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Home My WebLink AboutContract 28396� STATE OF TEXAS C4UNTY OF TEXAS � � ��1�1f ��C��7'i�� ,�� a'�r ��i�r`��i��' i�: c_.Y��Z v� " �^ ��f� irfli �ITY SECRET�RY CONTRACT Na. �7519 ��HFRFt'��, t!�e �ity �f Fort `JVorth (,°�; �ty'�) and Cat-�er �i Eur�ess. Inc. {"'�c�nsultant") made and entered into City af Fart Worth City �ecretary Contraci No. 27519, ("Contract"); an�l �iVH�REAS, the Contract invalves proF�ss'ianal services for the followmg project: Far North Cornznunitv Park Phase II Develonment; and WHEREAS, it has become necessary to amend the Contract io include an increased scope c�f waz-k anci/or revised rnaxiznum fee. NOW, '1'HER.EFORE, City and �c�nsultani, acting herein by and through their duly authorized represer�tatives, enter into the foIlowing agreement wY�ich amends tY�e cantract: 1. Article T, Sectzon A of th� Contracf is amend�d to include the additional engineering services specified in a letter dated December 12. 20D2. a copy of wh�ch is attached hereto and incorpozated herein. � Article II of the Contract is amended to provide for au increase in th.e maximum fee in the amo�xnt of $ 2,835.00, which is to be paid to Consultant for alI work and sez�vices under the Contract,�as amended, sa that the total fee to be paid by City for all wark and services sha11 not exceed the szun of $ 71,935.00. 3. All other pravisions of the Cantzact that are not expressly amended herezn shall remain in full force aald effect. � � � Executed on this the � day of ��. y 2�03_, � �� US�� ,r ;� +��V�� '�,'� �'+� 1� I �� '�, � : �'4. ATTEST: `��i� , � �.= `;- -� � � - r- - - • �. - � - Gioria �tiaxso� City Secrefiary �� . � 4� Ca€!��:�et A,u�hfl�si:��ibn . r�atao ` _�_ _,_._ . .. � :4PPROVED A� TO FORM ,,. �.d/�.��-� � .�� i.�.� G d�-_ Assisiant �ry Attorney CITY OF FURT WORTH By: �9oe P �ssist h � �.��- � �f- Jt� chard Zavala,�i:recfior :��rks and Community ServiGes �epaxfiment CONSlU LTANT: Carter & ur Ess, Txc. � � Sy. .� ..Cu� G�J Name: �� l,P�: �'�� T;t1�; J/��7� (Comp y Adrlressi 7�7 ��N �'f: � ��;, G�' -,.7�/�� F �� „��: `�d��'�?li�:�i��, �I;.�;�. �; �� q �t+ 7,�; yr,".T -�•��h u � '�'�1'�' ti�-"�-��l�i� � �*'�` �-� Q fi�''# ' '��Ir��"�Qa��'�� December 12, 20d2 Mr. Eric 5eebock City of Fort Wo�th � Parks and Commur�ity Serrri�es �epartment �2�� au#h Freeway, 5uite 2240 Farl jJVortF�, -1�,X r � 115 Re: Far Narth Community Pa��c — phase 1! ��otechnical Engineeririg Services �ear �ric: 777 Main Streal P.O. 9ox 90105$ Fc;: Worlh. 'fe;ros 76101-205$ Phone: 817.735,b00D Fax: 817.735.51A8 www.c-f�.com �ttachment `B' of our �'rof�ssinnal �;er�ices Cantract for th� r�ferenced �roject sets ��rth a reimbursable amaunt of $2,OOQ.40. 'ti1Ve are r�quesiing this amaunt be revised fa �4,835.0� ta incfude the actual cost in�urred for #he preparation of a geotech�ica� study. r�rticle V afi Attachment `B' specifically excl�des geatec�nical services from the Basic � 5cape of Work and indicates t�at if provided, it shall be cansidered reimbursable or extra ��o this cantract. At the time of the preparatiar� of th� ariginal praposal it was though# that geotecnnical services might not be necessary for this �F�ase. However as the project developed it became apparent ki�at the geotechnicaf services wEre r�quired to provide an adequate desi�n and q�ality p�oduct. A geotechnical investigation was conducted by Terra-Mar and a report was prepared � entitfed, "Far Nart� Community Park Phase II", TMI Report No. DE02.031. A copy o€ this ��port has �een suppGied ta the'Parks & Commur�ity Services Department: The - � �e�technical study includes additianal tes# borings at Iocations not previously investigated. Recommendations based on tFie additional borjngs are provided, including �riteria far post-tensioned slabs. The eampleted study was also incl�ded in the ��struction t�id documents for the �raject. � �A copy af Terra Mar's prapasal of $2,835.00 is attached for your review. Copies of supporting invoices far this expense wi�E be pravided at kY�e time of invoicing, following your authQrizatian. Thank you for your con�ideration in this matter. . Sincerely, CARTER & BURGESS, iNC. �� r Thomas G. ramer Project Manager TGKlmds A#tachment K:IJob14'[ 14521Doc101 7 4520 7.L02.dac cc: correspondence Tom Kramer rnrtei & Burgess, Inc. �:arler & 8urgess Arc'�ifectsJEngineers, Inc. Carter 1$ Burpest Consuliants, Inc f.$H J4rchitecis/Enaineers, Inc LR9 Archile:ts{��meers, ��5. +=&H N�.•ada_ I.:: I,!xor� �!nir� Lt!;�iro�e�/Enqineers,l'[. ��'� %�� — = �Y Consultir�g Engineers • Geotech�ical •�nvironm�ntai • Canstrucfifln Materials iesting DALiAS ° FOR7 WOR7H • Fi0iJ5TON ° AUST�N o LONGVIEW ' • _r ,�/lr. Tom Kramer ��rter & Burgess 7�7 Ntain Street, Suite ? r 0� �or� Worth, Texas 78102 Phn: �1.7-735-6000 �a�: �317-735-6148 �e: 1�rapasal fior t;eotechnica� investigatian Nprth.Fort Wor#t� CammunEty Park.Phase II N. F3eacf� Street & Shiver Ro�d ' �nrt Worth. Texas �'roposai No. P�2-'1�27DE !�ear Mr. P{ram�r; �� are pi�ased �':�: . � iv�rth Fort Worth t?�r �fOpOSed 5C �uroject. � F�bruar� 27, 20Q2 to submit this propqsal to pro�ride a geotecl�nEcal ,repo�t �or �hase fi �,i the Commun�ty Park improvements in Fort Wortl�, Texas. This proposa� ir��l�des a�e of services, schedule, and 'fee tv provid� geotechnical services on this �PRD.iECT L�ES�CRIPTI+DNE, �h� Pha�? il pxpansi�n �ofi F�r Nnrth Carr�munify Park wili include basketball ca�rts, s�ate board park ai�d pavilion. Th� skate �oard �ark will include a cancT�t� sEab with sk�ts boarding struciures attached #o the slab. No below grade slabs for the skate park are envisioned. TF�e pavilion will be prefab.ricated_ and placed on a founda#ion. �� Fi��d Ir�vestiqation SCOP� OF SERUI�ES Two borings are planr�ed ta investigate subsr�rface conditions at t�e basketball courts and ��kate board park areas. The borings wi11 drilled to tfie top af tan fimes#one or a depth oi 20 f��#, whicf�ever is si�allower. The borings will be sampfed cor�tinuously to 6 feet and at �-foot �t�t�rvais tf�ereafter. The consistency of bedrock will �e evaluated witi� TxDOT Cone �"enetrometer test. All samples will be properly lagged, packaged, seal�d, and placed in care boxes.for transportation to the laboratary. .� � � ��r r�rifl crew fareman wilf record the depth that se�pag.e ��►?ter is �n�+?�yntered during c�rilling. The borehaies will be bac�Cfil{ed�with auger cut#ings after the wat�r 1�vel readir7gs are obtained. i'iDSD Qbles Lane, Da[las, 7¢xas '��2Z9 phone: 972-486-SSaB Fax: 972-488•8080 . ,: , ��d�� . Mr. Tom Kramer Carter & Burgess, Inc. ' �`�� TMI Prqpasal P02-1�27DE , ' F�bruary 27, 2at}2 . Page 2 � . - = �_f Terr�-YVIaT assumes that the client has the rJght-�f-entry Qa t�e prr��rty �nri that th� �,nrin� bca#i�ns wi�i he accessible to our conven#9onal truck-mo�ri4�d ��rilling ��lpment �u�in� narmal �,rvnrking days. Should unus�al sail conditions be encountered, we +M1r.vill ca11 yoU with a recommendation arid cost estimate ta exploTe th�se unusua� co�ditions. � ��oring �acatians wil! be selected ar�d drilling aperatians wiEl proceed in a mann�r tha� +rvill r�duce the p�t�ntial of damage to underground utilities. We�request �nformation regarding any �xisting underground utilities prior ta beginning the fieldwork. _ Terra-Mar. wi11 caordinate ;!!-!rierpraund utility line clearance with the Texas Exeavation 5af�ty�System. However, we wil� ��t be t�spt�n�ible r'or damage to.underground utility lines that are.nat id�ntifi�d by others prior ta mabilization of drilling.equipment to the site. � � Laboratnrw TFstin� A laboratory-festing program .is planned ta character�ze the .�alume e�?ange poter�tial and streng#h of tne faundation soils. Laboratory tests wili include'fiquid a�d plastic limits, moist�re cantents, pressure swell, cali�rated penetram�ter tests, and unconfined compression tests. kn�ine�rir�ca l�n�lvses �n� Repor# The resulis of the fieid investigation a�d laboratory testing �rograms wi[I be evaivated ta arovide recommendations far the design and cons#ruction of"#he tennis courks, skate board p�rk, and pavilion. Th� results of tnis investigation and geotechnical recomm��datians wi�l be pres�nted a repo�. Three capies of the fi�al re�ort will �e submitted. The fir�al report will �nclude the following items: � - � � �. Plan of bon'ngs, boring logs, water IeveE observations, and laboratary test r�sults For �he previous phase ! and phase .II. � �. ��timated slab movements due ko shrink/swel[ of expansive soil, and subgrade preparation ` f�commendations f�r reducing slab movements to about or�e inch or less. 3. 5!ab on �rade foundation design recomme�da#ions for Pa$t-tensioned sla�s. � 4, �ite grading and eanhwork recomm�ndatians. SCHEDULE '.111e wi1E comm�nce ��rnr� within a�ew �ays �f author9za�ion to proceed. ��'h� fi�1d �nd lab.oratory phases of th� project are expected to take.10 days to complete. Preparation �f t�e �i��l geotechnical repart will require additio�al 10 working days to complete, �he fir�af report w91f be submitted to you wifhir� faur weeks, if the weather is permi#ted. J ��i�■�� ",�r. Tom Kramer � � � � ��ter & Burgess, Inc. � � '� �� , TMI Propasal P.02-1627DE � � February 27, 2002 . � � . � � . �aC}e � � � , • � � � ' • '.� . i��OTECHNiCAL F�E. � � � We prap�s� to provide the ��ove-described �ervices fiar a lump s�m fee of $2835,+D0.. ti�L05UR� a t Signing the attached �roposal Acceptance Sheet and faxing rtt #o•TMl at 9'72-4�8-808� will kndicate fnrmal acceptance of the attached Terms & Cor�diiions. Receipt of tt�e signed capy ;Nill constitute TMI's notice to proceed. Paymen# �o� s�rvices is �u� within thirty (30) days after ��ceipt of- TM1�5 in�oice. This proposal .is vaEid far a� 60-day pariod from the date of th�s � �roAasal. . :NQ �appreciate the opportunit_y to be af assistance on this- project. � Sf�auld you have any � ��estians, p(ease call. SVncerely, ��RRAoMAR INC. ' � ��% � � , Peter M. SMau, P.E. � � �eotechnical Engineer ��. '� /��--' • � , ��fim G. Abrams, •P.E. �?�a�ager,.Geotechnical5ervices � �ttact�ments: Praposai �cc�ptan�e Agreement ��rofessional5erv9ces o General Terms and Conditions `