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HomeMy WebLinkAboutContract 38795-A1 AMENDMENT No .1 cffy ARC' COMRACT NOw TO CITY SECRETARY CONTRACT WHEREAS, the City of Fort Worth (CITY) and SAIL Energy, Environment, Infrastructure, Inc. , (ENGINEER) made and entered into City Secretary Contract No. 38795, (the CONTRACT) which was authorized on the 9'�" day of June, 2009 in the amount of $ 169, 500. 00; and WHEREAS, the CONTRACT involves engineering services for the following study: Menefee Creek Master Plan (Studer SWS-020) ; and WHEREAS, it has become necessary to execute Amendment No. 1 to the CONTRACT to include an increased scope of work and revised fee. NOW THEREFORE, CITY and ENGINEER, acting herein by and through their duly authorized representatives, enter into the following agreement, which amends the CONTRACT: 1 . Article I of the CONTRACT is amended to include the additional engineering services specified in a proposal dated July 24, 2012, a copy of which is attached hereto and incorporated herein. The cost to City for the additional design services to be performed by Engineer totals $23, 884. 00. 2 . Article II of the CONTRACT is amended to provide for an increase in the fee to be paid to Engineer for all work and services performed under the Contract, as amended, so that the total fee paid by the City for all work and services shall be an amount of $193,385. 00. 3 . All other provisions of the Contract, which are not expressly amended herein, shall remain in full force and effect . EXECUTED and EFFECTIVE as of the date last written by a signatory, below. OFFICIAL Rfie'Do ciTY RVARY 00-21 ` Fjr.VVORT149� 0 !N page -1- APPROVED: City of Fort Worth SAIC Energy, Environment & I t r re, Fernando Costa Cal ahan Assistant City Manager Vice esident Deputy Division Director Water, Environment & Transportation DATE: �1�U � DATE: � APP RECOMMENDED: � S RO W. L ) , Doug Wie ig, P.E. , PhD Director, Transportation & Public Works Department APPROVED AS TO FORM AND LEGALITY: M&C: �/i� Qf i Date: Douglas W. Black Assistant City Attorney ATTEST: wo0����� AV Mary J. K City Secre ary °iOOOQaQOOO°'* a�aa S OFFICIAL RECORD CITY SECRETARY Page -2- FT.WORTH,TX DESCRIPTION OF ADDITIONAL SERVICES PROVIDED AS PART OF MENEFEE CREEK OPEN CHANNEL STUDY(SWS-020) July 24,2012 SAIC respectfully requests additional compensation in the amount of$23,884.00 in response to additional services performed at the direction of the City of Fort Worth (City) (or its Program Manager)which were outside or otherwise beyond the basic scope of services(Basic Services)agreed to as Attachment"A"to the agreement. Requested Re-work Basic Services Includes/Assumes: Basic Services includes the development of existing conditions hydrologic and hydraulic models using specific datasets, parameters and methodologies to parameterize the models. At the onset of the study the City provided topographic/surface data to be used as part of the hydrologic and hydraulic analyses which SAIC did. Further,the scope specifically stated the"SCS Type II" methodology could be used for precipitation distribution and "TR-55 equations" be used for time-of-concentration estimation as part of the hydrologic analysis which SAIL did at that time. Additional Costs Include: Subsequent to completing or nearly completing the existing conditions hydrologic and hydraulic models, the City provided new datasets for use in parameterizing models. Since SAIC was unaware of the potential for new information to be provided,the models were already parameterized using the originally supplied datasets and incorporating the new data would entail significant rework. After some additional coordination on the issue between SAIC and the City,the City directed SAIL to review the datasets and then indicated which elements of the models to update using the new datasets. These changes resulted in rework. In addition to the time expended for coordination and review of the new data,SAIL also incurred unbudgeted costs specifically associated with the following: • City provided new surface data for use in hydrologic modeling requiring comparison between originally provided dataset and newly provided dataset; • City provided new surface data for use in hydraulic modeling requiring stream cross--sections to be re-cut in HEC-GeoRAS and merged with field survey data; • City requested changes to storm type from SCS Type II to Frequency; and • City requested ToC methodology change whereby treatment of gutter flow was revised from the originally scoped method of"shallow concentrated"to "channel"flow. Estimated Value of Re-work: $5,466 Unbudgeted Work Basic Services IncludeslAssumes: Basic Services includes certain milestone deliverables and coordination meetings and other assumptions such as: • a Stream Condition Assessment per Task 2; • a "working session ...to finalize watershed basin boundaries and junctions" per Task 3.c.; • hydrologic/hydraulic study of the Menefee Creek watershed as defined on Attachment E to the contract;and • alternative analysis of a few feasible options(ex. culvert improvements,detention,etc). Additional Costs Include: During the course of the project additional effort has been expended beyond those items listed above. Specifically,the following were tasks performed at the request of the City/Program Manager which were not originally included in the agreed upon scope of work,and therefore, not budgeted for in the contract amount: • Preparation and submittal of memo and exhibits regarding "hotspots" requested by City(prepared in addition to the Task 2 Stream Condition Assessment deliverable); • Hydrologic model review meeting between SAIC,City/Program Manager requested by Program Manager(a review of the hydrologic model is assumed in Basic Services so only meeting preparation and participation is considered additional services herein); • Hydrologic and hydraulic conditions were investigated in areas outside of the defined Menefee Creek study area including site visits and cursory modeling of overland flow along Jacksboro Highway; • Preliminary evaluation of need for 2D modeling of Menefee and adjacent watershed including researching&coordinating with the software vendor;and • Preparation and submittal of two Preliminary Alt Analysis Memos and exhibits needed to summarize analyses requested by City evidencing unsatisfactory results of preferred improvement scenarios(some level of coordination for alternative analysis is assumed in Basic Services but these deliverables, needed to demonstrate the ineffectiveness of the improvement scenarios, were not accounted for in the original budget). Estimated Value of Unbudgeted Work: $6,233 Additional Work Needed for Completion of Alternative Analysis Basic Services Includes/Assumes: Task 5 Alternative Analysis assumed viable alternatives would be identified which provide loo-year protection within the watershed and conceptual design,cost estimating and benefit-cost analysis would be based on those technically feasible scenarios. Additional Costs Include: The alternative analysis budget has been exhausted as a result of several alternative scenarios modeled including increased valley storage in various locations and configurations, culvert improvements and detention. To date, none of these scenarios have indicated they are potentially feasible options given the City's desire to provide loo-year flood protection. Additional analysis is required assuming less than loo- year protection is acceptable in order to conceive a feasible concept to cost out and perform benefit-costs analysis on. Since no satisfactory option exists at this time,the alternative analysis is incomplete with respect to final modeling,floodplain mapping, benefit-cost analysis,QA/QC and report preparation. Completing these tasks will result in a greater variance between available budget and effort-at-completion. Specifically, continued investigation of alternative improvements scenarios will consider increased valley storage,detention and buy-out options. Since previous analyses indicates 100-year protection may not be economically feasible, lesser levels of protection (e.g.,5-year, 10-year, etc.)will be evaluated in order to better estimate which mitigation technique,and at what level of service, represents the most economic approach to reducing potential flood damages within the study area. 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