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HomeMy WebLinkAbout7127RESOLUTION NO. 7127 A RESOLUTION APPROVING AN AGREEMENT BETWEEN THE CITY OF PUEBLO AND LONCO, INC., FOR PROFESSIONAL SERVICES ASSOCIATED WITH THE REPLACEMENT OF THE MAIN STREET BRIDGE BE IT RESOLVED BY THE CITY COUNCIL OF PUEBLO, COLORADO, that: CprTTnN 1 An Agreement dated May 10, 1993, a copy of which is on file at the office of the City Clerk and made a part hereof by reference, after having been approved as to form by the City Attorney, by and between Pueblo, a Municipal Corporation, and Lonco, Inc., is hereby approved. SECTION 2. Funds for said professional services small be paid from Highway User Trust Funds, Account Number 05- 1993 - 413 - 000 - 040 -3550. CFrTT0K1 2 The President of the City Council is hereby authorized to execute the said Agreement on behalf of Pueblo, a Municipal Corporation, and the City Clerk shall affix the seal of the City thereto and attest the same. ATTEST: Ci fy Cler INTRODUCED May 10 , 1993 By JOYCE LAWRENCE Councilperson APPROVED Pre dent of he Council STANDARD FORM OF AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES THIS AGREEMENT made and entered this 10th day of May, 1993 by and between the City of Pueblo, a Municipal Corporation (herein- after "Owner ") and Lonco, Inc., a professional engineering firm (hereinafter "Engineer ") for Engineer to render certain profes- sional engineering and related services for Owner in connection with Main Street Bridge Replacement Project, hereinafter referred to as the "Project." In consideration of the mutual covenants hereinafter set forth, the parties agree as follows: SECTION 1. GENERAL 1.1 Engineer shall satisfactorily perform professional engi- neering services for all phases of Project indicated below by mark placed in the appropriate box or boxes: [_] - Study and Report Phase [x] - Preliminary Design Phase [_] - Final Design Phase including preparation of Bid Docu- ments [ ] - Construction Phase Upon completion of any phase, Engineer shall not proceed with work on the next phase, if any, until authorized in writing by Owner to proceed therewith. Such services shall include all usual and customary professional engineering consultation and advice and the furnishing (directly "or through its professional consultants) of customary and usual civil, structural, mechanical and electrical engineering services. Engineer shall also provide any architectural, landscape architec- tural and surveying services incident to its work on the Project. 1.2 In performing the professional services, Engineer shall complete the work items described generally in Appendix A - Scope of Services and the items identified in Section 2 of this Agree- ment which are applicable to each phase for which Engineer is to render professional services. 1.3 Professional engineering services shall be performed under the direction and supervision of a registered Professional Engineer in good standing and duly licensed to practice in the State of Colorado. All reproductions of drawings produced under this Agreement shall be the same as at least one record set which shall be furnished to Owner and which shall be signed by and bear the seal of such registered Professional Engineer. 1.4 Surveying work included within or reasonably contem- •' i w STANDARD FORM OF AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES THIS AGREEMENT made and entered this 10th day of May, 1993 by and between the City of Pueblo, a Municipal Corporation (herein- after "Owner ") and Lonco, Inc., a professional engineering firm (hereinafter "Engineer ") for Engineer to render certain profes- sional engineering and related services for Owner in connection with Main Street Bridge Replacement Project, hereinafter referred to as the "Project." In consideration of the mutual covenants hereinafter set forth, the parties agree as follows: SECTION 1. GENERAL 1.1 Engineer shall satisfactorily perform professional engi- neering services for all phases of Project indicated below by mark placed in the appropriate box or boxes: [_] - Study and Report Phase [x] - Preliminary Design Phase [_] - Final Design Phase including preparation of Bid Docu- ments [ ] - Construction Phase Upon completion of any phase, Engineer shall not proceed with work on the next phase, if any, until authorized in writing by Owner to proceed therewith. Such services shall include all usual and customary professional engineering consultation and advice and the furnishing (directly "or through its professional consultants) of customary and usual civil, structural, mechanical and electrical engineering services. Engineer shall also provide any architectural, landscape architec- tural and surveying services incident to its work on the Project. 1.2 In performing the professional services, Engineer shall complete the work items described generally in Appendix A - Scope of Services and the items identified in Section 2 of this Agree- ment which are applicable to each phase for which Engineer is to render professional services. 1.3 Professional engineering services shall be performed under the direction and supervision of a registered Professional Engineer in good standing and duly licensed to practice in the State of Colorado. All reproductions of drawings produced under this Agreement shall be the same as at least one record set which shall be furnished to Owner and which shall be signed by and bear the seal of such registered Professional Engineer. 1.4 Surveying work included within or reasonably contem- plated by this Agreement shall be performed under the direction and supervision of a registered Professional Land Surveyor in good standing and duly licensed to practice in the State of Colorado. All plats and surveys produced under this Agreement shall be signed by and bear the seal of said Professional Land Surveyor. SECTION 2. ENGINEER SERVICES. 2.1 Study Report Phase If Engineer is to provide profes- sional services with respect to the Project during the Study and Report Phase, Engineer shall: (a) Consult with Owner to determine his requirements for the Project and review available data. (b) Advise Owner as to the necessity of his providing or obtaining from others data or services of the types described in paragraph 2.2(c), and assist Owner in obtaining any such services. (c) Provide special analyses of Owner's needs, planning surveys, site evaluations and comparative studies of prospective sites and solutions. (d) Identify and analyze requirements of governmental authorities and regulatory agencies involved in approval or permitting any aspect of Project. (e) Provide general economic analysis of Owner's requirements applicable to various alternatives. (f) Prepare a Report with appropriate exhibits indicat- ing clearly the considerations involved and the alternative solutions available to Owner, and setting forth Engineer's findings and recommendations with opinions of probable costs. (g) Furnish 6 copies of the Report and present and review it in person with Owner. 2.2 Preliminary Design Phase If Engineer is to provide professional services with respect to the Project during the Preliminary Design Phase, Engineer shall: (a) Consult with Owner and determine the general design concept and Project requirements based upon information furnished by Owner as well as any study Report on the Project. (b) Prepare and submit to Owner preliminary design documents consisting of final design criteria, preliminary draw- ings, an outline of specifications, and written descriptions of all significant features of Project. Preliminary design documents shall be sufficiently detailed and specific so as to be adequate and suitable for submission to the Colorado Public Utilities Commission in connection with an application for railroad bridge -2- grade separation replacement. (c) Prepare and submit to Owner a requirements check- list of any subsurface investigation, additional data, permits, or other information and requirements which is anticipated will be necessary for the design or construction of Project. (d) Provide written disclosure to Owner of significant design assumptions and design risks inherent in or presented by design alternatives, and make recommendations to Owner based thereon. (e) Prepare and submit to Owner a preliminary cost estimate for the Project including construction cost, contin- gencies, professional compensation, consultant fees, costs of land and rights of way, compensation for damages and finance costs, if any. (f) Preliminary design shall conform to the "Geometric Design Guide for Local Roads and Streets" issued by the American Association of State Highway and Transportation Officials (AASHTO) and all requirements set forth in any "Request for Qualifications" issued with respect to the services provided under this Agreement. (g) Engineer shall furnish 6 copies of each above referenced submittal document to Owner for Owner's use, and shall review same in person with Owner. 2.3 Final Design and Bidding Phase If Engineer is to provide professional services with respect to the project during the Final Design Phase, Engineer shall: (a) After consultation with the Owner, receipt of Owner's selection of any design options and review of the Prelimi- nary Design Documents, if any, prepare and submit to Owner final Drawings showing the scope, extent and character of the work to be performed by contractors, and Specifications describing such work and the requirements therefor. Such plans and Specifications shall comply with AASHTO's Geometric Design Guide For Local Roads and Streets," applicable building codes and requirements of regulatory agencies having any approval authority. (b) Make reasonable revisions to the Drawings and Specifications requested by Owner, informing the Owner of any change in probable construction costs as a result of such revisions. (c) Provide technical criteria, written descriptions and design data for Owner's use, and disclose any significant design risks inherent in or presented by design choices. (d) Based upon Engineer's best professional judgment, prepare and submit to owner a current detailed cost estimate for the project including construction cost, contingencies, profes- -3- sional compensation, consultant fees, land and right of way costs, damages and finance costs, if any. (e) prepare and submit to owner draft forms of contract agreement, general and special conditions, bid forms, invitations to bid, information for bidders, forms of warranty and including any special requirements imposed upon such contracts by any federal or other funding source and by any regulatory agency. in preparing such draft forms, engineer shall consider and incorpor- ate, to the extent both advisable and feasible, owner's standard forms of agreement, warranty, payment and performance bonds, general conditions and selected specifications. (f) After review and comment by Owner, prepare and submit final forms of contract agreement, general and special conditions, bid forms, invitations to bid, information for bidders, and forms of warranty, together with any Addenda which may be required or appropriate to correct errors, clarify Drawings or Specifications or advise of changes. 25 copies of these final bid documents shall be furnished to Owner. (g) Make recommendations to Owner concerning the need for prequalification of equipment, vendors or bidders, and, if requested by Owner, incorporate prequalification requirements in final bid and construction contract documents. (h) Attend a pre -bid conference with bidders to discuss Project requirements and receive requests for clarification, if any, to be answered by Engineer in writing to all plan holders. (i) Consult with and make recommendations to Owner concerning: acceptability of bidders, subcontractors, suppliers, materials, equipment, suitability of proposed "or equals ", amount of bids and any other matter involved in consideration and review of bids and bidders upon which Owner may reasonably request Engineer's advice. 2.4 Construction Phase. If Engineer is to provide profes- sional services with respect to the Project during the Construc- tion Phase, after award by the Owner of a general contract or contracts for construction of the Project, Engineer shall: (a) Perform all duties and functions to be performed by Engineer under the terms of the construction contract. (b) Visit the Project site, perform observations as to the progress and quality of the work and advise the Owner as to same. The frequency and level of observation shall be commensu- rate with the nature of the work and size of the Project, except that any specific provisions set forth in Appendix A - Scope of Services concerning the level of observation shall determine Engineer's obligation concerning level of observation. (c) Make determinations as to whether the work is -4- proceeding in accordance and compliance with the construction contract documents. (d) Promptly advise the Owner in writing of any omis- sions, substitutions, defects or deficiencies noted in the work of any contractor, subcontractor, supplier or vendor on the Project. (e) Reject any work on the Project that does not con- form to the contract documents. (f) On request of the Owner, the construction contrac- tor or any subcontractor on the Project, issue written interpreta- tions as to the Drawings and Specifications and requirements of the construction work. (g) Review shop drawings, samples, product data and other submittals of the contractor for conformance with the design concept of Project and compliance with the Drawings, Specifica- tions and all other contract documents, and indicate to Contractor and Owner with respect thereto, any exceptions noted, or modifica- tion or resubmittals required. (h) Review all applications of Contractor for payment and in connection with same, issue certificates for payment to the Owner for such amounts as are properly payable under the terms of the construction contract. Each such certificate shall constitute Engineer's representation to Owner that he has inspected the Project and that to the best of his knowledge, the work for which payment has been sought has been completed by Contractor in accordance with the Drawings, Specifications and other contract documents. (i) Subject to written concurrence by Owner, promptly render a written recommendation to Owner concerning all proposed substitutions of material and equipment. (j) Draft, for Owner's consideration, and offer recom- mendations upon, all proposed change orders and contract modifica- tions. (k) On application for final payment by the contractor, make a final inspection of the Project, assembling and delivering to the Owner any written guaranties, instruction manuals, as -built drawings, diagrams and charts required by the contract documents, and issuing a certificate of final completion of the Project. (1) The Engineer shall if so provided in the construc- tion contract, be the interpreter of the construction documents and arbiter of claims and disputes thereunder. Upon written request of the Owner or contractor, the Engineer shall promptly make written interpretations of the contract documents and render written decisions on all claims, disputes and other matters relating to the execution or progress of the work on the Project. The interpretations and decisions of the Engineer shall be final -5- and binding on the contractor and Owner, unless the Director of Public Works of the Owner shall, within seven calendar days after receipt of the Engineer's interpretation or decision, file his written objections thereto with the Engineer and contractor. 2.5 Additional Responsibilities This paragraph applies to all phases of Engineer's work. (a) Engineer shall be responsible for the professional quality, technical accuracy, timely completion and coordination of all of Engineer's work, including that performed by Engineer's consultants, and including designs, Drawings, Specifications, reports and other services, irrespective of Owner's approval or acquiescence in same. Engineer shall, without additional compen- sation, correct or revise any errors, omissions or other deficien- cies in his work. (b) Engineer shall be responsible, in accordance with applicable law, to Owner for all loss or damage to Owner caused by Engineer's negligent act or omission; except that Engineer hereby irrevocably waives and excuses Owner and its attorneys from com- pliance with any requirement to obtain a certificate of review as a condition precedent to commencement of an action, including any such requirements set forth in Section 13 -20 -602, C.R.S. or similar statute. (c) Engineer's professional responsibility shall comply with the standard of care applicable to the type of engineering and architectural services provided, commensurate with the size, scope and nature of the Project. (d) Engineer shall be completely responsible for the safety of Engineer's employees in the execution of work under this Agreement, shall provide all necessary safety equipment for said employees, and shall hold harmless and indemnify and defend Owner from any and all claims, suits, loss or injury to Engineer's employees. (e) Engineer acknowledges that, due to the nature of engineering and related professional services and the impact of same on the Project, the Owner has a substantial interest in the personnel and consultants to whom Engineer assigns principal responsibility for services performed under this Agreement. Consequently, Engineer represents that Engineer has selected and intends to employ or assign the key personnel and consultants identified in Appendix C - "Identification of Personnel, Subcontractors and Task Responsibility ", attached hereto for the Project assignments and areas of responsibility stated therein. Within 10 days of execution of this Agreement, Owner shall have the right to object in writing to employment on the Project of any such key person, consultant or assignment of principal responsi- bility, in which case Engineer will employ alternate personnel for such function or reassign such responsibility to another to whom Owner has no reasonable objection. Thereafter, Engineer shall not Zv assign or reassign Project work to any person to whom Owner has reasonable objection. Within 5 days of execution of this Agreement, Engineer shall designate in writing a Project representative who shall have complete authority to bind Engineer, and to whom Owner should address communications. (f) Promptly after execution of this Agreement and upon receipt of authorization from Owner to proceed, Engineer shall submit to Owner for approval a schedule showing the order in which Engineer proposes to accomplish his work, with dates on which he will commence and complete each major work item. The schedule shall provide for performance of the work in a timely manner so as to not delay Owner's time table for achievement of interim tasks and final completion of Project work, however, the Engineer will not be responsible for delays beyond his control. (g) Before undertaking any work which Engineer con- siders beyond or in addition to the scope of work and services which Engineer has contractually agreed to perform under the terms of this Agreement, Engineer shall advise Owner in writing (i) that Engineer considers the work beyond the scope of this Agreement, (ii) the reasons the Engineer believes the out of scope or addi- tional work should be performed, and (iii) a reasonable estimate of the cost of such work. Engineer shall not proceed with such out of scope or additional work until authorized in writing by Owner. The compensation for such authorized work shall be negotiated, but in the event the parties fail to negotiate or are unable to agree as to compensation, then Engineer shall be compensated for his direct costs and professional time at the rates set forth in Appendix B - "Fee Schedule ". SECTION 3. OWNER'S RESPONSIBILITIES. 3.1 Owner shall: (a) Designate a representative to whom all communica- tions from Engineer shall be directed and who shall have limited administrative authority on behalf of Owner to receive and trans- mit information and make decisions with respect to Project. Said representative shall not, however, have authority to bind Owner as to matters of legislative or fiscal policy. (b) Advise Engineer of Owner's Project requirements including: objective, project criteria, use and performance requirements, special considerations, physical limitations, financial constraints, and required construction contract provisions and standards. (c) Provide Engineer with available information pertinent to the Project including any previous reports, studies or data possessed by Owner which relates to design or construction of the Project. -7- (d) Assist in arranging for Engineer to have access to enter private and public property as required for Engineer to perform his services. (e) Examine all studies, reports, sketches, Drawings, Specifications, proposals and other documents presented by Engineer, and render in writing decisions pertaining thereto within a reasonable time. The Owner's approval of Drawings, design, Specifications, reports and incidental engineering work or materials furnished hereunder shall not in any way relieve the Engineer of responsibility for the professional adequacy of his work. The Owner's review, approval or acceptance of, or payment for, any of the services shall not be construed to operate as a waiver of any rights under this Agreement or of any cause of action arising out of the performance of this Agreement. (f) Upon advice of the necessity to do so from Engineer, obtain required approvals and permits for the Project. The Engineer shall provide all supportive documents and exhibits necessary for obtaining said approvals and permits. (g) Notify Engineer whenever Owner becomes aware of any substantial development or occurrence which materially affects the scope or timing of Engineer's services. (h) Owner shall perform its obligations and render decisions within a reasonable time under the presented circum- stances. However, given the nature of Owner's internal organiza- tion and requirements, a period of 14 days shall be presumed reasonable for any decision not involving policy decision or significant financial impact. A period of 45 days shall be presumed reasonable for Owner to act with respect to any matter involving policy or significant financial impact. SECTION 4. TIME FOR PERFORMANCE. Engineer's obligation to render services shall continue for such period of time as may reasonably be required for completion of the work contemplated in Appendix A - Scope of Services and Section 1 of this Agreement. SECTION 5. PAYMENT 5.1 Owner will pay to Engineer as full compensation for all services required to be performed by Engineer under this Agree- ment, except for services for additional work or work beyond the scope of this Agreement, those maximum amounts set forth in Appendix B - "Fee Schedule" and computed in accordance with this Section. 5.2 Engineer shall submit periodic, but not more frequently than monthly, applications for payment, aggregating to not more than the maximum amount, for actual professional services rendered W10 and reimburseable expenses incurred. Such applications shall be submitted with appropriate documentation that such services have been performed and expenses incurred. Thereafter, Owner shall pay Engineer for the amount of the application within 40 days of the date of billing, provided that sufficient documentation has been furnished, and further provided that Owner will not be required to pay more than 90% of the maximum amount unless the Engineer's services on the Project phases for which this Agreement is appli- cable have been completed to Owner's satisfaction and all required Engineer submittals have been provided. 5.3 The rates of compensation for service and for reimburse - able expenses to be used with periodic and final payment applica- tions shall be those set forth in Appendix B - "Fee Schedule ". 5.4 No separate or additional payment shall be made for profit, overhead, local telephone expenses, lodging, routine photocopying, computer time, secretarial or clerical time or similar expenses unless otherwise provided and listed in Appendix B - "Fee Schedule ". 5.5 No compensation shall be paid to Engineer for services required and expenditures incurred in correcting Engineer's mistakes or negligence. 5.6 Compensation for authorized work beyond the scope of this Agreement shall be governed by Paragraph 2.5(g). SECTION 6. TERMINATION. 6.1 The Owner reserves the right to terminate this Agreement and Engineer's performance hereunder, at any time upon written notice, either for cause or for convenience. Upon such termina- tion, Engineer shall cease all work and stop incurring expenses, and shall promptly deliver to the Owner all data, Drawings, Specifications, reports, estimates, calculations, summaries and all other information, and materials as Engineer may have accumu- lated in performing this Agreement, together with all finished work and work in progress. 6.2 Upon termination of this Agreement for events or reasons not the fault of Engineer, Engineer shall be paid at the rates specified in Appendix B - "Fee Schedule" for all services rendered and reasonable costs incurred to date of termination; together with any reasonable costs incurred within 10 days of termination provided such latter costs could not be avoided or were incurred in mitigating loss or expenses to Owner or Engineer. In no event shall payment to Engineer upon termination exceed the maximum compensation provided for complete performance in paragraph 5.1 and Appendix B. 6.3 In the event termination of this Agreement or Engineer's services is for breach of this Agreement by Engineer, or for other fault of Engineer including but not limited to any failure to timely proceed with work, or to pay its employees and consultants, or to perform services with that level of care and skill ordinari- ly exercised by professional Engineers specializing in the design of roads and bridges, or to perform work in a manner deemed unsatisfactory by Owner's Director of Public Works, then in that event, Engineer's entire right to compensation shall be limited to the reasonable value of completed work to the Owner as determined by Owner's Director of Public Works for services satisfactorily performed and reimbursable expenses reasonably incurred, prior to date of termination. 6.4 Engineer's professional responsibility for his completed work and services shall survive any termination. SECTION 7. GENERAL PROVISIONS 7.1 Ownership of Documents All designs, Drawings, Speci- fications, technical data, and other documents or instruments procured or produced by the Engineer in the performance of this Agreement shall be the sole property of the Owner and the Owner is vested with all rights therein of whatever kind and however created, whether created by common law, statutory law, or by equity. The Engineer agrees that the Owner shall have access at all reasonable times to inspect and make copies of all notes, designs, drawings, specifications, and all other technical data pertaining to the work to be performed under this Agreement. In the event Owner uses the designs, Drawings or Specifications provided hereunder for another project independent from Project, without adaptation by Engineer, Owner shall hold harmless and indemnify Engineer from all loss, claims, injury and judgments arising from the use of such designs, Drawings or Specifications for such other project. 7.2 Insurance and Indemnitv. (a) Engineer agrees that he has procured and will main- tain during the term of this Agreement, such insurance as will protect him from claims under workers' compensation acts, claims for damages because of bodily injury including personal injury, sickness or disease or death of any of his employees or of any person other than his employees, and from claims or damages because of injury to or destruction of property including loss of use resulting therefrom; and such insurance will provide for coverage in such amounts as set forth in subparagraph (b). (b) The minimum insurance coverage which Engineer shall obtain and keep in force is as follows: (i) Workers' Compensation Insurance complying with statutory requirements in Colorado and in any other state or states where the work is performed. (ii) Comprehensive General and Automobile Liability Insurance with limits not less than Four Hundred Thousand and -10- No /100 Dollars ($400,000.00) per person and occurrence for personal injury, including but not limited to death and bodily injury, Four Hundred Thousand and No /100 Dollars ($400,000.00) per occurrence for property damage, and One Million and No /100 Dollars ($1,000,000.00) for excess umbrella liability. (iii) Professional Liability Insurance in amounts and form, and with a deductible, acceptable to Owner. (c) Engineer agrees to hold harmless, defend and indemnify Owner from and against any liability to third parties, arising out of negligent acts, errors or omissions of Engineer, his employees, subcontractors and consultants. 7.3 Notices Any and all notices or other communications required or permitted by this Agreement or by law to be served on or given to either the Owner or the Engineer by the other party shall be in writing and shall be deemed duly served and given when personally delivered to the party to whom it is directed, or in lieu of such personal services when deposited in the United States mail, first -class postage prepaid, addressed to the Owner, Attention: Tom Cvar, Department of Public Works, 211 E. "D" Street, Pueblo, Colorado, or to the Engineer at 1380 Lawrence Street, Suite 1100, Denver, Colorado, 80204. Either party may change his address for the purpose of this paragraph by giving written notice of such change to the other party in the manner provided in this paragraph. 7.4 Entire Agreement This instrument contains the entire agreement between the Owner and the Engineer respecting the project, and any other written or oral agreement or representation respecting the Project or the duties of either the Owner of the Engineer in relation thereto not expressly set forth in this instrument is null and void. 7.5 Successors and Assigns This Agreement shall be binding on the parties hereto and on their partners, heirs, executors, administrators, successors, and assigns; provided, however, that neither this Agreement, nor any part thereof, nor any moneys due or to become due hereunder to the Engineer may be assigned by him without the written consent of the Owner. 7.6 Amendments No amendment to this Agreement shall be made nor be enforceable unless made by written Amendment signed by an authorized representative of Engineer and by Owner's Director of Public Works. 7.7 Choice of Law. This Agreement shall be governed and interpreted in accordance with the laws of the State of Colorado. 7.8 Equal Employment Opportunity. In connection with the performance of this Agreement, Engineer shall not discriminate against any employee or applicant for employment because of race, -11- color, religion, sex, national origin, handicap or age. Engineer shall endeavor to insure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, national origin, handicap or age. 7.9 Severability If any provision of this Agreement, except for Section 2.5, is determined to be directly contrary to and prohibited by law or the requirements of any federal grant or other Project funding source, then such provision shall be deemed void and the remainder of the Agreement enforced. However, it is the intent of the parties that Section 2.5 of this Agreement not be severable, and that if any provision of said section be deter- mined to be contrary to law or the terms of any federal grant, then this entire Agreement shall be void. 7.10 Appropriations. Subject to execution of this Agreement by the Director of Finance certifyng that a balance of appropria- tion exists and funds are available, the amount of money appropri- ated for this Agreement is equal to or in excess of the maximum compensation payable hereunder; provided, however, that if construction is phased and subject to annual appropriation, funds only in the amount of initial appropriation are available and Engineer shall confirm availability of funds before proceeding with work exceeding initial and subsequent annual appropriations. SECTION 8. DISPUTES. 8.1 Any dispute or disagreement between Engineer and Owner arising from or relating to this Agreement or Engineer's services or right to payment hereunder shall be determined and decided by the Owner's Director of Public Works whose written decision shall be final and binding unless judicial review is sought in a Colorado Court of competent jurisdiction pursuant to Rule 106, C.R.C.P. 8.2 Pending resolution of any dispute or disagreement, or judicial review, Engineer shall proceed diligently with perform- ance of his work under this Agreement. SECTION 9. APPENDICES 9.1 The following Appendices are attached to and made a part of this Agreement: Appendix A - "Scope of Services" consisting of pages Appendix B - "Fee Schedule" consisting of pages. Appendix C - "Identification of Personnel, Subcontrac- tors and Task Responsibility." IN WITNESS WHEREOF the parties hereto have made and executed this Agreement as of the day and year first above written. Mrz CITY OF PUEBLO EN ^ T RtT Tl1 By By Pre s' ent of the City Council Ti a;g, J �erk City C [ S E A L ] BALANCE OF APPROPRIATION EXISTS FOR THIS CONTRACT AND FUNDS ARE AVAILABLE: R. I J-,.,gD D ri D ecto of Finance APPROVED AS TO FORM: ]Z,121a - / 0 . 1 City Attor I TF 51.24 -13- APPENDIX "A" - SCOPE OF SERVICES PRELIMINARY DESIGN SCOPE OF WORK CITY OF PUEBLO MAIN STREET BRIDGE REPLACEMENT PROJECT BRIDGE NO. PUEMAIN- 0.I -COR INTRODUCTION This "Scope of Services" consists of the performance of specific engineering services for the improvement of Main Street and the replacement of the Main Street Bridge, structure number PUEMAIN- 0.I -COR. The engineering services required shall include the preliminary design, PUC Application preparation and coordination meetings as further outlined. The Engineer shall be responsible for performing the necessary design engineering and prepare the specific documents as outlined. The Colorado Department of Transportation(CDOT) roadway and bridge design and specification standards, shall become the specific design guidesfor this project. The bridge must be designed to the standard required for it to be removed from the Select List and achieve a Sufficiency Rating of at least 80. f Additional instruction is provided herein as it pertains to each task in the project. II. PROJECT ADMINISTRATION The City of Pueblo will be the sole contracting agency for this project. All work will be subject to the review and approval of the Director of Public Works or his authorized representative. Mr. Tom Cvar, P.E. Director of Public Works (719) 543 -2860 III. EXISTING INFORMATION The following information, data, and services will be made available and provided by the City: A. Existing Right -of -Way information B. Floodplain Reports C. City Utility Information PRELIMINARY DESIGN SCOPE OF WORK PAGE 2 IV. PROJECT TASKS AND INSTRUCTIONS All work shall be prepared in accordance with the latest editions of the Colorado Department of Transportation (CDOT) standards, City specifications and directions in this document. The standards and specifications to be used are: 1. AASHTO "Standard Specifications for Highway Bridges" 2. AASHTO HS -20 -44 Loading 3. Dead load will include an allowance for a future four inch asphalt overlay in addition to the final design surface. 4. AASHTO Geometric Design Guide for Local Roads and Streets 5. CDOT "Standard Specifications for Road and Bridge Construction. 6. CDOT "Roadway Design Manual' 7. CDOT "Roadway Design Drafting Manual" 8. CDOT "Right -of -Way Acquisition Manual" 9. CDOT "Materials Manual' 10. CDOT "Survey Manual" 11. City of Pueblo Drainage Standards Manual 12. The replacement structure shall not increase the limits of the existing 100 -year floodplain. 13. Four 12 -foot driving lanes. 14. Applicable CDOT M &S Standards. 15. FHWA "Uniform Manual of Traffic Control Devices ". 16. The road will be closed to traffic at the project site during the period of construction and traffic will be detoured around the construction site. V. PRELIMINARY ENGINEERING PHASE A. Meetings: The Engineer will be required to attend the following: 1. Introductory/pre- design meeting with City representatives. 2. One meeting with the City and Railroad Companies to discuss railroad financial participation. 3. Two evening neighborhood meetings at the City Hall. 4. Three progress meetings with the City. 5. One presentation to the City Council during the day. 6. Two additional meetings with the City as needed. ' Illillill111 PRELIMINARY DESIGN SCOPE OF WORK PAGE 3 B. Surveys: The Engineer will obtain the necessary field survey information required to complete the PUC application, including existing property owners. All existing roadway alignments, profiles and cross - sections will be obtained. Cross - sections of the creek channel will be obtained as necessary to supplement the existing topographic mapping for the hydraulic analysis. Existing utilities will be located based upon a new aerial surrey. The information obtained from the field surveys will be used to prepare a project site plan. C. Preliminary Geotechnical Investigation and Pavement Design The site will be investigated using a drill rig to determine depth and capabilities of the bearing formation. Three holes will be drilled to the bearing strata. The work will include the necessary field and laboratory tests to provide recommendations on foundation type, allowable loadings, roadway design from CBR values, and evaluation of fill material in the approaches for environmental assessment. Two shallow surface samples will be taken in the railroad yard adjacent to the existing piers for recommendations regarding environmental concerns. A preliminary report will be prepared summarizing the results of the soils and foundation investigation. D. Environmental Assessments An initial environmental audit will be performed to contact the appropriate environmental agencies for information regarding the site. A visual inspection of the site will be performed for the identification of potential environmental problems associated with the bridge replacement. A field investigation (see Geotechnical Section) to include obtaining surface soil samples will also be performed to better assess site conditions. A report will be prepared outlining the work conducted, the history of the site, visual observations and potential environmental concern, the results of analytical testing, and summary with conclusions and recommendations. The Engineer will coordinate with the Colorado Department of Wildlife and other state agencies to prepare an environmental assessment report for the project. E. Drainage /Hydrology /Hydraulics A preliminary hydrologic and hydraulic investigation will be performed. Specific items to be investigated in the design will include but not be limited to the following: 1. Background Research- The hydrologic and hydraulic data contained in the latest City of Pueblo Flood Insurance Study will be studied. 2. Hydrologic and Hydraulic Analysis -The preliminary alternates shall convey flows equal to or greater than flows conveyed by the existing bridge. Field surveyed cross - sections will be used to analyze the preliminary designs using the HEC -2 computer program. PRELIMINARY DESIGN SCOPE OF WORK PAGE 4 F. Utilities: The Engineer will coordinate updated information with the utility companies and incorporate any new information into the preliminary design. A full size set of preliminary plans will be submitted to all utility companies for review and comment. G. Right -of -Way: The Engineer shall supplement the City's right -of -way information and determine the preliminary right -of -way needs necessary for the project. H. PUC Application: The Engineer will assist the City in preparation of the PUC Application by developing preliminary plans of a theoretical structure over the railroad yard with an estimate of probable construction costs. The Engineer shall further develop preliminary drawings of the selected structure type and prepare an estimate of probable costs for the application. I. Preliminary Documents Development: The City has contracted with the firm of CH2M Hill to conduct traffic studies, including the Main and 'B' Street intersection. The Engineer shall incorporate into the design the information from these studies. The roadway profile, waterway and railroad clearances will be reviewed to determine feasible structure types. Several structure types will be considered and two types will be used to prepare preliminary quantities and estimates of probable costs. A color display and general layout will be prepared by the Engineer for each of the two alternates. The City and the Engineer will determine which alternate is to be used, and the Engineer will prepare drawings for the selected alternative. The following drawings will be included in the preliminary documents: - preliminary roadway profiles and sections - preliminary engineering geology report - preliminary site plan - preliminary general layout and structure sections - preliminary construction detour routes - preliminary quantity sheets - preliminary estimate of probable construction costs - preliminary construction schedule The Engineer will provide blueline prints of the full size preliminary drawings for review and comment by the City, utility companies and other appropriate agencies. PRELIMINARY DESIGN SCOPE OF WORK PAGE 5 J. Time Schedule: All work on the preliminary design phase shall be completed during the period from the notice -to- proceed in May to November 10, 1993. The Engineer will provide to the City a detailed schedule of the necessary work elements to perform the preliminary design. The scheduled milestones for the Preliminary Design Phase of this project are: Theoretical bridge information with probable costs and anticipated railroad financial participation by June 1, 1993. 2. PUC Application by July 1, 1993. 3. Substantial Completion of Preliminary Design by September 7, 1993. These milestones are subject to change due to circumstances beyond the Engineer's control and as approved by the Director of Public Works. VI ACCEPTANCE AND APPROVAL Work performed under this specification shall be subject to review and examination by the Director of Public Works or his authorized representative any place where such work is performed. The City of Pueblo shall have the right to reject inaccurate or substandard work at any time. All rejected work shall be satisfactorily corrected and replaced without cost to the City of Pueblo. As soon as practical after delivery for review, all materials submitted will be checked. The Engineer shall coordinate operations to permit a reasonable and rapid check of the work by the City representative in order to assure that the accuracy and quality of workmanship comply in all aspects with the terms and provisions of this specification. Upon completion of the contract, all materials and data used by the Engineer for preparing the design shall become the sole property of the City of Pueblo. These materials and data shall include any and all notes, computations, plans, maps, photographs and other pertinent materials. VII PROFESSIONAL LIABILITY INSURANCE The Engineer shall provide Professional Liability Insurance in the amount of One Million Dollars ($1,000,000 for each claim/aggregate with $20,000 deductible for each claim) in a form acceptable to the City. APPENDIX "B " - FEE SCHEDULE CITY OF PUEBLO MAIN STREET BRIDGE REPLACEMENT CONTRACT COMPENSATION AND FEES The City shall pay the Engineer for work which it performs under this Agreement in accordance with the scheduled rates for labor and expenses as shown in Exhibit The Engineer agrees that its invoiced costs for completing all of the work described in the Scope of Work shall not exceed $174,882.00 dollars. It is understood and agreed that the hourly rates and reimbursable expenses shall apply for all work which the Director of Public Works instructs the Engineer to perform. The City further agrees to reimburse the Engineer for all costs incurred for work which is performed by each subcontractor at the hourly rates and the reimbursable expenses shown for each subconsultant respectively in Exhibit The Engineer agrees to establish and maintain records in such form for work to be performed hereunder as the Director of Public Works or the City's Auditor may require and to make such records available to the City for any audit it deems necessary. The Engineer shall submit to the City at the end of each month a detailed statement of the total amount due for work performed during that month along with a statement of progress covering the ,status of the work and the percentage of the whole that has been accomplished. ADDITIONAL SERVICES The Engineer shall also perform work, hereinafter referred to as Additional Services, which relates to the work covered by this Agreement but which the Director of Public Works determines is either not described in or exceeds the requirements in the Engineer's Scope of Work. If the Director of Public Works requests such work in writing or the Engineer believes that certain work should be performed which falls in this category, the Engineer shall submit a written description of such Additional Service to the Director of Public Works along with a schedule and an estimate of its cost. The Engineer and the Director of Public Works shall agree on a schedule, payment procedure and cost for each such Additional Service and the Director of Public Works shall approve such schedule, payment procedure and cost in writing before work begins. The Engineer shall be paid for approved Additional Services as a lump -sum fee if the parties have agreed to a lump -sum fee for completing the service. If no lump -sum fee has been agreed upon, Engineer shall be paid based upon the hourly rates for personnel and expenses to perform the service which are shown in the hourly rate schedules that are located in Exhibit If this payment procedure is used, Engineer shall submit to the City monthly invoices for the work performed. Services rendered by the Engineer during any period of extended delay or stoppage of the Program which is not the fault to the Engineer shall be paid for and may, at the option of the City, be charged as an Additional Service. CITY OF PUEBLO MAIN STREET BRIDGE REPLACEMENT PRELIMINARY DESIGN COST PROPOSAL DESIGN PERIOD ESTIMATE SUBCONSULT P.I.C. P.M. P.E. D.E. CAD CLER. EXPENSES TOTAL COST PRELIMINARY ENGINEERING STRUCTURE TYPE SELECTION $19,900 0.0 80.0 200.0 340.0 200.0 0.0 $600 $64,400 STRUCTURE EVALUATIONS $0 0.0 0.0 0.0 0.0 0.0 0.0 $0 $0 COLOR RENDERINGS (2) $2,450 0.0 2.0 2.0 0.0 0.0 0.0 $0 $2,710 SITE PLAN $0 0.0 16.0 2.0 0.0 12.0 0.0 $0 $1,696 QUANTITY SHEETS $0 0.0 2.0 8.0 20.0 0.0 0.0 $0 $1,720 ROADWAY PROFILES AND SECTIONS $0 0.0 2.0 40.0 80.0 80.0 0.0 $0 $9,980 GEOLOGY REPORT $2,000 0.0 4.0 4.0 0.0 20.0 0.0 $0 $3,280 STRUCTURE GENERAL LAYOUT $0 0.0 4.0 4.0 20.0 40.0 0.0 $0 $3,140 DETOUR ROUTE AND SIGNING $4,500 0.0 12.0 20.0 0.0 0.0 0.0 $0 $6,540 ESTIMATE OF PROBABLE COST (1) $1,500 0.0 4.0 20.0 40.0 20.0 0.0 $0 $5,940 CONSTRUCTION SCHEDULE $3,500 0.0 20.0 8.0 8.0 8.0 0.0 $0 $6,124 PUC APPLICATION ASSISTANCE $0 4.0 24.0 8.0 60.0 40.0 16.0 $200 $8,020 MEETINGS INTRODUCTORY (1) $0 8.0 8.0 8.0 0.0 0.0 0.0 $100 $1,860 PUC HEARINGS (0) $0 0.0 0.0 0.0 0.0 0.0 0.0 $0 $0 RR (1) $0 0.0 5.0 5.0 0.0 0.0 0.0 $100 $750 NEIGHBORHOOD (2) $1,000 10.0 10.0 10.0 0.0 0.0 0.0 $200 $3,400 MONTHLY PROGRESS W1 CITY (3) $0 0.0 24.0 24.0 0.0 0.0 0.0 $200 $3,320 CITY COUNCIL (1) $650 6.0 6.0 0.0 0.0 0.0 0.0 $100 $1,710 ADDITIONAL MEETINGS (2) $0 14.0 14.0 14.0 0.0 0.0 0.0 $200 $3,280 TEAM MEETINGS (40% DSGN PHASE) $1,200 4.0 20.0 20.0 0.0 0.0 0.0 $0 54160 SURVEYS TOPOGRAPHIC /CONTROL $9,370 0.0 4.0 2.0 0.0 10.0 0.0 $0 $10,150 AERIAL PHOTOGRAPHY $2,550 0.0 2.0 2.0 0.0 10.0 0.0 $0 $3,190 GEOTECHNICAL INVESTIGATION $6,000 0.0 4.0 2.0 0.0 8.0 0.0 $0 $6,704 ENVIRONMENTAL ASSESSMENTS $7,900 4.0 16.0 8.0 4.0 0.0 24.0 $0 $10,800 DRAINAGE $0 0.0 2.0 4.0 8.0 4.0 0.0 $0 $972 HYDROLOGY $0 0.0 2.0 8.0 8.0 4.0 0.0 $0 $1,212 HYDRAULICS $0 0.0 2.0 8.0 8.0 4.0 0.0 $0 $1,212 404 PERMIT $0 0.0 0.0 0.0 0.0 0.0 0.0 $0 $0 UTILITY COORDINATION $800 1.0 12.0 24.0 16.0 16.0 0.0 $200 $4,858 R.O.W. $2,500 0.0 3.0 5.0 8.0 8.0 0.0 $0 $3,754 SUB TOTAL PRELIMINARY DESIGN $65,820 51 304 460 620 484 40 $1,900 $174,882 EXHIBIT I - LABOR AND EXPENSE RATES LONCO, INC. HOURLY CHARGES AND EXPENSES CONSULTING ENGINEERS LONCO, Inc. Hourly Charges: Hourly charges for time of principals and other personnel devoted directly to the project consist of: direct personnel salary, plus general overhead, plus a profit factor. The following schedule sets forth 1993 billing rates for various classifications of personnel. A 4.0 percent annual escalation rate will be added to these figures for each year beyond 1993. Engineering Aid $18.00 /hr Secretarial & Clerical $28.00 /hr Specification Writer $32.00 /hr Draftsperson I and Tech I $30.00 /hr CAD I $32.00 /hr Draftsperson II and CAD If $36.00 /hr Engineer II $50.00 /hr Engineer III $55.00 /hr Engineer IV $60.00 /hr Engineer V $65.00 /hr Project Engineer $70.00 /hr Project Manager $80.00 /hr Principal $90.00 /hr When authorized in advance by the client, overtime will be charged at premium rates. Subcontract Expenses: Compensation for contracted services and consultants engaged by the Engineer for the project will be at cost plus 5 percent for such services. Reimbursable Expenses: Identifiable expenditures incurred by the Engineer or his consultants in the interests of the project will be reimbursed at cost. These items involve the expense of transportation, subsistence and lodging when traveling in connection with the project, long - distance telephone calls, field office expenses, computer charges, reproduction, postage and fees paid to regulatory agencies. Equipment and Expense Charges: Cad Work Station/Plotter $15.00 /hr Computer $10.00 /hr Mileage $ 0.34 /mile Photo Copies $ 0.12/copy Large Size Printing $ 0.17 /S. F. Vellum Copies $ 0.75 /S. F. Mylar Copies $ 2.00 /S.F. Blueline Prints $ 0.12/S.F. January 1993 LONCO, INC. HOURLY CHARGES AND EXPENSES CONSULTING ENGINEERS The hourly charges for the subconsultants to LONCO, Inc., are listed below. A 4.0 percent escalation rate will be added to these charges for each year beyond 1993. KLH Engineering Group Principal Engineer Principal I $65.00 /hr Principal 11 60.00 Senior Engineer 55.00 Project Engineer 50.00 Engineer V 45.00 Engineer IV 42.50 Engineer III 40.00 Engineer II 37.50 Engineer 1 35.00 Construction Supervisor 40.00 Construction Inspector 1 30.00 Drafter II 30.00 CAD Operator 40.00 2 -Man Survey Crew 64.00 3 -Man Survey Crew 76.00 Clerical 1 27.50 Clerical II 20.00 Finley McNary Engineers, Inc. Principal Engineer $105.00 /hr Senior Bridge Engineer 95.00 Bridge Engineer 55.00 Bridge Designer 45.00 Senior Technician 50.00 Technician 40.00 Detailer 25.00 Clerical 30.00 Engineer VI Engineer IV Engineer III Engineer II Technician IV Technician III Clerical CH Hill $103.85/hr 76.73 66.65 59.68 59.08 49.60 34.10 M. Gurule Graphics Graphics Artist $35.00 /hr t_tNCOLN DeVORE, INC. FEG SCHE_')UI.E PROFESSIONAL JERV I CIES Engineering, Geology and Technical Services P rincipal Engineer ............................... --P Senior Engineer ... ............................... Senior Geologist .. ............................... StaffEngineer .... ............................... Staff Geologist .... ............................... Engineering Technician with Vehicle .............. Engineering Technician with Nuclear Gauge, Full- Time ....... ............................... Special Inspector, Senior Technician, Welding, Masonry, Batch Plant Inspection ................ Drilled Pier or Pile Driving Inspector........... Non - Destructive Testing, Technician & Equipment.. r-- Sampling ......................................... Drafting.......... ............................... Design /Drafting .. ............................... COURT APPEARANCE $ 70.00 /hr. 60.00 /hr. 60.00 /hr. 45.00 /hr. 45.00/hr. 28.00/hr. +__ 260.00 /day (max. rate) 45.00 /hr. 45.00 /hr. Quotation 35.00/hr. 30.00 /hr. 35.00 /hr. Engineer or Geologist mini 1/2 dav) .......... $120.00/hr. ,Preparation of Testimony.. ..................... 70.00 /hr. Supervisor, Technician or Inspector (m n. 1/2 day) 70.00 /hr. Preparation of Testimony ....................... 60.00 /hr. MINIMUM CHARGES Principal Engineer Review ........................ 112 hour Engineering Technician ................. I......... I hour Special Inspector, Senior Technician ............. 2 hours Show Up and No Inspection ........................ 1 hour Sampling. ......... ............................... I hour Concrete or Asphalt Coring ....................... $60.00 /trip SIGN Foundation design is typically billed on an hourly basis. Charges for residential design services range from $230.00 minimum, for a small structures to $350.00 for a complex residential structure. LINCOLN DeVORE, INC. FEE SCHEDULE PROFESSIONAL SERVICES Engineering, Geology and Technical Services Principal Engineer ............................... SeniorEngineer ... ............................... Senior Geologist .. ............................... StaffEngineer .... ............................... Staff Geologist .................................. Engineering Technician with Vehicle .............. Engineering Technician with Nuclear Gauge, Full- Time ....... ............................... Special Inspector, Senior Technician, Welding, Masonry, Batch Plant Inspection ................ Drilled Pier or Pile Driving Inspector........... Non - Destructive Testing, Technician & Equipment.. Sampling .......... ............................... Drafting .......... ............................... Design/ Drafting ... ............................... COURT APPEARANCE $ 70.00 /hr. 60.00 /hr. 60.00 /hr. 45.00 /hr. 45.00 /hr. 28.00 /hr. + test 260.00 /day (max. rate) 45.00 /hr. 45.00 /hr. Quotation 35.00 /hr. 30.00 /hr. 35.00 /hr. Engineer or Geologist (minimum 1/2 day) .......... $120.00 /hr. Preparation of Testimony .......... ...... .... 70.00 /hr. Supervisor, Technician or Inspector ( min. 1/2 day) 70.00 /hr. Preparation of Testimony ....................... 60.00 /hr. MINIMUM CHARGES Principal Engineer Review ........................ 1/2 hour Engineering Technician ........................... 1 hour Special Inspector, Senior Technician ............. 2 hours Show Up and No Inspection ........................ 1 hour Sampling. ...................................... 1 hour Concrete or Asphalt . Coring ....................... $60.00 /trip DESIGN Foundation design is typically billed on an hourly basis. Charges for residential design services range from $230.00 minimum, for a small structure to $350.00 for a complex residential structure. 1 CONTRACT DRILLING. SAMPLING FIELD TESTS ASTM D 420 Subsurface Explorations Quotation D1452 Augering: Quotation 2 -man crew (driller and helper) CME -45 $ 85.00 /hr. CME -55 90.00 /hr. D2922/ 3 -man crew (includes geologist) CME -45 135.00 /hr. 3017 CME -55 140.00 /hr. Hollow Stem Auger Add 10.00 /hr. Continuous Sampler Add 10.00 /hr. D1586 Penetration Test: 0 -40 feet 12.00 /ea. 40 -70 feet 18.00 /ea. Over 70 feet 30.00 /ea. D1587 Thin - Walled Tube Samples (Shelby): 0 -40 feet 14.00 /ea. 40 -70 feet 20.00 /ea. Over 70 feet 32.00 /ea. D3550 California (Ring Lined Barrel) 14.00 /ea. D4429 Field CBR (California Bearing Ratio) Quotation D3441 Cone Penetrometer Quotation D4220 Transporting and Storing Samples Quotation Piezometer Installation: Installation of 1- 1/2 -2" PVC Casing 2.50 /foot Full Installation (incl. materials) 10.00 /foot Water Quality (flush thread) Quotation Monitoring Well Installation Quotation Diamond Coring or Rotary Drilling Quotation Water Truck: without Driver 12.00 /hr. with Driver 34.00 /hr. Auxiliary Equipment (air compressor, geophysical equipment, backhoe) Cost + 20% Drill Rig Travel CME -45 85.00 /hr. CME -55 90.00 /hr. Drill Rig Standby Time 70.00 /hr. FIELD TESTS ASTM Seismic Survey $105.00 /hr. Rippability Study Quotation Resistivity Survey 75.00 /hr. Gas Monitor Survey 45.00 /hr. D2922/ 3017 In -Place Density and Moisture Content, Nuclear Gauge Method $ 8.50 /test + Technician D1556 Sand Cone Method 8.50 /test + Technician Radon Test Quotation 2 FOUNDATION OR SITE OBSERVATIONS Excavation Investigation - Single Site (Test, if required, additional) Reinforcing Inspection - Single Site (Residential only) Form Work Inspection (Residential only) Perimeter Drain Inspection (Residential only) Foundation Component Observation - Commercial Structures, HOW Inspections, FHA Inspection Full -Time Part -Time Damage Inspections and Consultations Single Several Test Tests - $ 70.00 $ 55.00 50.00 50.00 50.00 Minimum charge 40.00 40.00 40.00 $ 38.00 /hr. 45.00 /hr. 75.00 /hr. 250.00 Reduction of the above unit costs is usually realized when these services are performed as part of a Lincoln DeVore Geotechnical Engineering Report. SOIL TESTS Soil Classification Method A or C (10 lb. ASTM 4" mold) $ 90.00 /ea. D 422 Particle Size Distribution hammer, 6" mold) Hydrometer Analysis ( -11200 full) $ 40.00 /ea. Method A or C (5.5 lb. Sieve Analysis (11200 to 114) 30.00 /ea. 65.00 /ea. Sieve Analysis (plus 114) 35.00 /ea. D4318 Atterberg Limits 65.00 /ea. Liquid Limit (LL) 16.00 /ea. Plastic Limit (PL) 16.00 /ea. Relative Density Test: Plasticity Index (PI) 32.00 /ea. Shrinkage Factors (SL and SR) 24.00 /ea. wet) Air Dried Sample (PL and LL) 60.00 /tot. D2487 Unified Soil Classification (Laboratory) 80.00 /ea. D2487 Unified Soil Classification (Visual) 20.00 /ea. D2448 A.A.S.H.T.O. Soil Classification 84.00 /ea. Maximum Density and Optimum M oisture Content D1557 Method A or C (10 lb. hammer, 4" mold) $ 90.00 /ea. D1557 Method B or D (10 lb. hammer, 6" mold) 90.00 /ea. D 698 Method A or C (5.5 lb. hammer, 4" mold) 65.00 /ea. D 698 Method B or D (5.5 lb. hammer, 6" mold) 65.00 /ea. Single Check Point (Proctor) 32.00 /ea. Relative Density Test: D4254/ Maximum Density (dry or wet) 85.00 /ea. D4253 Minimum Density (dry) 30.00 /ea. Mil Std 621, Method 100 (Classification, short hydrometer, proctor) 165.00/ea. 3 Dry Density and Moisture Content Determination in Laboratory Ring or Core Samples 11.00 /ea. Waxed Chunk Sample 18.00 /ea. D2216 Moisture Content Only 5.00 /ea. Consolidation Testing D2435 One Dimensional, no time -rate of Dispersive Soil Tests D4221 Double Hydrometer Pinhole Test Crumb Test Miscellaneous Soil Tests D 854 Specific Gravity of Soil Sulfate Content, Water Soluble Resistivity and pH (Lab) Permeability Tests D2434 Permeability Test on Granular Constant Head Method Falling Head Method Permeability Test on Cohesive Triaxial Chamber with Back Soils Soils Pressure 30.00 /pt. 45.00 /pt. 45.00 /pt. 50.00 45.00 /pt. 48.00/pt. 74.00 /pt. 150.00 /pt. 250.00 160.00 /pt. 280.00 /pt. 40.00 /pt. 70.00 /pt. 220.00 350.00 40.00 /ea. 60.00 100.00 16.00 24.00 18.00 40.00 70.00 /pt. 75.00 /pt. 115.00 /pt. 4 consolidation data D2435 One Dimensional, with time -rate of consolidation data Collapse Test Swell Pressure, Constant Volume Swell Study Direct Shear Test Unconsolidated, Undrained D3080 Consolidated, Drained Triaxial Shear Test D2850 Unconsolidated, Undrained Consolidated, Undrained (staged stress path with pore pressure) Consolidated, Undrained (not using stress path) Consolidated, Drained Permeability in Triaxial Cell, add to above rates Falling or Constant Head Permeability D2844 Hveem Stabilometer - "R" Value (3 points) D1883 California Bearing Ration (3 points) D2166 Unconfined Compression Test Dispersive Soil Tests D4221 Double Hydrometer Pinhole Test Crumb Test Miscellaneous Soil Tests D 854 Specific Gravity of Soil Sulfate Content, Water Soluble Resistivity and pH (Lab) Permeability Tests D2434 Permeability Test on Granular Constant Head Method Falling Head Method Permeability Test on Cohesive Triaxial Chamber with Back Soils Soils Pressure 30.00 /pt. 45.00 /pt. 45.00 /pt. 50.00 45.00 /pt. 48.00/pt. 74.00 /pt. 150.00 /pt. 250.00 160.00 /pt. 280.00 /pt. 40.00 /pt. 70.00 /pt. 220.00 350.00 40.00 /ea. 60.00 100.00 16.00 24.00 18.00 40.00 70.00 /pt. 75.00 /pt. 115.00 /pt. 4 APPENDIX "C ".. - IDENTIFICATION OF PERSONNEL, SUBCONTRACTORS, AND TASK RESPONSIBILITY PROJECT TEAM ORGANIZATION CITY OF PUEBLO TOM CVAR LONCO TEAM FIRMS LONCO DENVER. CO KLH ENGINEERING GROUP PUEBLO, CO FINLEY McNARY DENVER. CO LINCOLN — DEVORE PUEBLO. CO MARK GURULE PUEBLO. CO CH HILL DENVER, CO SURVEY/ RIGHT -OF -WAY KW ENGNEEI:ING DAVE STRAVIA. P.L.S. UTILITY LON006 INC. MARK HAMOUZ. P.E. CHARLES CARROLL. P.E KLH ENGINEERING DAVE STRAVIA. P.L.S. RICK KIDD. P.E. GEOTECHNICAL PROJECT ADMINISTRATION LONC06 INC. WILLIAM HAMOUZ, P.E. MARK HAMOUZ, P.E. I ENVIRONMENTAL LONCO; M MARK HAMOUZ, P.E. I" LNG RAY KOESTER. P.E. RICK KIDD. P.E. LINCOLN- DEVORE LARRY FRANK, P.G. TRAFFIC ANALYSIS PUBLIC RELATIONS LONCO, M MARK HAMOUZ. P.E. WILLIAM EPP. P.E. WILLIAM HAMOUZ, P.E. KLH EN0011113310 RAY KOESTER. P.E. MARK GURULE MARK GURULE RAILROADS LINCOLN- DEVO CH 2M HILL LONCO, INC. LARRY FRANK. P.G. MARY VOBEJDA, P.E. MARK HAMOUZ. P.E. GEORGE MORRIS. P.E. I I I I WILLIAM HAMOUZ, P.E. BRIDGE & ROADWAY LON00, M WILLIAM EPP. P.E. JESSIE FITZGERALD. P.E. CHARLES CARROLI, P.E. CURTIS HORTON. P.E. FN" MCNARY SCOTT MCNARY. P.E. THOMAS STELMACK, P.E. HYDRAULICS LON00, INC. CHARLES CARROLL, P.E. SPECIAL STRUCTURAL SERVICES LONCO, INC. RANDALL DELANCEY. P.E. CONSTRUCTION ADMINISTRATIC MANAGEMENT Lam, INC. MARK HAMOUZ. P.E. WILLIAM EPP, P.E. JESSIE FITZGERALD. P.E. THOMAS GIROUX. E.I.T. KLH ENGINEERING DAVE STRAVIA. P.L.S. RICK KIDD. P.E. ASSISTED BY ALL SUBCONSULTAMS SPECIAL STRUCTURAL SERVICES LONCO, INC. RANDALL DELANCEY. P.E.