematic -PLC IC-29 Chemcial Feed Building Schematic - PLC IC-30 Chemcial Feed Building Schematic -PLC IC-31 Chemcial Feed Building Schematic - Sulfuric Acid IC-32 Chemcial Feed Building Schematic - Sulfuric Acid IC-33 Chemcial Feed Building Schematic - Sulfuric Acid IC-34 Chemcial Feed Building Schematic -Ferric Chloride IC-35 Chemcial Feed Building Schematic -Ferric Chloride IC-36 Chemcial Feed Building Schematic -Ferric Chloride IC-37 Chemcial Feed Building Schematic -Fluosilicic Acid IC-38 Chemcial Feed Building Schematic - Fluosilicic Acid IC-39 Chemcial Feed Building Schematic -Fluosilicic Acid IC-40 Chemcial Feed Building Miscellaneous Schematics IC-41 Chemcial Feed Building Panel Layouts - PLC IC-42 Chemcial Feed Building Panel Layouts - PLC IC-43 Chemcial Feed Building Panel Layouts Sulfuric Acid IC-44 Chemcial Feed Building Panel Layouts Ferric Chloride IC-45 Chemcial Feed Building Panel Layouts Fluosilic Acid IC-61 Typical Filter Panel Schematic IC-62 Typical Filter Panel Layout IC-77 MCC Schematic IC-78 MCC Schematic IC-80 Nameplate Schedule IC-81 Control Cable Schedule IC-82 Control Conduit Schedule LD-1 Loop Diagrams Part of Section 16902 - Raw Water Flow LD-2 Loop Diagrams Part of Section 16902 - Raw Water Temperature LD-3 Loop Diagrams Part of Section 1690? - Primary Solids Contact Unit Flow LD-4 Loop Diagrams Part of Section 16902 - CL Residual LD-5 Loop Diagrams Part of Section 16902 - Turbidity LD-6 Loop Diagrams Part of Section 16902 -pH LD-7 Loop Diagrams Part of Section 16902 - Filter Flow Control I:UdK\C:IPEGIR\CAPEROCK\SPECS.WPD DL- 8 � � � �� . • . • , ' � . ATTACHMENT C � - Cape Rock Water Treatment Plant Expansion Water Treatment Plant Expansion and Improvements - Contract CR-3 DrawinQ List Drawing Description Number � LD-8 Loop Diagrams Part of Section 16902 - Filter Backwash Flow LD-9 Loop Diagrams Part of Section 16902 - Filter Pressure LD-10 Loop Diagrams Part of Section 16902 - Volumetric - Feeders - Lime, Carbon, Potassium Permanganate LD-11 Loop Diagrams Part of Section 16902 - Metering Pumps - Sulfuric, Ferric Chloride, Polymer, Fluosilicic Acid LD-12 Loop Diagrams Part of Section 16902 - Gas Feeders - Chlorine, Ammonia LD-13 Loop Diagrams Part of Section 16902 - Weigh Scales LD-14 Loop Diagrams Part of Section 16902 - Clear Well Level LD-15 Loop Diagrams Part of Section 16902 -High Service Pump Speed Treatment Plant Automation Design IC-16 Secondary Sedimentation Plan IC-18 Control Room IC-20 Site Plans IC-46 New Filter Building PLC Panel Schematic IC-47 New Filter Building PLC Panel Schematic IC-48 New Filter Building PLC Panel Schematic IC-49 New Filter Building PLC Panel Schematic IC-50 New Filter Building PLC Panel Schematic IC-51 New Filter Building PLC Panel Schematic IC-52 New Filter Building PLC Panel Schematic IC-53 New Filter Building PLC Panel Schematic IC-54 New Filter Building PLC Panel Layout IC-55 Existing Filter Building PLC Panel Schematic IC-56 Existing Filter Building PLC Panel Schematic IC-57 Existing Filter Building PLC Panel Schematic IC-58 Existing Filter Building PLC Panel Schematic IC-59 Existing Filter Building PLC Panel Schematic IC-60 Existing Filter Building PLC Panel Layout IC-63 Lime Feed Building PLC Panel Schematic IC-64 Lime Feed Building PLC Pane1 Schematic IC-65 Lime Feed Building PLC Panel Schematic I:VviK\C.IPEGIR\CAPEROCK�SPECS.WPD DL-9 ' , ` . '. • . , , • , . ATTACHMENT C Cape Rock Water Treatment Plant Espansion Water Treatment Plant Expansion and Improvements - Contract CR-3 Drawing List Drawing Description Number • IC-66 Lime Feed Building PLC Panel Schematic IC-67 Lime Feed Building PLC Panel Schematic IC-68 Lime Feed Building PLC Panel Layout IC-69 Control Room PLC Panel Schematics IC-70 Control Room PLC Panel Schematics IC-71 Control Room PLC Panel Schematics IC-72 Control Room PLC Panel Schematics IC-73 Control Room PLC Panel Schematics IC-74 Control Room PLC Panel Schematics IC-75 Control Room PLC Panel Schematics IC-76 Control Room PLC Panel Layout IC-79 Communications Schematic f:�MK\CAPEGIR\CAPEROCK\SPECS.WPD DL- 10 . � • , . , � . , . � . . , ATTACHI�IENT C Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Well Drilling and Pump Procurement Phase II - Contract CR-4 Specification List Specification Title Number Division 0 - Procedural Documents 00020 Advertisement for Bids 00100 Information for Bidders 00300 Bid Form - - Bid Bond 00500 Contract 00610 Performance Bond _ 00620 Payment Bond 1910-8 Cape Girardeau Standard General Conditions (1990 edition) 1910-7 Cape Girardeau Supplementary Conditions (1990 edition) Division 1 - General Requirements 01010 Summary of Work 01200 Project Meeting, Schedules, and Reports 01300 Submittals 01600 Equipment and Materials 01700 Contract Closeout Division 2 02260 Well Drilling Casing and Well Screen Division 11 11212 Submersible Well Pumps C�MIC\CAPEGIR\C?.PEROCK�SPECSCR4.WPD PSL- 1 ' , . , . . � , • , • N U m n O Co � N � � w L .@ � m � C � C Q a N Q' 3 U1 T� � f0 > � �� y �L a � m in O � C � F- a� 3 � � a � E °'� u� 3 � �i N xO o m � � 2 -'� � � o � �n. .m Q O � "��a� y�j 0 C � 3 7 7 ��C�� N n N � m �, m Y V (0 � � a 3 'c U �C � (/1 y 1] Y > C 7 d N a p N N L L v@-. 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Electric 3 Secondary Flocculation/Sedimentation 1 new flocculation mixer Electric-variable speed 5 L&R/R 1 sludge scraper Electric 2 L&R/R Filter Backwash pumps 2 new(rated at 20 gpm/feetZ, 180 feet2 /filter) 3600 gpm at 40 feet 50 L&R/R Horizontal Split Case High Service Pumps 4 new Vertical Turbine 2320 gpm at 200 feet Electric -VFD 200 L&R/R L=Loca1 R=Remote NA=Not Applicable A=Automatic Operation I:V.�C\CAPEG6t\CAPEROCKUtEPOT.WPD Page 1 of 3 r , � , ', . . , . •• . ATTACHMENT E Cape Rock Water Treatment Plant Expansion and AlIuvial Well Field Construction Major Ec�uipment List DESCRIPTION MOTOR TYPE APPROX CONTROL/ HP MOr1ITOR Activated carbon slurry feeders Packaged skid mounted � 2 Carbon slurry feed pumps, mixer, bulk bag system L&R/R volumetric feeder Sulfuric Acid Feed System Bulk storage tank 5500 gallons L&R/R Day tank- 50 gallons 2 transfer pumps 2 metering pumps Ferric Chloride Bulk storage tank 5500 gallons Day tank- 150 gallons L&R/R 2 Transfer pumps 2 metering pumps Chlorine Feeders 2 Primary Vacuum type L&R/R 2 Secondary Chlorinators 2 Post Cylinders mounted Vacuum regulation Chlorine Cylinder Scales Primary L/R Secondary Post Ammonia L� 2-1000 gallon bulk tanks with vaporizers 2 Ammonia gas feeders -vacuum type L&R/R Polymer Solution feeder with Package System L&R/R Metering Pump, feed from polymer totes L=Loca1 R=Remote NA=Not Applicable A=Automatic Operation 1:UvIIC\CAPEG[R\CAPEROCK�REPOT.WPD Page 2 of 3 � • , , . , . � . � _ �• , . ATTACHMENT E Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction Major EabiiAment List DESCRIPTION MOTOR TYPE APPROX CONTROL/ HP MONITOR Emergency Chlorine Scrubber- 1 " A&L/R 1 ton capacity horizontal packed bed type fan and caustic pump, 40 hp control panel(provided total by supplier) � Lime Silos /Lime Feed Building-All New Dry lime volumetric feeders for Ca(OI�2 L&R/R 3 Solution Tanks 6 Metering pumps (hose type)A 1 Future solution tank 2 F�ature metering pumps Potassium Permanganate Skid mounted system L&R/R Solution tank,volumetric with cycle bin storage feeder and feed pump Fluosilicic Acid 1 1300 gallon bulk tank L&R/R 1 55 gallon day tank 2 transfer pumps 2 metering pumps Well Field Pumps Submersible 40 Hp L&R/R 10 - Phase I each 5 -Phase II L=Loca1 R=Remote NA=Not Applicable A=Automatic Operation Page 3 of 3 I:VvIIC\CAPEGIR\CAPEROCKUtEPOT.WPD F , ` , �. � , , , . . . . ATTACHMENT F Cape Rock Water Treatment Plant Expansion and Aliuvial Well Field Construction New and Existing Instrumentation EXISTING INSTRUMENTATION River Intake (low service) Flowmeter Panametrics ultrasonic Flowmeter Model#6488 � ABB Chart Recorder(relocate?) Raw water Turbidity Meter � (Low Service from river intake) Great Lakes Model 8202 Mode1925 Transmitter Bristol Babcock Circular Chart Recorder (relocate) Rapid sand filter- Turbidity Meters (6) HACH#1720C, (reinstall) with LED readout, provide transmitter to communicate with PLC or replace entirely High Service Flowmeters Remove, possibly reuse Finished Water - Chlorine residual monitor Remove, possibly reuse NEW INSTRUMENTATION Treatment Plant Process Control Raw water flowmeter(1 Flowmeter/well) 15 wells total Turbidmeter - Tray aerator effluent pH - Tray aerator effluent Temperature - Tray aerator effluent Flow�-Yrimary solids contact unit- influent flow 3 meters pH -primary solids contact unit- effluent flow 3 meters CL residual - primary solids contact unit effluent flow 3 meters Turbidity - primary solids contact unit effluent flow 1 meter pH - blend tank/recarbonation tank effluent flow 1 meter CL residual - combined secondary sedimentation effluent 1 meter pH - combined secondary sedimentation effluent 1 meter Turbidity - combined secondary sedimentation effluent 1 meter Page 1 of 6 ` , , � '� • � r � � � � X ATTACHMENT F Cape Rock Water Treatment Plant Expansion and AlIuvial Well Field Construction New and Existina Instrumentation NEW INSTRUMENTATION Turbidity - Clearwell effluent 1 meter pH - Clearwell effluent 1 meter Flow- High service pump station . 1 meter Filter Flow-Backwash 1 meter Filter Flow control 1 each filter 20 meters Backwash turbidity 1 meter High level -primary flow splitter 1 meter Continuous level - clear well, low level alarm 1 meter Pressure head each filter cell 20 cells Activated Carbon System Water feed rate flow- pressure gauge Feed pump discharge flow switch, pressure gauge Sulfuric Acid S s�tem Transfer pump flow switch low, pressure gauge Day tank level continuous Day tank high level cutoff Bulk storage tank level continuous Bulk storage tank level high Metering Pump or effluent flow switch low -pressure relief flow switch high - pressure gauge Ferric Chloride Transfer pump flow switch, pressure gauge Page 2 of 6 ` � ' . , . . • � , . ATTACHMENT F Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction New and Existin�Instrumentation NEW INSTRUMENTATION Day tank level continuous . Day tank high level Bulk storage tank level continuous Bulk storage tank level high Metering Pump - Effluent flow switch - pressure relief flow switch -pressure gauge Dilution water flow meter Chlorine System Chlorine Feeders (chlorine feed room) Leak detection system Motion detection system Prim -vacuum gauge header piping (1) - gas flow meter (2) - pressure gauge water line (2) - flow meter water line (1) -pressure gauge - solution line (2) - weight element - cylinder scale (1) Secondarv - vacuum gauge header piping (1) - gas flow meter (2) - pressure gauge water line (2) Page 3 of 6 � � � �� • . , ` ( ' r . ATTACHMENT F Cape Rock Water Treatment Plant Expansion and Altuvial Well Field Construction New and Existin..g Instrumentation NEW 1NSTRUMENTATION - flow meter water line (1) - pressure gauge - solution line (2) , - weight element- cylinder scale . (1) Post - vacuum gauge header piping (1) - gas flow meter (2) -pressure gauge water line (2) -flow meter water line (1) -pressure gauge - solution line (2) -weight element- cylinder scale (1) Ammonia Prim -vacuum gauge header piping (1) - gas flow meter (2) - pressure gauge water line (2) - flow meter water line (1) - pressure gauge - solution line (2) - weight element- cylinder scale (1) Secondarv - vacuum gauge header piping (1) - gas flow meter �2) - pressure gauge water line (2) - flow meter water line (1) Page 4 of 6 i( ' ' • , . ,t . � ' � , � ATTACHMENT F Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction New and Existin� Instrumentation NEW INSTRUMENTATION -pressure gauge - solution line (2) - weight element - cylinder scale (1) Fluosilicic Acid Transfer pump flow switch, pressure gauge Day tank level continuous Day tank high level Bulk storage tank level continuous Bulk storage tank level high Metering Pump - Effluent flow switch -pressure relief flow switch - pressure gauge Dilution water flow meter Polvmer Feed System - Tote scale weight element and transmitter - dilution water flow meter -pressure relief line flow switch Lime Feed System - solution tank high level/switch - vendor supplied system, pick up all monitoring instrumentation to PLC on solution tank, volumetric feeder, and silo levels Potassium Permanganate - flow switch on feed pump - vendor supplied system with control panel - flow meter on dilution water Page 5 of 6 � ' . � � � . , � � e � � , . ATTACHMENT F Cape Rock Water Treatment Plant Expansion and Alluvial Well Field Construction New and Existing Instrumentation NEW INSTRUMENTATION Chlorine Eme�ency Scrubber , Chlorine leak detection Vendor supplied scrubbing system with control panel Connect ou�tputs from panel to PLC Page 6 of 6 � - . ,. . < < < . • - ATTACHMENT G Cape Rock Water Treatment Plant and Alluvial Well Field Construction Engineerin_g Cost Breakdown Manhours Compensation Prepare Report and CAnduct Public Hearing: Labor: 400 $18,900 Expenses: Reproduction $200 Long distance telephone $100 Computer (WP) $400 Mileage and Meals 400 Subtotal $1,100 Total $20,000 I:�IvIIC\CAPEGIR\CAPEROCKWTTCHMC.WPD ATC- 1 a � . . a • 4 t � ♦ � w r ATTACHMENT G Cape Rock Water Treatment Plant and Alluvial Well Field Construction Engineerin Cost Breakdown Manhours Compensation Design: • � Labor: Well Field Design Phase I 85 $6,000 Well Field Design Phase II 40 $3,000 Water Plant Design: Civil 660 $39,300 Process 2880 $196,500 Mechanical 1570 $104,600 Structural 3180 $186,3 00 Architectural 1530 $105,000 Electrical 2180 $124,700 Instrumentation and Controls 2680 129 600 Subtotal 14,805 $895,000 Expenses: Reproduction $3,000 Long Distance Telephone $1,500 Computer(WP) $5,000 Computer(CADD) $90,000 Mileage and Meals $4,600 Surveying & Arial Mapping $16,900 Geotechnical Engineering 32 000 Subtotal $153,000 Total $1,048,000 I:VvRC\CAPEGIR\CAPEROCKIATCCHMC.WPD ATC-2 � r �i t ~ G � �. � •~ D f .. ATTACHMENT G Cape Rock Water Treatment Plant and Alluvial Well Field.Construction Engineeri� Cost Breakdown Manhours Compensation Bid Phase Services: ' , Labor: 680 $40,800 Expenses: Reproduction(Bid Sets) $19,900 Postage $800 Long Distance Telephone $1,200 Computer (WP) $2,900 Mileage and Meals 600 Subtotal $25,400 Total $66,200 Construction Cost Estimating: Labor: 425 $28,500 Expenses: Computer (WP) 300 Total $28,800 �:�r,uc�cArEcm�c�rExocxwrrc�c.wPD ATC-3 � � , .� , t `� � i ,. � _ � ATTACHMENT G Cape Rock Water Treatment Plant and Alluvial Well Field Construction - En�neering Cost Breakdown Manhours Compensation Construction Phase Engineering: Labor: Civil 20 $1,000 Mechanical 230 $14,100 Structural 350 $23,600 Electrical 210 $12,200 Process 1,040 $62,100 Architectural 200 $13,300 Geologist 375 22 600 Subtotal 2,425 $148,900 Expenses: Bluelines � $500 Photocopies $200 Long Distance Telephone $2,500 Mileage/Meals $2,500 Air Fare $200 Computer (WP) $3,400 Computer (CADD) 2 500 Subtotal $11,800 Total $160,700 LVvIlC\CAPEGIR\CAPEROCKWTTCHMC.WPD ATC-4 r c ,� .� a � �r i � . ' ATTACHMENT G Cape Rock Water Treatment Plant and Alluvial Well Field Construction Engineerin� Cost Breakdown Manhours Compensation Residenf Representative Services: Labor: Resident Representative 3,100 $248,500 Clerk(half time) 1,500 $44,300 Geoglogist 1.230 91 700 Subtotal 5,830 $384,500 Expenses: Per Diem for Resident Project Rep. 1,000/Mo $20,000 Per Diem for Geologist 1,000/Mo $8,000 Long Distance Telephone $2,000 Postage $500 Computer(WP) $4,000 Office Supplies 200 Subtotal $34,700 Total $419,200 I:�MIC\CAPEGIR\CAPEROCK�.4TI'CHMC.WPD ATC-5 r � ' V Sf� R+� � � � + ? � ATTACHMENT G Cape Rock Water Treatment Plant and Alluvial Well Field Construction Engineerin�Cost Breakdown Manhours Compensation , Start-Up And Record Drawings: Labor: Start-up and Testing 530 $35,000 Record Drawings 315 11 700 Subtotal 845 $46,700 Expenses: Bluelines $2,000 Long Distance Telephone $200 Computer (WP) $500 Computer (CADD) $2,900 Mileage $1,500 Motels and Meals (80 Days) 6 400 Subtotal $13,500 Total $60,200 Plant Automation: Labor: Instrumentation and Controls 2,360 $65,900 Expenses Computer (WP) 16 000 Total �81,900 C�&IIC\CAPEGIR\CAP6ROCKWTCCHMC.WPD ATC-6 � . CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTHORIZATION N0.8 - DISTRIBUTION SYSTEM HYDRAULIC ANALYSIS For PROFESSIONAL ENGINEERING SERVICES To ' BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT for PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994, between the City of Cape Girardeau, Missouri, (hereinafter called OWNER), and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER), OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE This Authorization No. 8 covers services involved in development and updating of OWNER's existing Cybernet distribution system model, ENGINEER's analysis of the impact of proposed improvements identified by OWNER to better define pressure zone boundaries, and to identify other improvements necessary to provide a su�cient water supply at acceptable pressures to OWNER's customers. A detailed description of the scope of services anticipated to be completed by ENGINEER and major assumptions upon which ENGINEER will rely in providing these services are presented in "Exhibits A, B, and C". II. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete these services by no later than November 20, 1998, assuming a Notice-to-Proceed on or before April 15, 1998 and performing the flow testing by July 24, 1998. It is understood that completion according to this schedule is contingent on the timely review by OWNER of submittals from ENGINEER, as does not contain contingency for any delays created by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc.) C:\OFFICE\WPWIN\WPDOCS\CAPECONT.WPD Page 1 of 2 . III. COMPENSATION OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a maximum fee with a not-to-exceed cost basis. Total payment for the scope of services described in this Authorization No. 8 shall not exceed the maximum amount of Seventy-Five-Thousand- Dollars ($75,000.00). ENGINEER shall invoice OWNER monthly only to the extent of work completed for this project each month as outlined on the COST PROPOSAL WORKSHEET. Request for final payment by ENGINEER to OWNER shall only be made following submittal of ten (10) copies of the final report by ENGINEER to OWNER. AU R17JaT N BY: TY OF C E GI .,.__ . U, MISSOURI By. Att st: , D e: �'o�o� - 9� 1 ACCEPTED �Y: ` BURNS & M¢D N L E INE RING COMPANY, INC. By. � w Dr. Robert T. erry, P.E. Vice President C:\OFFICE\WPWIMWPDOCS\CAPECONT.WPD Page 2 of 2 CITY OF CAPE GIRARDEAU Computer-Generated Hydraulic Analysis and Pressure Zone Study For City of Cape Girardeau Potable Water Distribution System EXHIBIT A LIST OF ANTICIPATED MAJOR WORK TASKS 1. Hold kick-off meeting with OWNER. Purpose of ineeting will be to confirm project objectives, gather data/information, select six inch lines to be modeled, verify required schedule for completion of pump testing and flow/ pressure/elevation monitoring, and obtain other pertinent guidance regarding project from OWNER. 2. Coordinate, assist, and direct OWNER in ENGINEER's collection of flow and pressure monitoring data required to further calibrate distribution system computer model. OWNER will operate all valves and hydrants. It is anticipated that OWNER will provide finro people for one week to accomplish this. ENGINEER will provide and operate flow nozzle meassurement equipment on discharge of fire hydrants. ENGINEER will provide, install and maintain 24-hour pressure recorders for one week during the time that flow measurements are taken. 3. PerForm pump testing at booster pump stations and water treatment plant to determine pump perFormance. OWNER will provide connections for pump suction and discharge pressure guages and ENGINEER will provide guages. OWNER will operate all pumping equipment and valves at direction of ENGINEER. It is anticipated that OWNER will provide two people for one week to accomplish this. 4. Gather/review current and future population data and water use demand as provided by OWNER. 5. Review existing and future water use/demand findings with OWNER and develop model scenarios. 6. Review existing distribution system components and define model zone boundaries with OWNER. 7. Update OWNER's distribution system Cybernet model and develop model assumptions for review by OWNER. 8. Conduct distribution system modeling and develop improvements program from results. Specific modeling tasks will include those identified in OWNER's December 2, 1997 letter to ENGINEER. Page 1 of 2 Exhibit A (Cont.) 9. Perform extended period simulation analyses for the average day demand, maximum day demand, peak hour demand, maximum day demand plus fire flows, and minimum hour demand plus tank replenishment. The analyses will be performed for the years 2003, 2008, and 2018. 10. Prepare preliminary report identifying results of model analyses, recommending immediate and future distribution system/storage improvements, for review by OWNER. 11. Prepare final report and submit ten (10) copies to OWNER. 12. ENGINEER will provide full access to work by OWNER's staff as OWNER desires. 13. Provide one Cybernet Program to OWNER. This Amendment No. 8 includes $2995 for acquisition of the software, OWNER will pay ENGINEER added compensation should the actual cost of the software exceed this amount. 14. Administer, manage, and coordinate ENGINEER's staff effort and provide liaison with OWNER staff during this effort. By: Burns & McDonnell March 16, 1998 I:\MK\CAPEGIR\EXHIBIT.A Page 2 Of 2 CITY OF CAPE GIRARDEAU Computer-Generated Hydraulic Analysis and Pressure Zone Study For City of Cape Girardeau Potable Water Distribution System EXHIBIT B LIST OF MAJOR ASSUMPTIONS It is ENGINEER's understanding that the OWNER will provide the following assistance, information, and/or related work items: 1. Assistance by placing at ENGINEER's disposal all available current information pertinent to this assignment, including previous Cybernet model, drawings of existing distribution system, topographic contour drawings of study area, reports, permits, pump curves, water use records, population data, ISO rating(s), and other data. 2. Appropriate liaison with distribution system staff involved in this effort. 3. Reasonable access to other data and records related to this assignment that ENGINEER may determine a need to review. 4. Assistance in procuring any required field monitoring measurements (flow tests, pressure tests, pump tests, C values) necessary to further calibrate the distribution system computer model. ENGINEER will develop a complete list of monitoring locations for review by OWNER and coordinate data collection field activities to be performed by OWNER. ENGINEER will rely on information, drawings, etc. made available by the OWNER as accurate, based only on verification of certain key parameters (as necessary). ENGINEER will model only those improvements identified by OWNER in OWNER's letter of December 2, 1997. ENGINEER will not add to the model any existing pipes less than 8" in diameter or new pipes less than 8" in diameter unless believed to be hydraulically critical by OWNER. It is recognized that certain existing 6" lines are critical and these will be added to the model as specifically directed by OWNER. Final deliverables provided by ENGINEER will be limited to all electronic (Cybernet) files generated by ENGINEER in the course of performing the work and a summary report. A verbose report and plotted drawings (except for those used in the summary report) shall not be required. By: Burns & McDonnell March 16, 1998 I:\MK\CAPEGIR\EXHIBIT.B Page 1 Of 1. CITY OF CAPE GIRARDEAU Computer-Generated Hydraulic Analysis and Pressure Zone Study For City of Cape Girardeau Potable Water Distribution System EXHIBIT C PRELIMINARY TABLE OF CONTENTS INTRODUCTION A. Purpose B. Scope C. Sources of Information D. Abbreviations SUMMARY A. Summary B. Existing Water System C. Population and Water Demand Projections D. Water System Analysis and Recommended Improvements PART I - EXISTING WATER SYSTEM A. General B. Supply C. Distribution and Storage D. Operational Summary PART II- POPULATION AND WATER DEMAND PROJECTIONS (Information provided by Owner) A. Community Development B. Population Projections C. Water Use Data D. Water Demand Projections EXHIBIT C PRELIMINARY TABLE OF CONTENTS (Cont.) PART III- WATER SYSTEM ANALYSISAND RECOMMENDED IMPROVEMENTS A. General B. System (Pressure Zone) Boundaries C. Fire Protection D. Hourly Demands E. Supply Analysis F. Storage Analysis G. Hydraulic Analysis H. Recommended System Improvements I. Cost Estimates APPENDIX A - CALIBRATIONDATA APPENDIX B - CODED SYSTEM MAP AND COMPUTER PRINTOUTS APPENDIX C - PUMP/STORAGE DATA I:\MK\CAPEGIR�EXH f BIT.0 EXHIBIT C PRELIMINARY TABLE OF CONTENTS (Cont.) PRELIMINARY LIST OF TABLES SUMMARY S - 1 Cape Girardeau Population and Demand Projections PART I - EXISTING WATER SYSTEM I - 1 High Service Pumping Stations Physical Data I - 2 Storage Data I - 3 Operational Control Parameters I - 4 Summary of Cape Girardeau Operating Statistics PART II- POPULATION AND WATER DEMAND PROJECTIONS II- 1 Historical Population Data II- 2 Largest Consumers of Water II- 3 Population and Demand Projections PART III- WATER SYSTEM ANALYSISAND RECOMMENDED IMPROVEMENTS III- 1 Summary of Fire Demands III- 2 Summary of Projected Demands III- 3 Existing System Capacities III- 4 Storage Requirements III- 5 Summary of Piping Network Analyses III- 6 Recommended Improvements and Cost Estimates I:�MK\CAPEGIR�EXHIB[T.0 9 EX�-IIBIT C PRELIMINARY TABLE OF CONTENTS (Cont.) 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St. Louis, Missouri In accordance with the AGREEMENT for PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994 between the City of Cape Girardeau, Missouri (hereinafter called OWNER)and Burns&McDonnell Engineering Company,Inc. (hereinafter called ENGINEER), OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE This Authorization No. 9 covers services involved in development of Risk Management Plan (RMP)under section 112r of the Clean Air Act for the Cape Rock Water Treatment Plant. A detailed description of the scope of services to be completed by Engineer and major assumptions upon which ENGINEER will rely in providing these services are presented in"Exhibits A and B." II. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein within seven(7) days upon authorization from OWNER, and will complete these services by no later than June 21, 1999, assuming a Notice-to-Proceed on or before April 15, 1999. It is understood that completion according to this schedule is contingent on the timely review by OWNER of submittals from ENGINEER, as does not contain contingency for any delay created by events beyond the control of the ENGINEER(such a adverse weather conditions, regulatory agency actions, force majeure events, etc.). III. COMPENSATION A. Amount of Payment 1. For services performed, OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, as follows: M:�ivIK\CAPEGIR�RMP�,AUTH9forl.doc Page 1 of 5 . • a. For time spent by personnel,payment at the hourly rates indicated in the Schedule of Hourly Labor Billing Rates Form BMR899. Such rates include overhead and profit. The schedule is effective to December 31, 1999. b. For expenses incurred by ENGINEER, such as authorized travel and subsistence including airfare, food, lodging, automobile rental, commercial services, and incidental expenses,the cost to ENGINEER plus 10 percent. c. For reproduction,printing, long-distance telephone calls, facsimile transmissions, company vehicle usage, testing apparatus, computer services and computer-assisted drafting (CAD), amounts will be charged according to the ENGINEER standard rates in effect at the time service is provided. 2. The payment for the Scope of Services described in this Authorization 9 shall not exceed the maximum amount of Fourteen-Thousand-Five-Hundred Dollazs ($14,500). ENGINEER shall invoice OWNER monthly for work done on this project. AUTHORI ON Y: CITY CITY CAPE GIRARDEAU, MISSOURI f � ATTEST / , �B µ,.�;=�----;_..__ Y � By ,�� z << . - ,� f+ �� '.-^ �«�3 �' > / �` `�� - ��_,` ACCEP BY: -. �" � ` �. - � � f � x' �,`. � �' � : :?. ;$, <,,tj 'r �< ,�� ' ��' � ' ��,�`�`i .. t� � Dr. Robert T. Berry, P.E. --�- � � Vice Presiden and Manager, St. uis Office M:uVIK\CAPEGIR�RMP�AUTH9forl.doc Page 2 of 5 s CITY OF CAPE GIRARDEAU, MISSOURI AUTHORIZATION NO. 9—RISK MANAGEMENT PLAN EXHIBIT A LIST OF ANTICIPATED MAJOR WORK TASK 1. Kick Off Meeting will be held in Cape Girazdeau, Missouri. The goals of the meeting are: • Confirm all the data required for modeling, including chemicals, quantities, locations, meteorological data, passive mitigation devices, etc. for Offsite Consequence Analyses. � Confirm what information will be provided to the ENGINEER, and what items the ENGINEER will determine. Some information like Dun and Bradstreet Numbers would be best provided by the O WNER. • ENGINEER will discuss preliminary identification of worst case and alternative release scenarios with OWNER to obtain agreement on both scenarios. • Determine the sites' five-year accident history. 2. Document the sites' five-year accident history. 3. Following agreement on the defined scenarios, one risk management chemical (chlorine)will be modeled for offsite consequence analyses. EPA's modeling software, RMP*Comp,will be used to evaluate the toxic gas endpoints associated with chlorine. One"worst case"and one"most likely"case scenario will be developed for each site. Develop a summary of the potentially affected population and public receptors using Landview III, which contains the US Census Bureau Tiger database, as well as the latest topo map from the US Department of Interior, Geological Survey. Following completion of the modeling analysis, and if desired by the owner,ENGINEER will overlay the model-determined toxic endpoint over a MARPLOT plot, or a 75 minute USGS map or aerial photograph, if readily available from OWNER. 4. Assist in the development the site's Management System to meet the requirements of RMP. ENGINEER will draft Management System based on the OWNER's inputs for the OWNER's review. Then ENGINEER will document the system. 5. Review OWNER'S Accidental Release Prevention Procedures and make recommendations to upgrade these procedures for an Accidental Release Prevention Program, as necessary. It is our understanding that OWNER'S operations and maintenance procedures are in place, but need to be documented. The Process Safety Information, and procedures covering Hazard Review, Training, Incident Investigation, and Compliance Audit for the chlorine process will be developed. The Hazard Review will be done jointly by the ENGINEER and OWNER, M:VvIK\CAPEGIR�RMP�AUTH9forl.doc Page 3 of 5 s lead by the ENGINEER. The training will be outlined by the ENGINEER and the training conducted by the OWNER. After OWNERS review, the ENGINEER will complete the Process Safety Information, and procedures covering Hazard Review, Training, Incident Investigation, and Compliance Audit. 6. Review OWNER'S Emergency Management Procedures and make recommendations to upgrade these procedures for an offsite Emergency Response Program as necessary. For the cost estimate it was assumed that the preliminary Emergency Management Procedures would be drafted by the ENGINEER, for the OWNERS review, then completed by the ENGINEER. 7. Compile the RMP elements for OWNER's review and comments. 8. Assist OWNER with the RMP Executive Summary. The ENGINEER will draft a RMP Executive Summary based on the OWNER's inputs for the OWNER's review. Then ENGINEER will put the Executive Summary into RMP*SUBMIT. 9. ENGINEER will draft Program Certifications for OWNER. 10. ENGINEER will insert all the information into RMP*SUBMIT, and label the diskettes for submission. Two paper copies of the Risk Management Plan will be provided to the OWNER. 1 l. ENGINEER is prepared to assist Owner in Program implementation and communication with the Public but no significant effort is anticipated. M:\MK\CAPEGIR�RMP�,AUTH9forl.doc Page 4 of 5 � ♦ CITY OF CAPE GIRARDEAU, MISSOURI AUTHORIZATION NO. 9—RISK MANAGEMENT PLAN EXHIBIT B LIST OF MAJOR ASSUMPTIONS • A Risk Management Plan is required for only the Cape Rock Water Treatment Plant. • Chlorine is the only Risk Management Chemical at the plant. • Existing drawings require little modified for"Process Hazards Analysis and Operation Procedures. • No significant effort required for Program implementation or communication with the Public. M:\MK\CAPEGIR�RMP�AUTH9forl.doc Page 5 of 5 � EXHIBIT NO. 1: COST PROPOSAL WORKSHEET BY TASK Client Name: CITY OF CAPE GIRARDEAU, MISSOUR! Project Title: RISK MANAGEMENT PLAN (RMP) B'llin Level - . Task ; I Estimated PEx PM SE PE CADD Number� Task Descri tion Mhrs � Cost °�_`t�.. �„�'��2.� ,k�3° �° :;9� 1 Organize Project/Kick Off Meeting/divide RMP elements 2� $1,94s � 8 �2 2 Document 5-year Accident History 1 $95 � 3 Offsite Consequence Analysis 8 $636 1 3 a '1Norst-case"and"Altemative Release"Scenarios a Assist in Development of a Management System 3 $285 3 5 Developed or review Prevention Program A. Provide Process Safety Information 3 $285 3 B. Conduct Hazard Review �o $933 2 8 C. Document Operation Procedures �3 $�,�53 � �0 2 D. Document Training Procedures s $84� 1 s E. Document Maintenance Procedures �s $�,503 2 �a F. Developed Incident Investiga6on Procedures a $372 1 3 F. Developed Compliance Audit Procedures 5 $as� 1 a 6 Document the Emergency Response Program 8 $�a3 2 6 7 Compile RMP elements 17 $�,s0� � 16 e Write an Executive Summary 9 $�� 8 9 Complete Program Certification 1 $95 1 �o Complete EPA's RMP*SUBMIT documentation �� $�,03� 1 �o �� Assist in Program implementation and communication 3 $2�� 2 with the Public Total Estimated Man-Hours: 142 1 23 112 4 2 Labor Cost: S13,125 QualjYy ControL• Gt1 - Concept Phase Review 1 $95 Q2- Technical Review 3 $285 Q3- Final Plan Review 2 $190 Total Quality Control: 6 �570 Fstimated Exnenses: Rate Com uter Time CADD : I$21.00 $42 Leggnd Com uter Time En ineerin MIP : I$11.00 $495 PEx -Project Executive Milea e&PerDiem: ;$0.325 $230 PM -Project Manager Tele hone&Lon Distance: $24 SE -Senior Engineer Air Fare&Car Rental: - PE -Project Engineer Re roduction&Photoco : i Hotel: i Miscellaneous Ex enses:; $14 Total Direct Expenses: $805 Total Estimated Cost: ;14,500 n�u��nn R��mc R lulcllnnnall COSTFOR�.WK� s CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTHORIZATION N0.10 - CAPE ROCK WATER TREATMENT PLANT AND ALLUVIAL WELL FIELD PROJECT CONSTRUCTION CONTRACT CR-2 RE-BID For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT for PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994, between the City of Cape Girardeau, Missouri, (hereinafter called OWNER), and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER), OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE This Authorization No. 10 covers services involved in re-bidding construction contract CR-2 for the Cape Rock Water Treatment Plant Expansion, Treatment Plant Expansion and Improvements and redesign of plant heating systems to change from electric heat to natural gas heat. A detailed description of the scope of services anticipated to be completed by ENGINEER and major assumptions upon which ENGINEER will rely on in providing these services are presented in "Exhibits A and B" and modifications required to Contract Documents are outlined in "Exhibits C and D". 11. TIME OF SERVICE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from Owner. Assuming a notice-to-proceed on May 4, 1999, ENGINEER will complete documents necessary for re-bid of contract CR-2 on June 15, 1999 and issue to Owner for review. On July 28, 1999, ENGINEER will issue re-bid documents to current plan holders and prequatified bidders. Dates defined herein are necessary to support proposed project schedule outlined in "Exhibit E". One week is allowed for Owner review of re-bid documents. I:\94159\I00100\CONTRAC'IICAPECONTAlO Page 1 of 2 . It is understood that completion according to this schedule is contingent on the timely review by OWNER of submittals from ENGINEER, as well as any delays created by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc.) III. COMPENSATION OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a maximum fee with a not-to-exceed cost basis. Payment for re-bidding services shall not exceed $59,300 as defined in Compensation Schedule No. 1. Payment for redesign services to change heating systems to natural gas shall not exceed $24,450 as defined in Compensation Schedule No. 2. Total payment for the scope of services described in this Authorization No. 10 shall not exceed the maximum amount of Eighty-Three Thousand-Seven Hundred and Fifty Dollars ($83,750.00). ENGINEER shall invoice OWNER monthly only to the extent of work completed for this project each month as outlined on the Compensation Schedules No. 1 and No. 2. Request for final payment by ENGINEER to OWNER shall only be made following opening of contractor bids. F�� .� �,�� ;1��,�: �- �,,. . �{� 4 �J..g�� . ��',�a�� '�4 ,�t��„w`r,: ,�,f f �� , � �`��r rtt�..,� _��a"�� a�'r�''� . AUTHORIZATION BY: ��,� � t �� ¢�,��, CITY OF CAPE GIRARD U, MISSOURI _�� ,�`1,, '°;��:;,'�� ;a; � � F d: ,� r �Pa %� ,�," '��`�,� ;�+; `` � , ,,-' � � BY� Attest.; � �;�` -' , ,��_. ��✓t !'' ,,� �3� �:�'` ." ''„,�'"�,,�� Date: �,� � � ,� :,....�.��:;�� ,�� °,`��s�'��:� r� �,. �.�.� 5 �� ;r,�:•::._�,. �r; : ACCEPTED BY: BURNS & cD N EL INEERING COMPANY, INC. By: , Dr. Robert . Berry, P.E. Vice President I:\94159\I00100\CONTRAC'IICAPECONT.010 Page 2 of 2 . CITY OF CAPE GIRARDEAU CAPE ROCK WATER TREATMENT PLANT AND ALLUVIAL WELL FIELD PROJECT CONSTRUCTION CONTRACT CR-2 RE-BID EXHIBIT A LIST OF MAJOR WORK TASKS 1. Finalize proposed deduct list for contract CR-2 and discuss with OWNER. 2. Prepare Addendum No. 5 (re-bid documents) including redesign of heating systems to accomadate switch to natural gas and contractor prequalification documents. Drawing and specification modifications, additions and deletions are defined in"Exhibits B and C" 3. Review Addendum No. 5 documents with Owner and incorporate Owner comments. 4. Issue Addendum No. 5 to current plan holders and issue complete documents sets to new bidders. 5. Submit and coordinate approval of Addendum No. 5 with MDNR. 6. Review Contractor Prequalification packages. 7. Address bidders questions. 8. Evaluate bids received. 1:�94159\I00100\CONTRAC7IEXHIBITA.010 CITY OF CAPE GIRARDEAU CAPE ROCK WATER TREATMENT PLANT AND ALLUVIAL WELL FIELD PROJECT CONSTRUCTION CONTRACT CR-2 RE-BID EXHIBIT B LIST OF MAJOR ASSUMPTIONS It is ENGINEER's understanding that the OWNER will provide the following assistance, information, and/or related work elements: A. Assistance by placing at ENGINEER's disposal all available current information pertinent to this assignment. B. Liaison with other City of Cape Girardeau Departments and governing officials involved in the project. C. Reasonable access to other data and records related to this assignment that ENGINEER may determine need for. D. Timely review of all documents by Owner in accordance with project schedule. ENGINEER shall rely on information,drawings, etc.,made available by OWNER as accurate, based only on verification of certain key parameters (if necessary). L\941591100100�CONTRAC7�EXIiIBITB.W PD Cily of Cape Girardeau,Missouri Cape Rodc WTP Expansion Treatment Plant Expansion and Improvements ConsWcfion ConVad CR-2 Exhibit C Drawing Modication List Drawings Addendum No.5 Reissue Delete Edit Verbally Add Sketch Drawing Title UtA YARD PIPING UtC YARD PIPING U1 D YARD PIPING U1 E YARD PIPING US MISC.VALVE AND METER DETAILS Ut2 CHEMICAL PIT SCHEMATIC DIAGRAMS U13 CHEMICAL PIT SCHEMATIC DIAGRAMS FZ WELLFIELD PROCESS FLOW DIAGRAM F3 PIANT PROCESS FLOW DIAGRAM F4 P&ID-FIRST STAGE TREATMENT F5 P81D-SECOND STAGE TREATMENT F6 P&ID-FILTRATION,CLEARWELL AND HIGH SERVICE PUMPING F� TYPICAL FILTER AND BACKWASH PUMP STATION F8 ACTIVATED CARBON FEED SYSTEM F9A AMMONIA FEED SYSTEM F98 AMMONIA FEED SYSTEM F10 CARBON DIOXIDE FEED SYSTEM F11A CHLORINE FEED SYSTEM F��B CHLORINE FEED SYSTEM F�� COAGULANT FEED SYSTEM F�2g COAGULANT FEED SYSTEM F12C COAGULANT FEED SYSTEM F13 FLUOSILICIC ACID FEED SYSTEM F14 LIME FEED SYSTEM F15 CATIONIC POLYMER BLEND SYSTEM F16 POTASSIUM PERMANGANATE FEED SYSTEM F�8 FILTERAID FEED SYSTEM F19 PHOSPHATE FEED SYSTEM Fz1 CHEMICAL FEED SYSTEM DILUTION WATER F22 SAMPLE SCHEMATIC P3 AERATOR TOWER,PRIMARY FLOW SPLITTER PLAN P4 PRIMARY BLEND BASIN AND PRIMARY FLOW SPLITTER SECTIONS&DETAILS P5 PR�MARY SOLIDS CONTACT BASINS NO.1 PLAN AND SECTIONS P6 PRIMARY SOLIDS CONTACT BASINS NO.2 AND NO.3 PLAN P7 PRIMARY SOLIDS CONTACT BASINS NO.2 AND NO.3 SECTION AND DETAILS P9 BLEND/RECARBONATION BASIN AND SECONDARY LOW SPLITTER PLAN AND SECTION P11 SECONDARY FLOCCULATION/SEDIMENTATION BASINS NO.1 PLAN SECTION AND DETAILS P12 SECONDARY FLOCCULATION NO.2&NO.3./SECONDARY SEDIMENTATION NO.2&NO.3 PLAN P14 SECONDARY RESIDUALS RETURN PUMP STATION P75 FILTERS N0.1-8 LAYOUT PLANS P19 FILTERS N0.7-20 PIPING PLAN P20 FILTERS N0.7-20 PIPING SECTIONS AND DETAILS P23 LIME FEED BUILDING PLAN P24 LIME FEED BUILDING PLAN P25 LIME FEED BUILDING SLAKER CROSS SECTION P26 LIME FEED BUILDING PROCESS SECTION AND DETAILS P27 CHEMICAL FEED BUILDING EQUIPMENT LAYOUT PLAN P28 CHEMICAL FEED BUILDING PROCESS PIPING PERSPECTIVE P29A CHEMICAL FEED BUILDING PROCESS PIPING PLAN AND SECTIONS P298 CHEMICAL FEED BUILDING ENTIRE BUILDING PROCESS PIPING PLAN AND SECTIONS P30 CARBON DIOXIDE SYSTEM PROCESS PIPING PLAN AND SECTIONS P33A COAGULANT SYSTEM PROCESS PIPING PLAN AND SECTIONS P336 COAGULANT SYSTEM PROCESS PIPING PLAN AND SECTIONS P36 CARBON ROOM PROCESS PIPING PLAN AND SECTIONS P39 POTASSIUM PERM.SYSTEM PROCESS PIPING PLAN AND SECTIONS P41A CHEMICAL FEED BUILDING TANK SCHEDULE P43 CHEMICAL AND SAMPLE PIPING SECTIONS AND DETAILS F44 SAMPLE PUMP INSTRUMENTATION ROOM A3 NEW CHEMICAL FEED BUILDING ROOF PLAN A4 NEW CHEMICAL FEED BUILDING EXTERIOR ELEVATIONS A6 NEW CHEMICAL FEED BUILDING WALL SECTIONS AB NEW FILTER BUILDING ROOF PLAN A9 NEW FILTER BUILDING EXTERIOR ELEVATIONS A11 NEW FILTER BUILDING WALL SECTIONS Al2 EXISTING FILTER/CONTROL BUILDING FIRST FLOOR/CEILING PLAN A13 EXISTING FILTER/CONTROL BUILDING SECOND FLOOR/CEILING PLAN A18 BUILDING DETAILS 1:�94159\10041spec�SPECDWGADD.xIs 1 City of Cape Girardeau,Missouri Cape Rock WTP Expansion Treatment Plant Expansion and Improvements ConsWction Contract CR-2 Exhibit C Drawing Modica6on List Drawings Addendum No.5 Reissue Delete Edit Verbally Add Sketch Drawing Title �� BUILDING DETAILS �1 FINISH AND WINDOW SCHEDULE A23 DOOR AND WINDOW SCHEDULE �6 EXISTING CHLORINE FEED BUILDING RENOVATION/SHOWERS FLOOR AND CEILING PLANS S�$ EXISTING FILTER BUILDING RENOVATIONS S28A FILTER BUILDING-FRAMING SECTIONS AND DETAILS S�4 CHEMICAL FEED BUILDING FOUNDATION PLAN S42 WELLFIELD TRANSFORMER TOWERS PLAN AND SECTIONS S43 WELLFIELD TRANSFORMER TOWERS SECTIONS AND DETAILS S� SECONDARY RECIRC PUMP STATION FOUNOATION PLAN AND SECTIONS S45 SECONDARY REC�RC PUMP STATION ROOF FRAMING PLAN AND SECTIONS M2 CHEMICAL FEED BUILDING HVAC PLAN M10 CHEMICAL FEED BUIIDING LOWER DUCT DETAILS M12A LIME FEED BUILDING HVAC AND PIPING PLAN M�6 CHLORINE BUILDING RENOVATION MECHANICAL PLANS M17A EXISTING FILTER BUILDING HVAC PLANS M178 EXISTING FILTER BUILDING HVAC PIPING AND PLUMBING PLANS M17C EXISTING FILTER BUILDING SANITARY WASTE AND VENT PLANS M17D EXISTING FILTER BUILDING PLUMBING ISOMETRICS M17E EXISTING FILTER BUILDING PLUMBING ISOMETRICS M78 LOUVER SCHEDULE M19 POWER VENTILATOR SCHEDULE M20 UNIT HEATER SCHEDULE M21 MECHANICAL SCHEDULES M24 SECONDARY RESIDUAL RECIRC PUMP STATION MECHANICAL PLAN E2 ELECTRICAL SITE PLAN MAIN PLANT E4 4160 AND 480 VOLT ONE-LINE SUBSTATION E5 480 VOLT ONE-LINE SWBRD-1 AND SWBRD-2 FILTER BUILDING E6 480 VOLT ONE-LINE SWITCHBOARD 5 LIME FEED BUILDING E18 EX�STING FILTER BUILDING SECOND FLOOR POWER AND LIGHTING PLANS E33 POWER VENTIIATION CONTROL-DETAII A,SCHEMATIC 8 PANEL DETAILS E34 POWER VENTIWTION CONTROL-DETAIL B,SCHEMATIC &PANEL DETAILS E35 POWER VENTILATION CONTROL-DETAIL C,SCHEMATIC &PANEL DETAILS E36 POWER VENTILATION CONTROL-DETAIL D,SCHEMATIC &PANEL DETAILS E37 POWER VENTILATION CONTROI-DETAIL E,SCHEMATIC 8 PANEL DETAILS E38 POWER VENTILATION CONTROL-DETAIL F,SCHEMATIC 8 PANEL DETAILS IC2,SHT 1 GENERAL SITE AREA,I&C EQUIPMENT LAYOUT IC2,SHT 2 UNDERGROUND YARD PIPING,IBC LAYOUT IC2,SHT 3 UNDERGROUND YARD PIPING,18C LAYOUT IC2,SHT 4 AERATION TOWER,I6C EQUIPMENT IC2,SHT 5 RESIDUALS BLOWDOWN PIT,I&C LAYOUT IC2,SHT 6 BLEND BASINS,I&C LAYOUT IC2,SHT 7 SECONDARY RESIDUAL RETURN,18C LAYOUT IC2,SHT 8 NEW CIEARWELL,I&C LAYOUT IC2,SHT 9 WELL FIELD ELECTRICAL SITE PLAN IC2,SHT 10 WELL PUMP,IBC LAYOUT IC3,SHT 1 FILTER BUILDING,1&C LAYOUT IC3,SHT 2 FILTERS N0.7-20,18C PLAN VIEW IC3,SHT 3 FILTERS N0.7-20,I&C ELEVATION VIEW IC3,SHT 4 FILTER NO.1-6,I&C EQUIPMENT LAYOUT IC3,SHT 5 SECONDARY SEDIMENTATION BASIN,IBC LAYOUT IC3,SHT 6 SAMPLE ROOM,18C EQUIPMENT LAYOUT IC4,SHT 1 CHEMICAL FEED BUILDING,18C EQUIPMENT LAYOUT IC4,SHT 2 CARBON DIOXIDE FEED IC4,SHT 3 CATIONIC POLYMER FEED IC4,SHT 4 FLUOSILICIC ACID FEED IC4,SHT 5 COAGULANT FEED IC4,SHT 6 CHLORINE STORAGE AND FEED IC4,SHT7 EMERGENCYSCRUBBER IC4,SHT 8 ACTIVATED CARBON IC4,SHT 9 PHOSPHATE FEED IC4,SHT 10 FILTER AID FEED IC4,SHT 17 POTASSIUM PERM.FEED IC4,SHT 12 AQUA AMMONIA FEED IC5,SHT 1 HIGH SERVICE PUMP BUILDING ICS,SHT 2 LIME FEED BUILDING 1:�.94159\10041spec�.SPECDWG.ADD.xIs 2 Cily of Cape Girardeau,Missouri Cape Rock WfP 6cpansion Treatment Planl Expansion and Improvements Construction ConVact CR-2 E�ibit C Drawing Modication List Drawings Addendum No.5 Reissue Delete Edit Verbally Add Sketch Drawing Title ICS,SHT 3 PRIMARY SOLIDS CONTACT BASIN IC9 CP116 IC10 CP116 IC12 CP116 IC13 CP117 IC14 CP117 IC16 CP117 IC17 CP118 IC18 CP118 IC20 CP118 1C2� CP102&CP108 IC22 CP102 8 CP110 IC23 CP102&CP109 IC24 CP102&CP107 IC25 CP102 IC26 CP102 IC27 CP102 IC28 CP102 IC29 CP102 IC34 CP103 IC35 CP103 IC36 CP103 IC37 CP103 �C� CP103 IC39 CP103 �� CP103 �� CP103 IC42 CP103 IC43 CP703 IC44 CP104 IC45 CP104 IC46 Cp�pq IC47 CP104 IC48 CP104 IC49 Cp�pq IC50 CP104 IC51 CP104 IC52 CP721-CP140 IC53 CP121-CP140 IC55 CP121-CP140 IC56 CP105 IC57 CP105 �C58 CP105 IC59 CP105 �C60 CP105 IC61 CP105 IC62 CP105 IC64 CP107 IC65 CP109 IC67 CP301&CP302 IC69 CP101 IC70 CP101 IC74 CP101 IC75 CP101 IC77 CP101 IC86 CP120 IC87 CP120 IC90 CP120 IC91 CP120 IC92 CP120 IC100 PLC NETWORK IC105 MISC ELECTRICAL CONNECTIONS 1:�94159N 004�spedSPECDWG.ADD.xIs 3 v City of Cape Girardeau,Missouri Cape Rock WTP Expansion Treatment Plant Expansion and Improvements ConsUudion Contrad CR-2 Exhibit D Specification Modification List SPECIFICATIONS Addendum 5 REISSUE DELETE EDIT VERBALLY ADD SPECIFICATION DESCRIPTION 07312 ASPHALT SHINGLES 09900 PROTECTIVE COATINGS 10505 METAL LOCKERS 11210 HORIZONTAL SPLIT CASE CENTRIFUGAL PUMPS 11211 DRY PIT CENTRIFUGAL SLUDGE PUMPS 11220 BLEND/RECARBONATION BASIN EQUIPMENT 11221 FLOCCULATING EQUIPMENT 11225 SOLiDS CONTACT UNIT EQUIPMENT 11226 CIRCULAR FLOCCULATION-SEDIMENTATION EQUIPMENT 11230 AERATION EQUIPMENT 11240 POLYMER FEED SYSTEM 11241 LIME SILOS AND LIME FEED EQUIPMENT 11242 PRESSURE BLOWER PACKAGE 11244 CHEMICAL FEED PUMPS 11246 CARBON FEED SYSTEM 11247 POTASSIUM PERM.FEED SYSTEM 11248 CARBON DIOXIDE STORAGE AND FEED SYSTEM 11260 CHLORINE FEED EQUIPMENT 13200 LIQUID STORAGE TANKS 13205 AMMONIA STORAGE TANKS 13220 FILTER UNDERDRAINS AND WASH WATER TROUGHS 13226 FILTRATION MEDIA 15150 VALVES AND APPURTENANCES 15135 METERS AND GAGES 15440 PLUMBING FIXTURES 15782 PACKAGED ROOFTOP HEAT PUMP UNITS 15835 UNIT HEATERS 15853 POWER VENTILATORS 15854 SPLIT SYSTEM AIR-HANDLiNG UNITS 15985 SEQUENCE OF OPERATION 16111 CONDUIT,FITTINGS,AND ACCESSORIES 16311 4160 VOLT METAL ENCLOSED SWITCHGEAR 16450 GROUNDING 16901 CONTROL PANELS-1&C 16902 MEASURING AND COM'ROLLING INSTRUMENTS AND LOOPS 16910 SEISMIC EVENT SENSOR SYSTEM 16920 COMPUTER SYSTEM GENERAL 16921 OPERATOR WORKSTATIONS 16923 UNINTERRUPTIBLE POWER SYSTEMS SPECDWG.ADD.xis � CITY OF CAPE GIRARDEAU CAPE ROCK WATER TREATMENT PLANT AND ALLUVIAL WELL FIELD PROJECT CONSTRUCTION CONTRACT CR-2 RE-BID EXHIBIT E Proposed Project Re-Bid Schedule May 4 Notice-to-Proceed. May 13 Issue revised Invitation to Bid, revised Instructions to Bidders, and contractor prequalification packages to Owner for review. May 20 Receive Owner's review comments on Invitation to Bid, Instructions to Bidders, and Contractor prequalification packages. May 27 Advertise for bid,mail out Instructions to Bidders, and Contractor prequalification packages to prospective bidders. June 11 Deadline for submission of prequalification packages from prospective bidders. June 15 Complete redesign work and re-bid documents to issue to Owner for review. June 16 Engineer reviews Contractor prequalification packages and issues approved bidders list and prequalification documents to Owner to review. June 21 Notify prospective bidders by mail of bid qualification status. June 22 Receive review comments on re-bid documents from Owner. June 28 Issue re-bid documents to prequalified prospective bidders and current planholders. Issue re-bid documents to MDNR for approval.. July 21 Bids opened. July 26 Issue recommendation to award, issue bid documents to MDNR for approval. August 2 CiTy Council authorizes Award of Construction Contract contingent upon MDNR approval. August 25 Receive MDNR approval of bid documents. August 30 Issue Contract documents to successful bidder, issue Notice-to-Proceed. 1:\94159�I OO I OO�COMRAC7IEXF{IBITE.WPD 0 a n n M r, r, m n r, m 3 N � � m � °' o a o °' � N � � � r1 N Q O U �n .i � � t a � � Q i' �o w � � ,' � o m + C N W �II! 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',, +,� CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTHORIZATION NO. 11 — POTABLE WATER STORAGE TANKS SEISMIC PROTECTION IMPROVEMENTS For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT for PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994, between the City of Cape Girardeau, Missouri, (hereinafter called OWNER), and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER), OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE This Authorization No. 11 covers services involved in design/bid phase and construction phase seismic protection improvements to the Cape Rock Plant, Ramsey Branch Plant, and Gordenville Tank. A detailed description of the scope of services anticipated to be completed by ENGINEER and major assumptions upon which ENGINEER will rely in providing these services are presented in "Exhibits A and B". II. SCHEDULE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete the design work defined herein within two (2) weeks to allow submission to grant authority for review. It is understood that adherence to this schedule is contingent on the timely receipt from the CLIENT of information needed by the ENGINEER to carry out this assignment, and the prompt review and return of all documents by OWNER of submittals from ENGINEER for comment and approval, as well as any delays created by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc.) M:\MK\CAPEGIR\distsys\11CONT.doc Page 1 of 2 . �. . �� III. COMPENSATION OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a maximum fee with a not-to-exceed cost basis. The ENGINEER proposes to complete the required design bid phase, and construction phase services for this project for a cost-not-to-exceed Twenty-Four-Thousand-Three-Hundred-Dollars ($24,300). A breakdown of this amount, provided as background information onlv to furnish a frame of reference for the proposed maximum fee, is enclosed as Exhibit Nos. 1 and 2 — Compensation Schedules for Design Phase, Bid Phase, and Construction Phase, respectively. s.l,..�. _ �AUTHORIZATI BY: CITY OF Cf, _ GIRARDEAU, MISSOURI :-^� � �j / r �� ' ' Attest: - , te: L�� , , � � - .,� ACCEPT . BURNS DO NE L E GINEERING COMPANY, INC. By: ' Dr. Robe T. Berry, P. . Vice President M:\MK\CAPEGIR\distsys\11CONT.doc Page 2 of 2 . 7� CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER STORAGE TANKS SEISMIC PROTECTION IMPROVEMENTS EXHIBIT A LIST OF ANTICIPATED MAJOR WORK TASKS Following is a listing of the major work tasks anticipated to be completed for this project. DESIGN / BID PHASE SERVICES 1. Review previous bid document package. (Previous package includes all seismic protection improvements previously proposed for construction.) 2. Recompile and update plans and specifications. Work defined for Cape Rock, Ramsey Branch, and Gordenville Tank (largest tank of the two) will be recompiled for bidding under this project. 3. Update front-end documents to include Year 2000 compliance requirements and prevailing wage requirements. 4. Submit documents to City for review. 5. Revise documents to reflect review comments. 6. Assist with bid advertisement. 7. Coordinate reproduction of bid sets. 8. Answer bidders questions. 9. Evaluate bids and prepare recommendations. 10. Submit documents to City to award. M:\MK\CAPEGIR\distsys\16EXHIBA.DOC Page 1 of 2 • f• . . CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER STORAGE TANKS SEISMIC PROTECTION IMPROVEMENTS EXHIBIT A LIST OF ANTICIPATED MAJOR WORK TASKS continued CONSTRUCTION PHASE SERVICES 1. Distribute Contract Documents and issue Notice-to-Proceed. 2. Review Submittals. 3. Coordinate correspondence will Contractor and Owner. 4. Periodic site visits during Construction (2-3 visits maximum). 5. Allen Bradley programming modifications (3 PLCs) and WonderWare Programming Services, including start-up services by Burns & McDonnell or Subconsultant. 6. Complete Conforming-to-Construction record drawings. 7. Complete Contract closeout documents. M:\MK\CAPEGIR\distsys\16EXHIBA.DOC Page 2 of 2 CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER STORAGE TANKS SEISMIC PROTECTION IMPROVEMENTS EXHIBIT B LIST OF MAJOR ASSUMPTIONS It is ENGINEER's understanding that the OWNER will provide the following assistance, information, and/or related work elements: A. Assistance by placing at ENGINEER'S disposal all available current information pertinent to this assignment, including previous plans, specifications, reports, permits, easement documentation, and other data. B. Liaison with other City of Cape Girardeau Departments and governing officials involved in the project. C. Available data on construction costs for similar and/or related work recently completed by the City of Cape Girardeau. D. Reasonable access to other data and records related to this assignment that ENGINEER may determine need for. E. OWNER will provide resident construction representative. F. Programming Services are based on the following: 1. No new WonderWare screens will be made. New tags will be added to the existing screens. 2. Each location has an existing PLC and radio in place and in service. 3. All new I/O signals can be added to each existing system with no major changes to the current radio system. 4. Programming and start-up services are based on three trips to Cape Girardeau. G. Bid documents are sold through ENGINEER's office. Plans and Project Manuals will be sold at a cost to recover printing charges. ENGINEER shall rely on information, drawings, etc. made available by OWNER as accurate, based only on verification of certain key parameters (if necessary). Page 1 of 1 M:\M K\CAPEGI R\distsys\16EXH I BB.DOC , �.' a y� m c� r, in m r� N . 3 �s�, � m� � 0 o '° O �' Q o U � � � � r u � d � � '! o a ;, L u ..� a W, o � C p7 ' o ro E °' � u r c U �y o � � u v F � S� .ti j w� � V N 4 y a v C .9 J _ � 01 i j p .1 :1 c U � � v � = m... o °' p :� m �.a ' N � 9 a� .. c aP! � �a W�,- o �+ N m .. a ,� " � . 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E U y � 361i a � t' � E � � c n � U � F- � v y � � c a � t9 c Q 0 0 0 10 a c W U .� a � � � o � 3 a U � � a � z � � ° '3" �n °' °' � �E � ee J � ai Va� o a ui m 'C .M N !? 2'J' U p��'j N � � O m � c 3 � E 3 � 2 3 y 10 c�' � E co a�i c �a � 1O C N � � V E � N � N F � m E o c n� � a;i asi � °� 3 d Ci m � � a v m c� �a�i m ° Z s a�i E E � � y � i � � O . 2' N d W N d' 41 � m y ; E 2 S � o o m a � y c � � � a o � � � c� a t'� � � �R 'o� 6 R Z � N � 'N y N R � O ry N U3 (n � ; � � � d d n� c � � � a m m a mL $ °tf nn $ � a O w `� `o a m S �s c c> E E � '� d � � L.3 L y a� g d � o o � d d d n o E c� a° a o � c� aac� c� c� ao � cnc� mo o � , . . � . E u Y � O d a � d d Z ~ � � Q; .+ cv ri a �n �v r C � c � Z � � O O U G. U 1 c CITY OF CAPE GIRARDEAU, MISSOURI POTABLE WATER TREATMENT AND DISTRIBUTION SYSTEM AUTHORIZATION NO. 13 — ENGINEERING SERVICES FOR WATER MAIN IMPROVEMENTS For PROFESSIONAL ENGINEERING SERVICES To BURNS & McDONNELL ENGINEERING COMPANY, INC. St. Louis, Missouri In accordance with the AGREEMENT for PROFESSIONAL ENGINEERING SERVICES dated March 21, 1994, between the City of Cape Girardeau, Missouri, (hereinafter called OWNER), and Burns & McDonnell Engineering Company, Inc. (hereinafter called ENGINEER), OWNER hereby authorizes ENGINEER to proceed with the following services: I. SCOPE This Authorization No. 13 covers services involved in design, pre-construction, bid, and construction phases as well as program management services for the below listed SRF water line improvements: ■ Lexington / Melody Lane Water Extension — North Sprigg Water Extension (Exhibit A) ■ Mt. Auburn Corridor Water Distribution Main (Exhibit B) ■ Meadowbrook Storage / Perryville Road Transmission — Lexington Road Extension (Exhibit C) ■ 16-Inch Main Project (Bertling Ave.) (Exhibit D) ■ 20-Inch Main Project (Cape Rock Drive) (Exhibit E) A detailed description of the scope of services anticipated to be completed by ENGINEER and major assumptions upon which ENGINEER will rely in providing these services are presented in the above referenced Exhibits. I1. SCHEDULE ENGINEER will proceed with providing the services set forth herein immediately upon verbal notice to proceed from OWNER, and will complete the design and program management work defined herein following receipt of notice to proceed from OWNER. Page 1 of 3 C:\My Dowments\environ-sa�itarylcape\CAPECONT-rev.doc � � It is understood that adherence to the schedule is contingent on the timely receipt from the CLIENT of information needed by the ENGINEER to carry out this assignment, and the prompt review and return of all documents by OWNER of submittals from ENGINEER for comment and approval, as well as any delays created by events beyond the control of the ENGINEER (such as adverse weather conditions, regulatory agency actions, force majeure events, etc.) The ENGINEER will complete Pre Construction Phase and Design services within 180 days of the Notice to Proceed. Bid Phase services will be completed within 120 days of advertisement for bids. Construction phase services will be complete within 365 days of Notice of Award to contractor. III. COMPENSATION OWNER shall compensate ENGINEER for providing the services set forth herein in accordance with the terms of the existing Agreement, based on a maximum fee with a not-to-exceed cost basis. Total payment for the scope of services described in this Authorization No. 13 shall not exceed the maximum amount Three Hundred Thirty Nine Thousand Dollars ($339,000). The breakdown by project is as follows: ■ 2-36/2-37: Lexington / Melody Lane Water Extension — North Sprigg Water Extension (Exhibit A) $ 46,600 ■ 2-47: Mt. Auburn Corridor Water Distribution Main (Exhibit B) $ 40,300 ■ 2-48: Meadowbrook Storage / Perryville Road Transmission — Lexington Road Extension (Exhibit C) $ 40,300 ■ 16-Inch Main Project (Bertling Ave.) (Exhibit D) $100,400 ■ 20-Inch Main Project (Cape Rock Drive) (Exhibit E) - 95 200 TOTAL $ 322,800 A breakdown of these, provided as background information onlv to furnish a frame of reference for the proposed maximum fee, is enclosed in the attached Exhibits — Compensation Schedules for Pre-Construction Phase, Design Phase, Bid Phase, Construction Phase, and Program Management. Page 2 of 3 C:Uvly Documents\environ-sanitary\capelCAPECONT-rev.doc � t AUTHO TION BY: CITY OF P€ GIRARDEAU, MISSOURI _._.. _.__...__. B . �� Atte t: � Date: �-��-�D ACCEPTED B : BURNS & Mc O N L EERING COMPANY, INC. By: � Dr. Robert T. Berry, P.E. Vice President Page 3 of 3 C:Vv1y Documentslenviron-sanitary4cape\CAPECONT-rev.doc l j CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements Lexington / Melody Lane Water Extension and North Sprigg Water Extension EXHIBIT A LIST OF ANTICIPATED MAJOR WORK TASKS Following is a listing of the major work tasks anticipated to be completed for this project. Development of the pipe alignment will be based on offsets from existing utilities and topographical features. PRE-CONSTRUCTION PHASE SERVICES ■ Hold kick-off meeting with appropriate OWNER staff. Purpose of the meeting will be to confirm the project limits and objectives, verify design schedule, and obtain other pertinent guidance regarding project from OWNER staff. Project includes installation of approximately 4000' of 12" main along Lexington, between Big Bend and Old Sprigg St. as well as approximately 1400' of 12" main along North Sprigg to Lexington. ■ Conduct a site visit to view general area of construction and confirm design plans. ■ Prepare technical specifications using the City's standard specification for water main replacement and extension, including but not limited to pipe, valves, hydrants, excavation, pavement restoration, and other surFace restoration. ■ Prepare bidding documents, construction documents, and schedule of quantities for bid package. Contract documents shall be City of Cape Girardeau standard documents modified to incorporate necessary language for participation in the State Revolving Fund (SRF) load program. ■ Assist OWNER in obtaining easements. ■ Assist OWNER in obtaining necessary construction permits. ■ Assist OWNER in presenting improvements to City Council and public. Page 1 of 3 C:\My Documents\environ-sanitary\cape\amendl3-mains\exhibitA.doc \ j CITY OF CAPE GIRARDEAU, MISSOURI Design Water Main Improvements Lexington / Melody Lane Water Extension and North Sprigg Water Extension EXHIBIT A LI_ST OF ANTICIPATED MAJOR WORK TASKS, continued BID PHASE SERVICES ■ Maintain bidder's list / issue bid documents. ■ Address questions submitted by bidders. ■ Issue necessary addenda. ■ Develop opinion of construction cost. ■ Evaluate bids received ■ Coordinate bid approval with MDNR. CONSTRUCTION PHASE SERVICES ■ Assist OWNER in conducting pre-construction conference with successful bidder. ■ Approve Contractor requests to OWNER for payment for construction work successfully completed. ■ Review compliance submittals (shop drawings) submitted by Contractor, for conformance with plans and specifications. ■ Provide interpretations of design intent for Contractor when field questions arise during construction; and prepare Change Orders (or review Change Requests by contractor), if any. ■ Attend monthly contractor meetings. ■ Prepare record (as-built) drawings from mark-ups provided by Contractor, following completion of construction. ■ Assist OWNER with close-out of construction contract. Page 2 of 3 C:\My Documents\environ-sanitary\cape\amendl3-mainslexhibitA.doc , , CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements Lexington / Melody Lane Water Extension , and North Sprigg Water Extension EXHIBIT A LIST OF MAJOR ASSUMPTIONS It is ENGINEER'S understanding that the OWNER will provide the following assistance, information, and/or related work elements: A. Assistance by placing at ENGINEER'S disposal all available current information pertinent to this assignment, including previous plans, specifications, reports, permits, easement documentation, and other data. B. Liaison with other City of Cape Girardeau Departments and governing officials involved in the project. C. Available as-built drawings, specifications, design notes, etc. defining the configuration of the existing water distribution system layout for the City of Cape Girardeau service area. D. Available data on construction costs for similar and/or related work recently completed by the City of Cape Girardeau. E. Reasonable access to other data and records related to this assignment that ENGINEER may determine need for. F. OWNER staff will negotiate and procure all necessary easements for construction of project. G. OWNER will provide resident construction representative. H. Bid documents are sold through ENGINEER's office. Plans and Project Manuals will be sold at a cost to recover printing charges. I. No allowance is included for rock probing pipe alignment. ENGINEER shall rely on information, drawings, etc. made available by OWNER as accurate, based only on verification of certain key parameters (if necessary). 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U V N � N O f0 U N � „ « � � U 3 d d 'c y� c 3w � � Q o y a � y a� n Q._ � E a a� � y �n � o � � N a�i � � � o � a`"i a�i c. o ..HT, c� c� a ¢ a � aa ¢ c� ao � <nc� ti � Of QI , N M � � tD � � CTQCJCJCJ N � i= y a o. Z R E � N C7 � �A 1� 00 � U V H 7 .iC C m Z E m o t� a` E . , CITY OF CAPE GIRARDEAU, MISSOURI Design Water Main Improvements Mt. Auburn Corridor Water Distribution Main EXHIBIT B LIST OF ANTICIPATED MAJOR WORK TASKS Following is a listing of the major work tasks anticipated to be completed for this project. Development of the pipe alignment will be based on offsets from existing utilities and topographical features. PRE-CONSTRUCTION PHASE SERVICES ■ Hold kick-off meeting with appropriate OWNER staff. Purpose of the meeting will be to confirm the project limits and objectives, verify design schedule, and obtain other pertinent guidance regarding project from OWNER staff. Project includes installation of approximately 1500' of 8" main westward from the intersection of Mt. Auburn and Wisteria, then south to the intersection of Julie Dr. and Farrar Dr. and approximately 5100' of 12" main from West Park Mall, westward along William St. to Mt. Auburn, then north along Mt. Auburn to Wisteria. ■ Conduct a site visit to view general area of construction and confirm design plans. ■ Prepare technical specifications using the City's standard specification for water main replacement and extension, including but not limited to pipe, valves, hydrants, excavation, pavement restoration, and other surface restoration. ■ Prepare bidding documents, construction documents, and schedule of quantities for bid package. Contract documents shall be City of Cape Girardeau standard documents modified to incorporate necessary language for participation in the State Revolving Fund (SRF) load program. ■ Assist OWNER in obtaining easements. ■ Assist OWNER in obtaining necessary construction permits. • Assist OWNER in presenting improvements to City Council and public. Page 1 of 3 C:UVty Documents\environ-sanitary\cape\amendl3-mains\exhibitB.doc CITY OF CAPE GIRARDEAU, MISSOURI Design Water Main Improvements Mt. Auburn Corridor Water Distribution Main EXHIBIT B LIST OF ANTICIPATED MAJOR WORK TASKS (continued� BID PHASE SERVICES ■ Maintain bidder's list / issue bid documents. ■ Address questions submitted by bidders. ■ Issue necessary addenda. ■ Develop opinion of construction cost. ■ Evaluate bids received ■ Coordinate bid approval with MDNR. CONSTRUCTION PHASE SERVICES ■ Assist OWNER in conducting pre-construction conference with successful bidder. ■ Approve Contractor requests to OWNER for payment for construction work successfully completed. • Review compliance submittals (shop drawings) submitted by Contractor, for conformance with plans and specifications. ■ Provide interpretations of design intent for Contractor when field questions arise during construction; and prepare Change Orders (or review Change Requests by contractor), if any. ■ Attend monthly contractor meetings. ■ Prepare record (as-built) drawings from mark-ups provided by Contractor, following completion of construction. ■ Assist OWNER with close-out of construction contract. Page 2 of 3 C:�My Documents\environ-sanitary\cape\amendl3-mainslexhibitB.doc CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements Mt. Auburn Corridor Water Distribution Main EXHIBIT B LIST OF MAJOR ASSUMPTIONS It is ENGINEER'S understanding that the OWNER will provide the following assistance, information, and/or related work elements: A. Assistance by placing at ENGINEER'S disposal all available current information pertinent to this assignment, including previous plans, specifications, reports, permits, easement documentation, and other data. B. Liaison with other City of Cape Girardeau Departments and governing officials involved in the project. C. Available as-built drawings, specifications, design notes, etc. defining the configuration of the existing water distribution system layout for the City of Cape Girardeau service area. D. Available data on construction costs for similar and/or related work recently completed by the City of Cape Girardeau. E. Reasonable access to other data and records related to this assignment that ENGINEER may determine need for. F. OWNER staff will negotiate and procure all necessary easements for construction of project. G. OWNER will provide resident construction representative. H. Bid documents are sold through ENGINEER's o�ce. Plans and Project Manuals will be sold at a cost to recover printing charges. I. No allowance is included for rock probing pipe alignment. ENGINEER shall rely on information, drawings, etc. made available by OWNER as accurate, based only on verification of certain key parameters (if necessary). By: Burns & McDonnell Page 3 of 3 C:WIy Documents\environ-sanitary\cape\amendl3-mains\exhibitB.doc �,tQ;; N N N N N � aa�� ,y,g� � �3�;' m a � � c � A �� 0� � � � a�i p ; ` � ptn Q ; a� c a`� ia � � �a's' y � .�.m �a`U-i � as ao ao m ao ro ao � � �'W � U ,,,� c � et y C W U C LL1 �� G1 W � � � C m � a .� y C C � a � N > �...� x cL N U � W � ao ao m ao ao w st ao o W � � W W = O � cp � � o � a na c � ' o o c o 0 — o. n`. W U � � � � � � � y E'!�: a0 e- N � 7 N t c0 �,.� X � � Q a. 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C C V � � O � y U y O O U � � � � � � `o � 2 E � � Q o n ai rn � � Y y y y y V C p C N � y C � C L �, Q Z 3 O p y � V C N � � � � C U C N � � 3 .�� p � y � N e�a in �o W o �n n c o 3 '> p a`"i 3 m m � o ._ m� . � a� a� o ; a� 'a �n a� � � c � 3 y '> � `o Z ,� > � L fO � uoi m � � m � r�i� 3 c a�i � � � c o � a � v � v°�iL � �v� � = X m p caU c aa `o� � ma � � � � � �� «��L N � � a Z. y � O � C� V tq N O f0 U y ,,., � � � U 3 m d � y c c 3 .� 2 c�i � y N C y y a7 cC ._ U � �.� U ul N � C d y •y > �' fl' E C N > y C T O � N N � � � O � N C) n. O � V V a ¢ ¢ � a a ¢ V Q- 0 � � V N � m C7 � N M Q � 1D 'C �' � � d � � � N A � Y � O. Z � � � N (") �f � I� CO V v F� 3 m p Z E = � U a � CITY OF CAPE GIRARDEAU, MISSOURI Design Water Main Improvements Meadowbrook Storage / Perryville Road Transmission and Lexington Road Extension EXHIBIT C LIST OF ANTICIPATED MAJOR WORK TASKS Following is a listing of the major work tasks anticipated to be completed for this project. Development of the pipe alignment will be based on offsets from existing utilities and topographical features. PRE-CONSTRUCTION PHASE SERVICES ■ Hold kick-off meeting with appropriate OWNER staff. Purpose of the meeting will be to confirm the project limits and objectives, verify design schedule, and obtain other pertinent guidance regarding project from OWNER staff. Project includes installation of approximately 4800' of 12" main along Perryville Rd., from West Cape Rock Dr., north to Kenneth Dr. Installation of the Lexington Rd. Extension will also be included as follows: ■ 1400' of 12" main along Lexington between North Church and Route W ■ 825' of 12" main along Lexington between Abbey Rd. and Dixie ■ 2700' of 12" main along Lexington between Rampart and Perryville Rd. ■ 1150' of 6" main along David Dr. from Lexington to Lisa Dr. ■ Conduct a site visit to view general area of construction and confirm design plans. ■ Prepare technical specifications using the City's standard specification for water main replacement and extension, including but not limited to pipe, valves, hydrants, excavation, pavement restoration, and other surface restoration. ■ Prepare bidding documents, construction documents, and schedule of quantities for bid package. Contract documents shall be City of Cape Girardeau standard documents modified to incorporate necessary language for participation in the State Revolving Fund (SRF) load program. ■ Assist OWNER in obtaining easements. ■ Assist OWNER in obtaining necessary construction permits. ■ Assist OWNER in presenting improvements to City Council and public. BID PHASE SERVICES Page 1 of 3 C:Uvly Documents\environ-sanitary\cape\amendl3-mains\exhibitC.doc . , CITY OF CAPE GIRARDEAU, MISSOURI Design Water Main Improvements Meadowbrook Storage / Perryville Road Transmission and Lexington Road Extension EXHIBIT C LIST OF ANTICIPATED MAJOR WORK TASKS, continued ■ Maintain bidder's list / issue bid documents. • Address questions submitted by bidders. ■ Issue necessary addenda. ■ Develop opinion of construction cost. ■ Evaluate bids received ■ Coordinate bid approval with MDNR. CONSTRUCTION PHASE SERVICES ■ Assist OWNER in conducting pre-construction conference with successful bidder. ■ Approve Contractor requests to OWNER for payment for construction work successfully completed. ■ Review compliance submittals (shop drawings) submitted by Contractor, for conformance with plans and specifications. ■ Provide interpretations of design intent for Contractor when field questions arise during construction; and prepare Change Orders (or review Change Requests by contractor), if any. ■ Attend monthly contractor meetings. ■ Prepare record (as-built) drawings from mark-ups provided by Contractor, following completion of construction. ■ Assist OWNER with close-out of construction contract. Page 2 of 3 C:UAy Documents\environ-sanitary\cape\amendl3-mainslexhibitC.doc CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements Meadowbrook Storage / Perryville Road Transmission and Lexington Road Extension EXHIBIT C LIST OF MAJOR ASSUMPTIONS It is ENGINEER'S understanding that the OWNER will provide the following assistance, information, and/or related work elements: A. Assistance by placing at ENGINEER'S disposal all available current information pertinent to this assignment, including previous plans, specifications, reports, permits, easement documentation, and other data. B. Liaison with other City of Cape Girardeau Departments and governing officials involved in the project. C. Available as-built drawings, specifications, design notes, etc. defining the configuration of the existing water distribution system layout for the City of Cape Girardeau service area. D. Available data on construction costs for similar and/or related work recently completed by the City of Cape Girardeau. E. Reasonable access to other data and records related to this assignment that ENGINEER may determine need for. F. OWNER staff will negotiate and procure all necessary easements for construction of project. G. OWNER will provide resident construction representative. H. Bid documents are sold through ENGINEER's office. Plans and Project Manuals will be sold at a cost to recover printing charges. I. No allowance is included for rock probing pipe alignment. ENGINEER shall rely on information, drawings, etc. made available by OWNER as accurate, based only on verification of certain key parameters (if necessary). By: Burns & McDonnell Page 3 of 3 C:WIy Documents\environ-sanitary\cape\amendl3-mains\exhibitC.doc SQ N N N N N p '��` �-ag >'yib,qd,g. (C > �F d � �•, c .....,.3 � `7 � � N U 0'• d N o O . 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Development of the pipe alignment will be based on offsets from existing utilities and topographical features. DESIGN PHASE SERVICES ■ Obtain and/or gather additional information on distribution system as needed to complete design of improvements, from OWNER and other sources. Design services include replacement of an existing 12" main along Bertling Avenue befinreen Old Sprigg Street and the Cape Rock/Perryville Pump Station with 16" pipe. Approximately 5300 ft. of pipe is required along Bertling Avenue from Old Sprigg Street to Perryville Road, then north along Perryville Road to Cape Rock Drive. Installation of an additional 1500' of 6" main along Lyndhurst, north from Bertling Avenue to Huntington, and west along Huntington to Cape Rock Drive will also be needed. ■ Hold kick-off meeting with appropriate OWNER staff. Purpose of the meeting will be to confirm the project limits and objectives, verify design schedule, and obtain other pertinent guidance regarding project from OWNER staff. ■ Coordinate subconsultant's topographic and property survey efforts. Below ground utilities will be located as marked in the field by the respective utility companies. Subsurface investigations will not be conducted. ■ Following completion of the field survey, conduct a site visit to view general area of construction and confirm topographical features and utilities. ■ Develop preliminary pipe alignment and confirm layout with OWNER staff. ■ Prepare detailed contract drawings (22" x 34") for installation of 6" and 16" diameter pipe. Drawings will consist of a cover/index sheet, an abbreviations/general notes sheet, approximately thirteen sheets containing plan and profile views of the pipe alignment at 1"=20' scale, and approximately three detail sheets. Hydrant location will be coordinated with fire department officials. Page 1 of 5 C:\My Documents\environ-sanitary\cape\amend13-mains\exhibitD.doc . , CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements 16-inch Main Project (Bertling Ave.) EXHIBIT D LIST OF ANTICIPATED MAJOR WORK TASKS, continued DESIGN PHASE SERVICES, (cont'd) ■ Prepare technical specifications using the City's standard specification for water main replacement and extension, including but not limited to pipe, valves, hydrants, excavation, pavement restoration, and other surFace restoration. ■ Submit 95% plans and specifications to OWNER and MDNR and meet with OWNER to discuss review comments. ■ Incorporate OWNER, MDNR and QC review comments and finalize plans and specifications, then submit to OWNER for use in soliciting bids and obtaining necessary permits. ■ Prepare bidding documents, construction documents, and schedule of quantities for bid package. Contract documents shall be City of Cape Girardeau standard documents modified to incorporate necessary language for participation in the State Revolving Fund (SRF) load program. ■ Assist OWNER in obtaining easements. ■ Assist OWNER in obtaining necessary construction permits. ■ Assist OWNER in presenting improvements to City Council and public. BID PHASE SERVICES ■ Maintain bidder's list / issue bid documents. ■ Address questions submitted by bidders. ■ Issue necessary addenda. ■ Develop opinion of construction cost. BID PHASE SERVICES, (cont'd) Page 2 of 5 C:\My Documents\environ-sanitary\cape\amend13-mains\exhibitD.doc ♦ � CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements 16-inch Main Project (Bertling Ave.) EXHIBIT D LIST OF ANTICIPATED MAJOR WORK TASKS, continued ■ Evaluate bids received ■ Coordinate bid approval with MDNR. CONSTRUCTION PHASE SERVICES ■ Assist OWNER in conducting pre-construction conference with successful bidder. ■ Approve Contractor requests to OWNER for payment for construction work successfully completed. ■ Review compliance submittals (shop drawings) submitted by Contractor, for conformance with plans and specifications. ■ Provide interpretations of design intent for Contractor when field questions arise during construction; and prepare Change Orders (or review Change Requests by contractor), if any. ■ Attend monthly contractor meetings. ■ Prepare record (as-built) drawings from mark-ups provided by Contractor, following completion of construction. ■ Assist OWNER with close-out of construction contract. Page 3 of 5 C:\My Documents\environ-sanitary\cape\amend13-mains\exhibitD.doc . , CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements 16-inch Main Project (Bertling Ave.) EXHIBIT D LIST OF MAJOR ASSUMPTIONS It is ENGINEER's understanding that the OWNER will provide the following assistance, information, and/or related work elements: A. Assistance by placing at ENGINEER'S disposal all available current information pertinent to this assignment, including previous plans, specifications, reports, permits, easement documentation, and other data. B. Liaison with other City of Cape Girardeau Departments and governing officials involved in the project. C. Available as-built drawings, specifications, design notes, etc. defining the configuration of the existing water distribution system layout for the City of Cape Girardeau service area. D. Available data on construction costs for similar and/or related work recently completed by the City of Cape Girardeau. E. Reasonable access to other data and records related to this assignment that ENGINEER may determine need for. F. OWNER staff will negotiate and procure all necessary easements for construction of project. G. OWNER will provide resident construction representative. H. Surveying subconsulting services do not include any easement descriptions. Easement descriptions can be prepared at a cost of$200 each. I. Bid documents are sold through ENGINEER's office. Plans and Project Manuals will be sold at a cost to recover printing charges. Page 4 of 5 C:\My Documents\environ-sanitary\cape\amend13-mainslexhibitD.doc CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements 16-inch Main Project (Bertling Ave.) EXHIBIT D LIST OF MAJOR ASSUMPTIONS, continued J. No allowance is included for rock probing proposed pipe alignment. ENGINEER shall rely on information, drawings, etc. made available by OWNER as accurate, based only on verification of certain key parameters (if necessary). 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U p_ p n N 07 "' C p C N Ifl y C Ol C t N � � Z 3 N � R � � O O � � U C � � ~ V C V N � ` OI � •2 a� '�o � � ,,. 3 .y o Rtli nW � � � � 3 > p a�'i 3 (j� � umi a,,,ci � � c c 3 aUi > � `o Z � > � L f9 � G 3 � � � � t�i1 3 C d Q' y � a C O � � � � f0 N L � y � �'_'-' X m a mU c na � E La � p oa p� U � t1 � '"' �y N � N a �C y O c4 U p � � d V U 3 m d �n a� c 3 w 2 � o •' A � y �o m .� � E rn d •� y T �. C d ..d.. y � N `1 � C � Vl > d C y V V a ¢ ¢ � a a ¢ V d � � Cn (� N a N G1 e- N M Q � t0 Qi � � Q d � Q 0 � A H Y � � Z � E .- N l+1 7 � 1� [O V Y C CI ~ Z � m Q U a E . -� � CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements 20-inch Main Project (Cape Rock Drive) EXHIBIT E LIST OF ANTICIPATED MAJOR WORK TASKS Following is a listing of the major work tasks anticipated to be completed for this project. Development of the pipe alignment will be based on offsets from existing utilities and topographical features. DESIGN PHASE SERVICES ■ Obtain and/or gather additional information on distribution system as needed to comptete design of improvements, from OWNER and other sources. Design services include a new 20" main from the Cape Rock Drive Water Treatment plant to the intersection of Cape Rock Drive and Big Bend (Hwy 177). The length of this project is estimated at 5,760 feet and the actual route will be as determined by the Route Study For 20-inch Main Project under Authorization No. 12. ■ Hold kick-off meeting with appropriate OWNER staff. Purpose of the meeting will be to confirm the project limits and objectives, verify design schedule, and obtain other pertinent guidance regarding project from OWNER staff. ■ Coordinate subconsultant's topographic and property survey efforts. Below ground utilities will be located as marked in the field by the respective utility companies. Subsurface investigations will not be conducted. ■ Following completion of the field survey, conduct a site visit to view general area of construction and confirm topographical features and utilities. ■ Develop preliminary pipe alignment and confirm layout with OWNER staff. ■ Prepare detailed contract drawings (22" x 34") for installation of 20" diameter pipe. Drawings will consist of a cover/index sheet, an abbreviations/general notes sheet, approximately thirteen sheets containing plan and profile views of the pipe alignment at 1"=20' scale, and approximately three detail sheets. Hydrant location will be coordinated with fire department officials. ■ Prepare technical specifications using the City's standard specification for water main replacement and extension, including but not limited to pipe, valves, hydrants, excavation, pavement restoration, and other surface restoration. Page 1 of 5 C:\My Documents\environ-sanitary\cape\amend13-mains\exhibitE.doc / -� � CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements 20-inch Main Project (Cape Rock Drivej EXHIBIT E LIST OF ANTICIPATED MAJOR WORK TASKS, continued ■ Submit 95% plans and specifications to OWNER and MDNR and meet with OWNER to discuss review comments. ■ Incorporate OWNER, MDNR and QC review comments and finalize plans and specifications, then submit to OWNER for use in soliciting bids and obtaining necessary permits. ■ Prepare bidding documents, construction documents, and schedule of quantities for bid package. Contract documents shall be City of Cape Girardeau standard documents modified to incorporate necessary language for participation in the State Revolving Fund (SRF) load program. ■ Assist OWNER in obtaining easements. ■ Assist OWNER in obtaining necessary construction permits. ■ Assist OWNER in presenting improvements to City Council and public. BID PHASE SERVICES ■ Maintain bidder's list/ issue bid documents. ■ Address questions submitted by bidders. ■ Issue necessary addenda. ■ Develop opinion of construction cost. BID PHASE SERVICES, (cont'd) ■ Evaluate bids received ■ Coordinate bid approval with MDNR. Page 2 of 5 C:\My Documents\environ-sanitary\cape\amend13-mains\exhibitE.doc / "' ' CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main improvements 20-inch Main Project (Cape Rock Drive) EXHIBIT E LIST OF ANTICIPATED MAJOR WORK TASKS, continued CONSTRUCTION PHASE SERVICES ■ Assist OWNER in conducting pre-construction conference with successful bidder. ■ Approve Contractor requests to OWNER for payment for construction work successfully completed. ■ Review compliance submittals (shop drawings) submitted by Contractor, for conformance with plans and specifications. ■ Provide interpretations of design intent for Contractor when field questions arise during construction; and prepare Change Orders (or review Change Requests by contractor), if any. ■ Attend monthly contractor meetings. ■ Prepare record (as-built) drawings from mark-ups provided by Contractor, following completion of construction. ■ Assist OWNER with close-out of construction contract. Page 3 of 5 C:\My Documents\environ-sanitary\cape\amend13-mains\exhibitE.doc . -� � CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements 20-inch Main Project (Cape Rock Drive) EXHIBIT E LIST OF MAJOR ASSUMPTIONS It is ENGINEER's understanding that the OWNER will provide the following assistance, information, and/or related work elements: A. Assistance by placing at ENGINEER'S disposal all available current information pertinent to this assignment, including previous plans, specifications, reports, permits, easement documentation, and other data. B. Liaison with other City of Cape Girardeau Departments and governing officials involved in the project. C. Available as-built drawings, specifications, design notes, etc. defining the configuration of the existing water distribution system layout for the City of Cape Girardeau service area. D. Available data on construction costs for similar and/or related work recently completed by the City of Cape Girardeau. E. Reasonable access to other data and records related to this assignment that ENGINEER may determine need for. F. OWNER staff will negotiate and procure all necessary easements for construction of project. G. OWNER will provide resident construction representative. H. Surveying subconsulting services do not include any easement descriptions. Easement descriptions can be prepared at a cost of$200 each. I. Bid documents are sold through ENGINEER's office. Plans and Project Manuals will be sold at a cost to recover printing charges. Page 4 of 5 C:\My Documents\environ-sanitary\cape\amend13-mains\exhibitE.doc • �� a CITY OF CAPE GIRARDEAU, MISSOURI Design of Water Main Improvements 20-inch Main Project (Cape Rock Drive) EXHIBIT E LIST OF MAJOR ASSUMPTIONS, continued J. No allowance is included for rock probing proposed pipe alignment. ENGINEER shall rely on information, drawings, etc. made available by OWNER as accurate, based only on verification of certain key parameters (if necessary). 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