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HomeMy WebLinkAboutContract 27951CI�Y O�' �'�Ri ►NORit;, i�X►4S �iiY ��C:R�'���1►� Si,�FIDA�9 �►���1�1V�EiVT F0� �NG1NI��RIh�� S��l�'TRRC� NO . ' This AGREEMENT is betweEn the City of F'ort Worth (the "CITY"), and Chiang, Patel & Yerby, Inc., (the "ENGINEER"), for a PROJECT generally described as: HOLLY PR���IJR� �LAI�� 1�A��� YRA��fi�ISSI�N NY�IN, ap�roximately 9�,00� line�r feet o� wate� main from the 36�in�h water m�in parallel #o � dvenue betw�en �1l� ��Ni� �R ar�d �iV�� R� to �h� 4��i�ch wat�r main in �he vicini#y �f the �I�arfork �r�n�h of the irinity �ider �nd bulen �tr��t. Article 1 Scape of Servi�es The Scope of 5ervices is set forth in Attachment A. Article II Campensation 1. The ENGINEER's compensation is set for�f� in Attachment B. /�rticle lil ierms of Payment Pay�nents to the ENGINEER will be made as fallows: Invoice and Payment (1) The ENGINEER shali provide the CITY sufficient dvcumentation to reasonab�y s�t�stantiate the invoic�s. (2} Month�y in�oices will be issued by the ENGINEER for all work performed under this AGREEMENT. Invaices are due and payable within 30 days of receipt. , (3j Upon completion of serv�ces enumerated in Artic[e I, the final paymenf.of any balance will be due withir� 3Q days of receipt of the fina{ invoice. (4) In the event of a disputed or contested billing, only that portian so contested will be withheld from payment, and the t�ndisputed portion will be paid. The CITY w�l! exercise reasonableness in contesting any bill or portion thereof. No interest will accrue on any contested portian of the billing until mutually resalved. - (5) If ths CITY fails to make payment in #uil to ENGINEER fior billings contested in goad faith within 60 days of the amount du�, the ENGINEER may, after givir�g seven {7) days' written notice to CITY, suspend services under this AGREEMENT untif paid in full, including int�rest. In the event af suspension af services, the ENGINEER shall ha�e no liabiliry to CITY far delays or damages caused the GITY t�ecause of suc� suspension���:` f ��-�-�- .� � �... ;,��� :,�x����� . , .,... .�,;� � . . ; ;, 1� -x- �� I ��� _ n _ � � AtfiCZe lV ��Yiga#ians of fhe Engineer- �K Amendments io Articie lV� if any, are irtclu�ed 3� Attachment G. A. �en��a! `�'h� �N�IIdEE� �till s�rve as �� �li�''s pt�f��si�n�l �ngin��ring r�pr��enta�ive �t���r tht� �4gr�em��� ��r��tdiag �rof���tA��t er�gin�e�ng ��n��it��an �d �d�rIe,� �nd fumI�htng �st�mary se�ic�� in���ntai fh�r�t�. �. ��nd�r�d �� �a� `�i�`:��ari��r� �g �e� a�p�I�bf���'��te �N�IN���'s s�wi�.� v�l[ ��e dege�� � ..�. �f. �k�lt ��� dli����� n��rn�lly �m p.i�y�� it�. �� ��af� e� `%� by pr�fe����n�I � � et�tn��� �r �n�uif,��� ��if��mir�� #�� �am� �r��im�La�,seivle�s a;f fite f�crie � . �u�h ��rHI�� ar� ��rt�rmed. • Co Suh�ur�a� tn�r���iga��ns � � (qj �� �I���N��R �haSl ��Yts� th� �I� �nfh •�e��� f� fh� ne�s�ity f�r- ����r��a�t wg�fc� such as �p�d�t sur+t�y�� ��s�= fi�sE borings, �� ofh�r .�u��ur�a� tnve�iigaii��� ir� ��ne�fiar� wifh d�sign and �ngYr���ring °w�t�c � 6� p�rf�cm�d h�r�uader. �e �t�I�II���� siiatl afso advise �he �I� �nc,�min� �h� r�sut� af �am�a �u�t ,s��r�ys, ��s�� �d ir�v���gation� �h�tl b� gumtshe� by #h� �ii`Y, ut���s� o�hstim�e sp�e�ft�d in Aftachm�r�� A. ' (2) •fn s�Ils= �aunda�ian+ gr�Undwa�er, ar�� afh�r �u�sur�ace inves�ga��ns� the a�ai chaea�terisiics may var�l �Zgntfi�aniiy p��teen su�s�ive �est p�t�ts an� �am�i� ir�i��rals and �f Io�a�i�ns o�h�r ghan �rhere ���se�rafi��s� expl�ra�i�n, �rtd ir�v�s�ga�iens hav� b�en macl�e -���czse �� th� Inh��nE uncer�ainiies tn subsurfa� evatua�i�ns, changed a� u�an��pat�d und��g�und ��di���s 'trYay occur �iiaf �uici af�ec� �e gaia;t PROJ�CT e.��� �n�lor ex��on. 'ih�se e�nd'�fzon� anei �og�lex�cauti�n. effe�fs are naf �e ��p�nsl�3[ity �f the �N�IH��R. De �repara#ion �f �ng�n��ring Drawing� :,�; n-- ,:`Thh� ���IN��R v�is[ pt�vid� 4o the ��iY ihe or�ginai drawing� �f aI[ plans in ink � � * on �r�pro�u��]e �pi��fi�_��ilm sh��is� v�.-.as �if���+tr's�.e. �pp�ov.�d b�r �I�t�C;~�whi�h - ....� shali b���n� ilz� p[°�p�rty e� tiie �i�. �[iY may use su�h drawing� in any 4�.u� mar�n�r� de��e�s; pr�vide�, howsv�r, f�aEthe �I3C�1���� shali n�� b� Il�bl� ��� th� u�� of such d�awi�g� f�r any pro]e� oth�r #han.4he �R�dE�i describ�d h�r�tr�. • � �. �ng����r�s �er��nn�1 a� ������r� Sif� , (q} '�e �r�s�n� ar duti�s �f �h� �i�i�It�E�R's ���s�nnef a� a �izs�rrs�i�n s���, wi��th�r �s �r�-sft� �p��n�a�ives �� �ih�rw3se, d� n�� mak� �he �N�1�S��Ft �� i� ��rs��n�� i� a�y way responstble �r th�s� du�e� �hat .. b�lon� t� fi�� Gli1( �ricf��� ii�e �1�'s �n��ru��n ccsntra�ioe� o= ofhe� �r��ti��� �n� d� • �of �lieve �� r�nsir,u�tI�n �r����� �r �ny ��he� entify of gh�ir �hligafions, du�es� and �esp�nsi�tfi�i�s, �r�ct�ding� but nat -z-- � ,. �=. .�-_ .: .:;:; �imitecf to� atl car�sfructiott methads, means� iec�niques, sequences, and �rocedures n�cessary far coorriinaiing and campl�ftng a[t por�ons oF #h8 cansf.rctc#i�n w�rk tn a�cordar�ce with ih� �anfra�f poct,tments and any he�lth �r saf�ty pre�uti�ns r�q�lred by su�h constcuu��n w�r€c, -��e �N�fNl��� an� it� per��nnel have n� auth�riiy t� �exe�tse an�r e�ntroi �v�r any aanstru�ion- c�ntrac��r ae �thg� enti�y ar ihe�� �mployees in r��ne��n with �eirvsr�rk �r any heatth �� �afeiy p�c��ti�ns. (�) �L-x�p� fa the ��t�fi a���,r�ti� sit� vi�t� �xpt�es�1� d��i��d �txc� set� f�c�h i� ���m�nt �4, ihs �N�1N��� or i� p���r��� ��a1[ t��ve ne ��g�� flc�r �s����y ��st�Eth� �nsfa�r�I�n st�� �� ��c�m� famifi� �� oe q�atify f�i �m�i���d wot�c �n th� P�C�ECi �� �� ��t�rmin�j ict ��n�rai, i�th� w�rk �[� �� �]��iECi I� bei�g ��r��rrtY�ri in � t�ann�e�:;it�di��it�,� ��# �h�_ ���EC�°� vvh�n:��o l��d� �t[ �� i fl . �€�ndan� ��nth �� C���c� �cum�nts� n�r �h� �,y�at�� i� ihe .. _ �n�c� �c�.t���i� ot �� ���em�n�-beiw��n �[i�.! ��� ��il�d��R� t� �an�iru�d a� �qwi�,g �HCIHE'�R �� ��k���;xhaus�v� ar c�on�inc��t�s art��it� in��cti�n� ��s�Y�r la#�nt d�gec� fn '�it��v�rk ar a�t��i�� c�t��k �� quaii�y �r ��fy �f �� wotk on �e �����C� If, f�r at� . r�aas��; �� �dClt�� s���id rmak� �n on�if� ��s�nra��n �). � �h� b��t�`�f �tae� �r�if� �'�s�r�a��ns� if �r�Y� fh� �K�1H��i4 shat� �nd�anr�r gg k��p ��tZY infa�me� �f ��p deviati�n f�m the �n�c� C�a�umen�,s �min� g� �h� a�u�l n�ti� �f �i�IN��R ���r+�ing_th� �R���% (3) When pr�afe��t�r�� ��i�h�n �f p�rf��anc� �� c,�a�ac�eris�c� �f maf��i�l�, ��f�m� or ��ipm��� � ����nably t�qcu� �a ��;f�nn ihe s��ti�s s�t f�t°#h In 4h� S�p� �f ���n�s,, fh� �N�fi�E�t� �h�tt b� �nEifI�� �� r�iy up�n sca�h cet�H�a��n �o� es�ablisf� maiet�ais, sys�ems ar 'e�ui�nten� �nd ��rfo�nan� aiEe.tia f� 6� r�equi�d in �� �n�� D�um�nis. . C�pinten� �f �i��SabT� ��s� �n�n�I�i C���Id�r�a�i�t��, �cnci ��hedaI� ��� (2� . . :� -... _. _�;w . . . ; .�-_ �a Th� �t�t�IN�ER �h� �ro�tide �gintans of pr��a��� �as�s ba��ci an ihe �ur�n� �v�ilabt� inf�m��an at #h� #im� �i p�parafi�r�, in ��rr�dan�e �V'ith a4fif��nz�nf A. [n �vidirag -�p�nia� �� ��f� fir�atic�at a�alys�s� ��n�mt� f��;sii�itit3r pro�e�ii�n�� and ���dutes foe �t� FFt�J�C% fih� �N�i[�E�R h�� n� �nfr�l �ve� ��t �t ��i�e �i Iab�� �nd tnat�ti��s; un�a� �r [af��f ._. �ondi��ns,�f�eac�sfan�.�qut�t��nt �� ��u�fur�.s, �at_may,�.�fe�.ap�ra�i�n `ar"� �ta�nt�3r►ane,� � c��,s; �m�e��v� biddiitg pr+��dt�e�s and mar�ce� condiii�n�; iim� ae �i�r �f perForman�e [�y fY�Ird parti�s; quality� tYP�� man�C '�rn�n� �r dir���� �f �����ing� ��r�ann�t:_ and otx►�� ecorr�,mtc �nd ape��ionat f���r� �aE mayr maf��ia ly ai���t fh� ul�ir�a�� �RQJ��i ��� e� ���dul�. `i�i��%t�� ih� ��il��� make�.n� watran�.r �hafi fi�� ��'i'i�s ��ual PR���GI` �os�s, �m�c�ai �sp��� ��an�mi� �asi��iif�r� o� s�tec�ul�s wili nat � from �� �I�i�IN���'s ��3ntvrt�� �natyses� pr°�,���i�n�� or es�#m� � . Consfrru��n �so��� P�en�s F�e�mm�nd�f�on� iay 'i�� �M�1�I��� io ihe �CtY for peeiodic r�nsir�tc�vn �r�g��� payt����s gs �e c�ap����t� �niractie� v�rl[l b� �a�ed �n #he �N�IN��R`s knays�edge� informa�i�ori� and betief fram setecftve sampling and :_�"; , .::�, �3� ..,,, -- 1 � observa�ton tha� �he worSc has pragressed fo the point tndicated, Such recommendai�ons cio not regresent that caniinuous or detail�d ex�mina�ions have beeri made by ii�e �N�lN�ER ta as�ertatn #hat ihe consfn.tcfion �n#racto� has campieted ihe wor� in exac� a�cor�dance wjfh fi�e �on�ac� Docum�n�.s; #h�� the fnal woric wii[ t�e accepiataie in all �sp�cis: that the �N�IN��R has made an e�cam3�ati�n to as�eertai� how �� fo�wiiaf purp�s� �he �nstru�on e�ntra�or° has used ihe moneys paid; ti�at �ifl� fo a�y ot �� wo� materials, or equlpmen� has p�ss�� fi� th� G{�1( f�� �t�d ��a� i�f Il�ns, c��ims; sea.trity infer�sfi,s� �r en�um�rat��s; ar #i�af fh�r� �r� �ot ���� �taitec� at t��u� 6�i�r��n fhe �I'�' and #i� r.�n��ecs�tl�� ����i�r��t�ff�c�fh� �ma��g�a�s �h�uid b� ��Yd. H. �e�o�d ��awings :- �.:. � R��r� �r�wing�� �fi �equt�d, tiMlt b� pr��at�d� : in,,.pat� on xiit� faa�ts �� int�tma��� csam�il�d �n�i .f�tr�sh�� by ����� �nd m�y �o� �tways �pc�e�t . the exa�t t���ion�.iyp� ef �riau� �om��n�ni�� �t��a�E�i�ar�n�r in �vh�ch �he ��� PR�,l��i was finai�y consiruc�ed. `1�� �t�C�N�� f� n�fi responsi�ie fa� any �• etr�ors �� �mi�si�ns in fh� inf��tna�t�� �rom oih�r� �taf �s in��porated infa fihe �a�� drawing�. ' . ' - • . � I. �Inoeiiy �nd �oman �c��t�� �r�fer��se {��y par�icIpa�€on [n ae,€�t� �ii� �Ify �F Fa� V�far�h �edir��n� N�. �'��2�� #�►� �iiy has g��is far th� parfI�ipaiian .�f min�[ity basine�s en#�rpri�es and .w9rnar� E�ustne� enierpris�� 'in ��fy �anirar�. �ng�ne�� ��%nowiedg�:�fihe. t��� gaai esiablish�d f�� f�ts �an#ra� ��td iis a�mmi�nen� .�e en��t •'fhat g�al. Any mts���es�nia�gn �f facf� (a��r i�ati a negCg�n� tntsr+�pres�nta�ta�)• and1�� �e commission �f �Fraud by the �girteer may r�suit in fhe'.fermtna�on af fihis a�ee�r�ient snd d��acmenE ft�m p��ip��ng •in �'�y �nira�s t�r a per�od ot �ime oF not [��� fih�n ihr�e (8} y�ars. • . J. �gh� t� AudiE (�) �hi��ril��� agee�s �at th� Cl'iY shall; unii( fhe expira�i�n �f fh�ee (3� y�ars afiee fr�al �ayme�f c�nd�r fihi� �nt�c� h�ve �c�s� �o and �he nght�o �rnIn� �n� �N�t�co�y ��y di��y �er�tn�nt���ks� ���e���i�. ����� �;nd ���cl� �f �t� �hiG1N� involuing ia�nsac�o�s aeia#ing �� ` fhis �t�frae� E�I%1N� $9��s ihag #h� CI'�Y shaat hav��a�s� du�in� � r���tnal werWng h�c�rs go �i[ r�ece�sary ���IN��R fa�iii�aes and �hai[ �e p�nvided a��quaie �nd a propriafe �r�rk spacce i� ��d�� g� �ndu� ... aud'[� .in .c�mplian� w� �e �r�vl�i��� �fi ihi�����iiort.'.. `iii� �fi� shal[ . .� ..-:, .-. �- - W-...-- .,._ give. �H�fM��R r�a5��ab1e a�van� noti� of Int�nd�d auditso � (2) �C1�II��ER ft�rth�r�����t�-indud� i� a[1 � subc;ans�ti�i�r� agreemen�.s heeeund�r � �ro�Isl�� to i�te �ffer� �ha'r th� �ub�nsu[t�nt agee�� tha� th� �Ii�C �h�li� ur��ii �� �I��o� ef ��e (�) Y�� ��t� fin�t p��m�nt �� ur�d�� ihe sc�b���ac�, h��r� �c��s f� �r�d 4h�• �i�ht g� �mtn� �nd ph�t�c�py ��y �i�e�ily p�t�i���t ��ok�� do�m�n#�� paper� �� rer.��s af su� subc�r��c[�E�r+� inval�ir�g' ir�nsa�ii�n� �� fh� ��b�a��ra� �nd iurfh��� �ag th� �1`f� �haU h�v� ���� ��nng n�nn�1 �r�r�ar� �iou� �� �1l sub�r��u�i�nt faaT��� �d �ha11 ��.. p�vi�l�d �d��a�e an� s��ro�riafi� wa�Sc �pa� i� �r��r fa c�nduc� ���it� in ���ii�� �h �e p�vis���� �f thts et�d� ta�eiher wi�h subs�ction {�)hereofa CCi`Y shatt giv� �ub�ns�tt�nt r��et�abia advan�e n�6� �f int���led �[�cii#�, -4- � �� � a'� . {3) ENGINE�R and subconsultan� agree io pha�o copy such documants as may be r�equesied �y th�e CITY. The C1TY agrees t� �eimbu�^se E�i�[N��R for the cost of copies at the ra�e publishec{ �n ih� `I'exas Admif�istrafive Cacie In etfeci as of ihe �ime �pyir�g is Pertomned. �I��W�ER's [nsurance ('�) Insuran�e �ov�rage and limits: �I��SN�ER �hait p�v�d� �a �� Cify c�rfifl�at�(s) �g ir��uranr,� d�tn�n�i�g �li��s af �e fol�ow'rng �verag� �t minttnu�t lit�Ifs �t� a� �a �� �,� ���� �n��� c�mm��r�m�r�t ��w�r�c ar�ih� PftD���% �mme�at �en��l Riahilify ^�:��:��'�: ��,OO���D� ea� ��rren�e $��Ofl0��00 s�gg�ga�a . Aufom��tte �iabilif�r • - ��I,DO����� �adi a�d�n� (ae raaso�ab�y equivai�n� (imY� �f �av�ra:ge I� �rrif��n - on a�pli� iim'�Ss b�s1s}. C�v��a$� �hal1 � an ar�y v�ht�e us�d..i� ih� c��r�e of f�t� �FtOJ�CZ°� `" . Warke�s �mp�n�a�ion Coverag� A: siafttt�ry [imfts Gouerage�: ���O�O��ea�hacadenx $500,�00 �disease - poT�y Iimft . ��Oa,oQ�? disease� eacI1 emplayee PnoPessi�nat �abif�fy : ���dOQ���D ea�h c�airiVanr�ual aggr�gafe (�) - ���#3�ie�i� egin�urat�c� evi�endn�.#haf fh� �hd�I�t��R ha� �Ia��n�d �t[ �eqc�ir�d �n�c�rane,e shall 6e de��v��ed to fh� CI� �ri�r.go �NC�IN���t �roceeding wi�h tfte PROS�C% ' • {a) ��rc�b1� P�Ii�ies sh�ll �� •end�r�sed �� na�e #he �I��f a� e4dd����aZ ir�su�d iheee��, a� � i�ti��e�f� rn�y �pp���o `i.�[� ��r�n GIi1C shall include its �mptaye�s� .�ffi�e�� ��f�ats. agenis� and voluntee�s as respecis t�e conira�ed s�cvt�s. � �b) � ��erti�i�at�(s'�. . af,.. tnsUra�ee• • shall -do�um�n�. fhat insu�n� , cov��ages s��cifie� ac�ordi�g fa tte�s se�i�n K.(�) ��nd K.{2j �� � fhis ag�eement are Pr�vid�d under, a�plic��a1� p�1i�i�s da�um�nt�d thee�aR. � � (c� Any f�iZune an d��tt�t�nt��at� �u3r�m�ni�. par� �f �e G�Y �� eeques� �eqc�ir�d insurancae shatl n�� �n�ftfui� a w�Iv�r �f �h� i�s�z��c� (ci) A mntnimum �f�th[r�y (8�]��ays n�iic�e �f ran�lla�on, no�r+�r��wat �r° ma��riat �hange ih �av�wage shail be provid�� f� �� CI i�a � fien (°[a) days ��t�� sh� be a��table tn ih� ��ren�c v� rn�r� paymerif � oF premium Such ferms sha[1 be endorsed anfo �hICINE�R's insurar�ce Poliaes. N�tice sha[t be sen� �o #he —5— resp�ctive Deparfinent Direcior {by r�ame), City af Fort Warth, KOOQ Throckmortan, Fort W�rth, Texas 76Z02. (e) lnsurers far a!I palicies must �e a�tharized to da h.usiness In fhe state of Texas or be athe.rwtse approved by the CCTY; and� such ir�surers shal[ �e accepfabie to fhe Cli`� in terms a� thel� finanaa� sirength and saivency. (� f�du�ibl� i�r�its, oe �e�F i�sueed �i�niI�ns, �ff��ti�� Y�s�ran� r�utr�d h�r�tn rn�y �� ���t�bt� go �� �1�( �� i� ��t� disc�ii��; �d� t� lt��t �f fr�difian�! ir�sur�n�� �n�* �t�er��t��r� c�ver�g� cn�tniai��� �hrough tr��u�n� p��is �� �r�f� r�tent��r� gcr�ups mta�� b� �I�� �p�rov��. D�di���d fl��r��tai rr�s�ur�� �r° 1��%rs of �d'rE m�yr �is� b� ��p��I� �� gh� C�y. - . ig� APPIi���e P�licde� �n�ll ea�h 6e e�d�rs�� wiEh ��ht�Y of subr�ga�onin�favaeafihe �I`�il as �esP�cts �� P�tOJ�C% (hj ihe �i�y sh�Il be e�t�led� upon �ii� �qu��f an� v�ifh�ufi In�ut�ring exp�ns�� i� �v�ew �e EN��NE�E�'� in�u�an� ��1i�ie� inc�c�din� �r�dar��m@n�s ���io �r�d, �t fh� �l'f`�� di���i�n� i�� �I�{�INE�� ma�y �� �q�tr�d t� pr�vid� �[��fi �F tnsucan� pc�r�tum �aym�n4s. - {l) `�e Gamm�rrdal �enerat �iabilify► insur~anr� poticy sfia�i have na exdust�ns-bjr endo�semen�s unl�ss suc�.ar� app�ov�d by �e Gli�! ` . �� �h� P�f��sional �Ia�iC�► tnsaran� p�li�y, �f wrrf�en.on a c�aims m�de kiast� �hatZ b� mainiain�d by the �N�IhI��Ft ��� � mintmurrc i�ur� (2) year p�ri�d sc��sequ��E •#� fite g�rm a� ih� ���inr� ��t]JECi� ��icac� wifh ,�n� Ci'iY.�.u�t��� �u� c�v�rage �s pcav�d�d fii�� �N�[N��R �n an ��ueren� 6�sts, (!�3 � 5�e Ci�'1C shall n�t �� r�es��nsi�ie fo� �he �di��t ��ym�n� �t �ny insuran� �t�m�um� r�quired by ��� agr��m�fl�. [t t� ur��e��� i�t in�u�an�e e,��f is ��ti�ur��fe �mpan���� o� �[��It����t� averh�ad. . _ (Ij A�[ Ins��n� req�ired in se�il�n. K:� �x�epf for the P��fessian�[ }:, � l�ab3Lify�.in�uran� �o�i�r� sha1l be wtitEen on an ��uer�n� b�sis � in orde�to be approved by �te �l'iY. r � � . :.,.�, (m) �ubcanst�Ii�nis f� �h� �N�111��R �hasl b� r�qn3red by ti�e ��`r� �idC�1M��R fo matntair� the sam�. o� Ye�s�naiaty ��uivalent in�u�nr.� c�v�ra,qe �s eequt�ed for �he �N�1M��R� �h�� • i��uran� c�v�e�i� i� mainiained by su��n�uli�rlis� �hi�ii���F� . shatl �rovid� Gf`1�l wit� docum�flia�on fhereo� ofl ��r�i�e�i� �� ins�ran�e. N�iwi�t��an�ir�g �nyihtng t� th� �ni�� ��rr��c�ed he�3nt in in� ev�r�i a sc�br.an�ult�n�'s in�ue��� �v��cte i� • r,�n�ted��r ��sm�n��ed, such �anc�lla�i�n or g�rm�n��o� ��iaSE nv� �nstifute a b�act� by �N�1N�ER of �h� Agpe�ment � l� lndepen�enf GonsulEant �Tt�e ENCZNE�R agre�s ta pert�rm a!1 services as an indepen�en� c,onsultant and nat as a sub�ntra�tar, ager��, a� employee of ihe C�iY. • M. 9is�Iasure 'Th� EN�1K�� ���wl��g�s io th� �I�f fha� ii-has made full disc�o��re in writln� �f ��y �xi�fing �n�€c�s o� inter�st �r p�t�ntIal e,�n�lt� o� i�t�res�, �nc�t�ding p�rson�l �inan�s�! 1ni��s� �ic�� �r indi��� in pr���tfy ab�ing the pro����d PRf3JECT �� bu�ln�ss �ta���shiP� �rith ���tEin� �ro��r�► �t���o `Th� �hl�I�i�R fue�h�t° ���wi�d��� fhat � a�ri�C tnak� di��a�su� i� �riting �g any ���C� �P �hi��twii3� d�v�iop s�b��qu�n� go fhs �igr�ing �� fi�is �n�c� ��� ��i�rf� f:.��:� ���n��n��r�� �ont�� . - �i. �i���f�� �� ����u� ��b�t���� . ' • �x � _ (1} If as�#qs or ha�ard�us s�tbs�nces in any farm ar� en�oc�n�e�ed or- su����ied� th� �t��lN��Rwill sfap �Es �wn�r�rk �n th� aff���d g�ortions Af th� i'R�J�Ci i� p�rmifi t�s�r+$ and �vaiva�ion. (2) !f • �sb��i�� �r o�t�e Eia�rd��� • ��bsi,���� �� su��e�e�� ii�� EN�It���� wj'�1�.i� t�q������� assis��e ��C•In ob�atntng th� s��rie,�s �� a quaI'ifryieqd� sub�t���ta� ia m$�a�� �� �m�dl�tIan a�tivif��s �f th� �����bie �e Permtffing Ata�h�riti�s n ���lgn �h�nge� [f •permifting au�h�ri�ies �qai� d�sign•chat���s s� :�� fa e�mply wifh published d�sigr� c�it�ri� andl�� �rren� �ngu��nng prac�ie.e '�fandards which fhe �t��LNE�� �h�uld hav� 6��n • awae� af af �he -fime • fhts Agreemen� was exe�uted, fhe �id�il��� sh�lt �vIs� ptar���and ����ifi��i�ns� as required, a� t�s ot�m cost and �x�ens�. l�aweve�� ff destgtt �h�ng�s are requi�ed dc�e i� th� changes tn fhe p�tmitiing au�h�r�ti�s' p��rsh�d d�stgn•criEeria an�lo� prac#i�e 'star�da�d� �t��ia whi� �� �ubli�ned aff�� fh� da#e of •ihts Agre�m�nt �izch th� �H�iN��� �utd t��t �iave b��r� ��sona�i� awa�e �f� fhe-Et��1hI��R sh�1t no�fy fh� �!�' of �c��t ����s �� art gc�u��m��t tn �mp�n�aii�t� �ri�t � mad� #hr�ugh a� �mendm�nt fo th�s A��i�EM��% � �i�Z� V ' y, . "----'.... ._... � .:-+- , . - ,. . .. ... y � .. Obl�gattons of'Eh� Cify _. . ._ , .. ..., .J_�. . Amendmenis #o Atfiele V, i� �ny. are in�Iud�d ir� Atiachmerit C. � A. �I�r�Fuml�hed �a� ih� ��`i'1C wil� mak� �va�l�bl� �a �h� �1`1CSN�ER sl! t��nt�as daf� tr� ihe CI�I`s po�s�ssi�n r�la�ng go S�he �hI{�jN�R's ��tr��ce� �n fih� PR�J��T `iFte �NC11�E�R tnay r�Iy u��R �t� ��curaeY� �imeliness. and �m�i�ieness �f �he , infaemati�n p��ided by�� Ci7'�C �tc���wh�n venfcati�n is ne�essar�r go insure ths prope� de�ivery of senrices to be perfonneci. ��r � B. Acaess io Faci[iEi�s and Pro�erLY 'tYie C1N witl make Ifs tadti�ias accessibte fo the �NC1N��R as �equi��d fa� the EN(�SNEER's pertormance of iis serv�ces and will provlde labor and safety equipmsn� as �eqc�ired �y #he �N�1t���1� f�� suc,� access. `I'he �[`� �S� �ertomt, ai n� cost to fh� �i�G[N�E�2, sUch tesis af eqcttpr�en�, ma�htnery plpe�ines� and ofher componenf� of the ��n"$ far�Iities as may be r�quir�ed in �nri�ctl�n wiih �h� �NG1l��EI�'s ��r�i�ee�. "'['hh� Ci't1C will �e ���p�n���l� f�Y a1l ac�,s �F the �CCY's Pe�s�nnel. • �. Adv�t°�t��m�n�sr �e�ni�, �n� A��s� [.ini��� ��t��s� ��r��d f� �r� �� �c��� �i ���i��= �rte .!�� �II �b��atn� .,-.;.� . .�rr�at���� �nd ��y fa�°°�iI �dv�r���m��is f�r blds; ��in���s �nd it�n�e� c���ii�� � �by le�I� �i�f�� �i ��d�i�t �Ltth�[i�i��� �i�1d l�t1d� �a��t��ni�a ti��if���� and ;�; �,�ss n��s�ary fgr fh� ��t��t����s ���vi�� ar PFt��i��'� e�n�t�a�on.:,� � po `fim�ty �Rev��w "�i� �l� wii[ ex�mine fi�� EN�1H�`� sfud���� rep��, �k�t���� l�idYSdr[1�5r ��e�tfi�ft�n�, pr�p��atsr ��'��h�r ���u�t�n�; �b��� �dvice �� �n ��orir��.�. Insura�e� �unset��, a�unf�nt� ar�ditar� ��nd an� �inanc�al a��s�[�� anc� ���� �n�ntf��f� as fh� �l`� �e�tn� a��ro �a��; ��� rend����n wrifiing de�ist��s �equie�� b� gh� �IT�� In a fi�meiy ��t���e�n ��andan� �tith fh� �t���c�fi �rd�edui� tn Af#�chm�nt D. �. promp� �I��i�e i'ii� ��[iY wiI[ give prompf wri�fen no�i�e f� the EhI�IN��R whenever �I'iY ohs�ntes or b�c�m�s awa� �f any develapm�n��haf aff��Es the s�op� ot� �iming o� f�re �N�IH��R`s s��ri�s er of �Y �e��� tn fi1� w�rk of iit� �NGIN��R e� � c�nsfrus�I�n �n#�acio�s. . ' . , Fo �sb��tias a� Hia�ardt�us Subs�anc�s and Ind�mni�icaf�on . C�i) `Co the m�mum ex��n� p��m'��� by [�w, gh� �I'1�C w'iIf ind��rni%r and releas� �H�I�i��� �r�� i� oifi�r�� �mploy���� �nd �ubc�ni.rae�ors f�m all ed��ms� damag���, l�s��s� �d ecs#�= Indudtngt • buf noi Cmt��d �o� ai�orne�s f��� and i���ai�a� e�pens�� arising ou� �f �r reta�n� �o the , pre��n�,. dis�har�e�F e�t����, �� ��e,��� o� h�z�daus subsf�n��� _... r:�:_._. .,,. . .. .- My .. ,.: ��tarn�nanf��-or� as�esf���o�.o�fr�m�h�. PR�J���o.H�{h�ng_�n�trte� : - . .;. � he�ein sh�f�� be e,�ri's�rued fo require the C[�( io ievy, assess �t° cc�I[e� � any tax fo fund �hts tndemnif�aiion. . (2) .'f i�� i��emnif����n� �nd �t���� r�qutred ��ove shall n�t appiy t� �he ev��� fh� disr.�a;g�� r�1�a�� a� e���� af h���us SLibS��1�s� r,�r�i�rrnin�r�i�� �e �s�a�sio� is � r��ult. a€ �[��I����`S n�gltgen�e �r° if su�t h�r�d�us su6�t�r��, ����l���E �� �b���o� i� 6rotagh�.��to �he PRQJI�CY by ��i�1NE�l�. � � � �� G. Confiractar Ir�demnificatian and CEaims The GITY agr�ees #a incIude in a�f canstruction c�t�tra�is the provisions ef Artic-de i1l.E. r�garding the �NGiN�ER's Personr�el afi Cansiru�ilan Site� ar�ei provisions pr�vl�ing conir�a�t�� ind�mr�ifcailon �f ihe Ci�Y and th� EN��[���R fo� con�rac#o�s negtigenc�. � H. �antra�i�� Clatms and ih�rd�Pa�iy �er�efi�ia�ies (�) `i'h� �[T1t �gr��� f� in�dude t�� f�1[�wing �I�u�� ir� ait a�n�� � �ns�,nt�ti�n c�ntra�E�►� �nd.equipm�n� �r rttai�riai�����ptt�t�a '�ca�i�ac�ar�� s�s6c�on�a�#oe� an� �qut�r�t�r�� �n� ma��n�I� . . su�pr�c� �r� gh� P��aECT, ee ih�Ie �u�t������%a�I matnt�tr� �� � . . . . � dir�� a�i�n �g�Ir��f �t� �ICIN�FR� Its off[r�r�� ���Z��e��� �d � �����fi���� ,%c a�y �tatm �ns3ng �uE oF� �n �n��t�� wifh� e� � r�suifing �rom �he �ngZc�eering s��rice� ���f�rm�d. -Or�ty �ft� GfiY witl be fhe �eneficiary of at�y underiaking by fh� �H�1N��R: � (2) ihi� a4�Ft��MEi�T giv�� no righis o� b�n���,s t� �n�or�� other �an �� CIi� �� �te ��d(�IN��r��S i��� �� �t� #hi�p�r�y b�r�e�i�a�ries. {�j `�'h� �IZY �rill ���u�� i� �ad�t �gr��m�n� � ��i�� ic��o w�� �r�r o��c �r��fy o� �rr��n r��ar�dir�� �e P-ftOJ��T � pr�vi�t�t� �hat �u�� �niiEy � P�rs�n shatl have no tf�trc�par€y ���e�idaql �gh� und����s Agr��ment C4) �iafhtrtg c�n�atn�d in #�is �ee�ion V<H. shait b� �ns�ct�d as a�raive� of any tight �� Cl'�Y has t� bri�g a datm �gai[tsf E�I�INEER. I. Ci'til`s �nsur-anc:e (q} �� �i�Y may. -matni�in � property in�urar�� �n c��fn ���-e�asfi�� sfrucEu�es ass��ated �it� the PRO.1�C% (�y Th� �E� �ri[I ens�are thaf Buit��rs �tskltnst�tla�an insurari� is mainiaine� at fhe reAtac,�r�ent c,�st vasu� o� th� •PR�JEC% �� CI� may pr�vieI� �H�iN��� .a �apy o� fhe P�tic� �p docx�r�i�n�a�i�� of suc� o� a �e�i���e �� in�ur���ee. (3} The CIi� wil[ s���3fy tha� the B�il���� �i�3s1In��I[�tIo� i�sur��� �haSl h�:c�mp�h�nstv� i� e�Yera�� ap�ropr��t� �� fihe PR�1�Ci risk�. .. h .F ' J. T_itiga�i�n ��i��nce � ih� �r.�pe af S��ri�� d��� n��i�du�� c�sis of fh� �I�CIN�ER f�� re�u�red e� requesi�ct assi�ian� i� sc�pp�� r�paYe� do�m�nt� bri�tg, d�f�nd, �� ��sisf in li�igati�n ur�d�r�k�n or d�%r���d �y ihe CI1'Ya in fhe ev��f CE`�C ���a�srts surdz s�tvir,es �� f[�� �hi��Nf���, �hi� AGR�EM�Ni �ha][ be �m�nd�d or a sep�ra�e agreement wiI( be negotiat�d b�iween tlj� part3�s. � ' ~� K. Chang�s - The CIi`Y may ma�C� or approve ehanges within tfi� genera[ Scope o� �erv�c�s in fhis A�R�EMENT. 1F such cttar�9es affeci the EN(�INEER's cost of ar fime requtred f�� p�rforman�e o� th� se�vlces, an equiEable adjusfinent wilt b� mad� fhrough ar� am�ndment f� this A�RE�MENT w�th apPropriat� C1`t� a�Pr�vai. At�i�l� Vl ��n��l l�gaj ��vision� Am�n�rn�nis io A�#i�� Vi, I� a�y, are i��d��ed E� Af�achm�nt,�. A. : ., � , . At[�h�r��i�n go �t��eed . - . _. - - ..�,�: . EN�1hIEEE2 �h�ll � aurth�ci��d �a pro���,�iih. #ht� A�FtEEM�Ni` up�n r��t�f df a wrif�en �o�i�e fe Proc��d from fhe �IiY. . . �. Reus� �� Praje� ���umeni� Alt d�stgns, c�rawing�� s��e'�ft -r�t���s� d���nen�s� �nd �iheew�tfc pr�cit�c� �F fh� �H��H�ER� �rh�fh�r i� h�d �py ee in �et���tt� ��tfit! �t� in�fin�rn�n�s af s��tiee fo� ihis PRO.���`�f wh�ih�� �� P�����i �s c�m�te��d or n�� �eu�e� �h�r�g�, or� �If�rr�il�n by ih� CtTY or �y�ih�rs ��ing ih�u�h �c an heh�t� �f #he Cli�l of any �uch tnsfxumenfs oE se�ric� wi�houi fhe wiiffen permissi�n of fhe EN�IN�ER �rifl � af ifi� �['[�`s �aie risk, ihe fina( d�s�gns, cic�rir�gs, sp��t�c�fi�ns an� cio�um�nts shal[ be �wned py fi�� CI`�a '. G„ F�r.ce �f��ur+� ih� �H�[I1��liZ� n�ia���onslblefordamag�s vr.d�ta�r in performane� �used by �efs �� ��d� ��rika�� I�ck�uis� a�d�enf�, �� oth�� evenis b�yond f�e c�nt�T af the �i��fN��R. • - b. %rmina�iAn e (�� °f'his A�R��M�Id`� ma5y b� te�mtr�aie� enty by �he �iiy for° �nv�nienr�e a� �o days' wri�en no��e. '�hts A�RE�M�hii may b� ��rmtn��ed by elth�� fh� �I`i`�C or 4i�� E�[��h4E�� for cause if either parLy fa�[s ��b�fantIatiy fo p�rfa�m ��gh n� �auSt o� th� oth�� and d�es, no� r,�mm�nce corre�t,�n �� ��ch n��p�eF�r�an� wi�h �_days of wrY�E�n ..A � _, . - n��ic� �nd dilig�nfly �im�I�%f�� �orre�itan fhe��a�fe�. � = = {2) ����t� tht� A�R�EM�hIY I� ie�minaie� fo� the c�r�ventenc.� o� fhe �ity, �he �N�1N��� w3l[ b� pald fArtermir�aiI�n e��nses as f�S[aws: a} Cosf �f �produc�i�r� of partial or eomptete siudies� plan�� sp��fi�fi�ns Q�e�i'[erfo[ms ofi ��i�INE�R'Swo�c pr�du� �) Oui�f �a�ke� �pens�s f��° Pue�hasing stat�e �niain��s� �nia��Im� �i��tnni� data f�l�s+ ar�d ofh�r daia �iarage st�ppli�s ar services� _�.a.. .�i '�� �) 7he tim� rec{uiremenis for the ENCsINEER`S par�onn�I fo doc.�.lment the wo�C tanderway at the fime fhe Ci'TY`S #ermir�a�ipn for convenl�nce sa i�at iiie woric etfiat# is sraitabte f�r l�ng t�me storaga. �3} s�a�mi ta the �[iY an itemi�ed stat ment of�ail fer�mtna�a��e���R witi xpenses, . Tiie �EiY'S approval wiil b� ob�ai�e� in writing pri�r t� �roce�c[ing wifh #ermtna�ton s�rvic�s. . ' , � Su�p�n���n, ��Tay� �r Inf�rr�tp��r� go Work The �I�C m�y su���rtd� d�iay� oe Ir�tem�pt ffi� s�r�e�� oF �t� �I��I�Y�E� for th� c�nu��i�et� �f fh� � 1C�C. t� �� gv�nt o�. �u�h sc������t�n� ��Zayo � ot� [nf��,t���n� �� � uita�t� �c�us�nt �,n tft� PR�1��`!'� sc����t�� �rri�`�m�nf � an� ��ost �f �t� .���I�f��ts p�e�g�r�e�i �nd ����ntra�Eo�s, �nd �KC�IhT��E'��s �om��nsaiien �°il� b� �nade. . • -- �m [ndemnifica�ion {qy ih� �N�IM��E� �gr��� f� in�emri�{y an� d�f�nd ihe Cii1r fr�� �ny [�s�� c�s� or�e n�� �latrt�d 6y �I�d p��ti�s f�t° pr�p�rEy dam�g� �nd �a�dily injury� IndudYn� deat�� �aused s�t�iy �y iit� n�g�i��n� or �ri�I�ui m���onduc� �f' �� �i��hiEERt i�s em�t�ye�s, �tf[�cers� an� subc.�nfrac�ors ir� c:onne�iiott�f�fhe PROJ��% {2j �F fh� neg�ig�nce o� wiil�i•mtsoanduc� of ��fh �fte E�I�1[�E�R and the �IT� {o� a p�rson Iden�ife� a�ove forwham e�ch is Iiab1�) ts a�ause of suc,� damage o� inJc�ry, �� Eoss� c�s� or exp�ns� shat[ � sha�d b��ween fh� EN{�I�i�R and �h� �i`�1C tn pr�p�eti�n fa•tfi�1r r�fativa d��e�e� ef n�gtigen�e �r willful mis�anducx as defermi��d pursuat�� �� %G,P� & i�. ���� s��Ei�� 33.0��{�} (Vem�n Suppi�m�nE �996jo • G: Assignmen� ' . , N�Ifher° pariy uvi�[ asstgr� ail or any �arE o� ti�ts A�R��M�[�`i' withsu� id�e prior wrif�eri consen� vf th� oih�r pariy. H. Interprr�ta�ion L imitati�r�s �n IiabiliE� an� indemr��i�s �n fh�s A��t��MEN�` ��e bustness unders�andings_beiween ��he p.�r�es an� sha1l aAAiY.f� �1I..�� diff�cen�-i�e�r�es- - ._. . ..._ ...._ . . af i��o�reir3r� inc�uding b�e�c� oF contracE or warranty, iort ir�c�udtng n�giig�n�. sir�c� ar sfa�u��� tia�ility� a� ar�y,�athe� cause at ��iion� ex�pfi for wi[[�vi �mIs�on�u� or gr�ss n�gllgenc� f�r limIiaf�ans of [iab�li� �nd so1� r��glig�n� f�r • ind�mni��a��n. �ar��s m�a�� fha �� and the �N� i���R� ��� �eYr° ef�i��. empiayees, ag�n�s� and su�e,�ntracto�s. � Jurisdtcfion .`The�Iaw of the Stat� af i'�xas sha�t govem the valldtty �fi �his A�R���[�i'. �is inferpr�ta�i�n and pert�rmanr�:, and any aiher claims reisied to it, `i�e venUe fa� arty litigation refatect to this AGR��M�N�' shal[ be TaYrant Gouniy, '['exas. ���_ � J. Al�emate tiispufe Resolution {'�) A[i daims, dis�utes� and otiter matters in q�estion 6etween ti�e �f'FY ar�d �NGIN��R arising out ofi, or Ir� connection with �is Agre�men# or the PRO.�E�i, ae atty h�eaeh of any obiigatian or' duiy of Cli�' or ENGthl��R hereunder� v�nll b� su�mift�d to medta�i�n. �f inedi��ion is un�c�ccessfui, the c�aim� dispuie or ai#�er matte� In qu����n �hal[ be su�mi�Eed f� ar�ttca�i�n �f �$� Pariies acting reasonabiy ag�ee �h�t #I�� am�unt �f �h� di�p�� is I�C�iy ia �� l��s than $���a�a exc�u��ve of at�arn��'s fee�, ��fs snd ex��nse�. Arbt���n �hal� b� �[� ��rr�an�e • wifh iEie %n��tc�ion Ir��ic�s�r A�bifr�#��n Rui�s' �f f�� ���i�an ArbtEra�a�n ��s��%��gn �e ���r �pptie,��te rul�s �f th� As��c�a��t� ��n ' in effer.� Any �w� r�nd�re� �y �he arbt�f��s� I��� iYta� �a�,��0� exe�u�tv� �f ���n���"s f�es� ��is a�n� �x��ns��� e�[� b� �inaI, �ctci�rt��n� .s�,. � may b� enE�r�d ih�t��n ir� �y �ourE ha�ng junsdi���i,`=�n�`�"E� n�f be �ubj�c� �o �pp�� :�r m����on �x��f % fh� ����. ���itf�ci �y � 4��c��ns �D and °�� ef �e F��erat A�itrat�ar� Ac� {9 �.�.�. S��ons �o . and ��). . (2) Ar�y aw��d gt�af�rihan $aO���D� exdc�sive of af�bm��`s f���, ��fs and exp�ns��, �nay be C���f��. �y ��t�e� p�e[y on a de n�vo h��%�o ih� awa[�d sha�[ be�m� �n�l n�n��► {9�� days f[�m gh� daie �ame t� «�ued. iF li�iga�i�n �s FI�� 6y �it���° �arE�►wffhtn said ntr�ety (9�� day p�[��d, �te awa�d shatl b��me null �� voi� ��d shait n�� a� u�ed by eifh�r° pa�ij► fa� any purp�se in �he iiiiga�a�. ' � ' K. Severa�i['rEy and Scir�rivat � • ' Ef �any �f the provisi�n� �ni�in�d �n �is AGRE�iV[�I�I'i a�e he�d %r any �ason �o �e �it�valid, [�I�gal� ��� ur��nfor�ceabie tn ar�y respec� su�h inva�dfy; i[I��ality, o� ur�enforc.�a�tEif3r wili n�� atfe� any ��ee �rovfsi�n� and ihts A�REE�iE[di` shait b� �ons�ru�d as if su�h invaIid� �(e�a1. oe un�nfio�ab�e pravist�n h�d never been �anfained fier�in, e�cle� V.F, V[.�., VI.D., Vi.�t., �.t.� and VL�Ta shail su[vive fecmina�ion o� ihis AGR�+![�lifaeany �ause. lo, �bs��te and CempYy ��t��it��ER shall af �il #Im�s ob�e�re �� �m�Y wifh at[ #'eder�ai and �ta�e iaws and �egula�ions and wjth a�[ C'�Ey �r�ry�te�s and.eegujaii�ns wht� in an� way a�fecEii�is A�R�EM�Ni and#h�warkhe�un�e�, and sha�l �bserve and c;ampiy �ifh ali nrriers, Iaws or�inan� and �9�ta��ns which may exisf or m�y be ena�#��, Iat�r .by.. 9�v�m3r�� ���i�: having. Jurisdi�Ei�n . or au���i�yr fo� �u�h -- -' ` 4' � � ena�ment No p�ea �F misundersian�ing o� tgnoran� �ere�t� shat[ be c,�nsidered. ��I(31N��F� agrees #� de��d, in��mnify a�i�"hotd har�mI��� CI"iY and ali of its ���e�s� ag�nts �� �mP1�Y��s �rom and agatnsi afi ciaims or Iiabilify arising ou� of fhe viola�ior� �� any su�h o�riert law� �rdin���e, o� regula�ian, wh�ther ii be 6� i�self o�t�s em�loyee�. tl�.2-� � Articfe Vll Attachments, 5chedules, and Signatures This AGREEMENT, including its attachments and schedules, constitutes the entire AGREEMENT, supersedes all prior written or oral understandings, and may only be changed by a written amendment executed by both parties. The faliowing attachments and schedules are hereby made a park of tnis AGR�EMENT. Attachment A— Scope af Services Attachment B — Compensatian Attacnment C— Amendments to Standard Agreement ATTF�f'. � , � ' '. �. i ,o.,J `� � ." Gl6ria Pears City Secreta �f � �� I 1 1 1 � Cantract Authorization �1�010� Date � � ; CITY OF RT WORTH ..ti�.y.- By: Marc A. Ott � Assistant City Manager r��- . . •m� By: ,�.�-� A. ouglas Rademaker, P.E. �irector, Department of Engineering APPROVED AS TO FORM AND LEGALiTY � '�. Assista ity Attarney CHIANG, PATEL & YERBY, �NC., ENGINEER gy; �� a _��.� William E. Carroll, P.E. Vic� President ATTEST: By: �� �. ��'. Wade A. Brooks, P.E. Project Manager � �. ��� ,� -13- • I� 1 g��� �_i� ��[�� ����l� ' �. C'ity o��'o�t �'o��h, T'exas �r��� ��r� ���n�l �,���u�n;��t��� DATE R�FERENCE NUMB�R LOG NAME PAGE 8120lQ2 �*�n9 �� �� 30PUMP 1 of 1 suB,��cT ENGINEERING AGREEMENT WITH CHIANG, PATEL & YERBY, WC. FOR WATER TRANSMISS[�N MAIN ( MPR4VEMENTS FROM THE HOLLY WATER TREATMENT � PLANTS TO THE COMO WATER PUMP STATION RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute an engineering agreement with Chiang, Patel & Yerby, Inc. in the amount of $520,717 for w�ter transmission main improvements from the Holly Wafer Treatment Plants to the Como Water Pump Statian. DISCUSSNON. This projecf is a part of the Water and Wastewater Master Plan prepared in 1989. Under ihis recommendation, a 36-inc� �ater line will be designed next to an existing 48-inch water fine. The purpose of this projeci is to pro�ide increased flow capacity from the Holly Wafer Teeatment plants pressure planes into the Westside pressure planes. Chiang, Patef & Yerby, lnc. was selected ta provid� the engineeri�g services necessary to produce plans and specifications for this project, including a route study, hydraulic investigation and geotechnical invesfigation. The �r�gineer wiq pr�pare plans, specifications, easements and permit documents for approximately 1,8�0 linear feet of 36-inch water line. MIWBE - Chiang, Patel & Yerby, Inc. is in compliance with fhe City`s MNVBE Ordinance by committing to 22°/4 MIVIlBE participation. The City's goal on this project is 15%. In addifion to the contract amount, $10,�00 is required for project managemenfi by the Engineering Departmer�t. This project is located in COUNCIL DISTRICT 9, Mapsco 75R, Q, T, S, and 76G, K, P and N. F15CAL INFORMATIONICERTIFICATION: Ti�e Financ� Director certifi�s that funds are available in the current capi�ai budget, as appropriated, of � the Water Capital Projects Fund. � MO:n Snbmitted for City Manager's �ff#ce by: Marc Ott Originating Department Head: Douglas Rademaker Additianal Iaformation Contact: Douglas Rademaker I FUND , ACCOUNT I � (to) � 8476 G i 57 (from) P1B1 6157 CENTER I AMDUNT I CITY SECR�'PACiY 531200 050161141020 $520,717A0 � � � � I APPRQVBD 08/24/02 I�XHI�Ii ��A-9" SUPP����Ni/�L SC��� OF SERVICES {SlJ����iU��NT i� A�A�i�iVYFi�T ��A��) �bi4S� I oD�SIG�! S�RVICFS: W�i�R IMPR�V��li�Ni� The following is a clarificatio� of the tasks that the ENGINEER will perform under Aitachment "A". Work under t�is attachment includes engineering and planning studies to determine the final route far a water transmission main and to design the water main. liO��Y ���SSUR� ��AIV� 1dVAi�1� ���N�fl�IISS��i� fl��1N, app�oximately �8,OOa linear feet of water main from the 3fi�inch water main paral[el io �T" Avenue beiween FW & W� F�R and BNS� �� to the 4�-inch water main in the �icinity of the Cle�arfor�c �ranch oi the irinity �iver and Hu1�n Street. Upon receipt of notice ta proceed, the ENGINEER will perform the following tasks: Pl�►�i A � �ONC��U�'A� DESICN (S��CtAL SE�VIC�) �. Initial �ata Collectian A, Pre��esign Coardinat'ron �eeting ENGINEER wilf attend and document meetings to discuss and coordir�ate �arious aspects of the praJect and to ensure that the project stays on schedule. The meeting will include repres�ntati�es of the Engineering, Water and ather departments that are impacted by the praject. One (1) pre-design kick-off ineeting, (including ti�e C1TY's Department of Engineering and other de}aartments that are impacted by the p�oject). Two (2) review meetings at completion of the CiTY`s r�view of the canceptual en�ineering plans. �. �ase F�lapping The City ofi Fort Worth water lacator map base sheets and consartium photograprs will be used fior study mapping purposes. ENGINEER has digitai co�ies of the sew�r locator maps. The CITY wi11 furnish digital copies of the consortium mapping. In addition to mapping furnished by the CITY, the ENGINEER shall research and make efforts to obtain pertinent information ta aid in the coordination of the proposed improv�ments with an�r planned future impro�ements thai may influence the projeet. This information wip include curren# and proposed Capital Improvement Projects, s#reet recons#ruc#ion projects, sanitary sewer rehabifitation projects and other CITY projects that, may affeet the route. Franchised utility plans that affect the route will be added also. These include power, gas, electric, and cable television. G. Co�ard�natian witf� O#F�er �g�ncies During the concep#ual design the ENGINEER shal! coordinate with all uiilities, including utilities ow�ed by the CITY, Texas Depar�ment af Transportation (TxDOT) and rail�oads. August 22, 2002 A-1-1 These entities shall be contacted if applicable to determine plans for any proposed �acilities or adjustments to existEng facilities within the route carridor. The infarmation obtairted shal! be considered in analyzing the route. The ENGINEER shall also determine permitting requirements and time frames requir�d for permitting. �. �'ield �econnaissance The ENGINEER s�all walk the route corridor to nate pavement type ar�d con�ition of the streets wit� in the route carridar and to nate the presence of any improvements that will affect route selec#ion. The ENGiNEER will take photographs of critical features. �. �ngineering Reports A. �reliminary �ngineering [�eport a. Pr�liminary Engineering Report sha�l �e submitted sixty-two (62) days after Notice to Proceed Letter is issued. b. The ENGINEER shall perfarm conceptual design of the praposed impro�ements and furnish faur (�) copies ofi the concept engineering plans, which inciude laya�#s, preliminary right-of-way needs and GpSt estimates for the ENGIRfEER's recommended plans. c, Th� ENGINEER shall meet with CITY to discuss review comments far Preliminary Engineering Repart submittal. T1�e CITY shall direct the ENGINEER in writir�g t� proceed wiih preparation of the fir�al report. A total of eight (8) capies of the final report will be submitted. B. Hydraulic Analysis lnvestigation The ENGINEER will re�iew existing Water Distribution Reports (Freese & NichaEs, inc. and Camp, Dresser & McKee, Inc.) to de�elop background information for sizing the transmission line. ENGINEER will pr�pare manuai hydraulic calculatians to verify that the projected maximum day demands can be delivered to the Como �'ump Station thraugh the proposed water transmissian main. The findi�gs anc� conclusions of the study will be summarized 9n a Technical Memorandum. a. 5ubmittal �ate Technical Memorandum shall be suhmitt�d to CiTY with�n one hundred and seven (107} calendar days after Notice to Praceed L.etter is issued. A total of fo�r (4) capies of the draft memarandum shalf be prepared and submitted for review. b. i�ee# With �ity St�ff Th� ENGiNEER shall meet with the CITY to discuss review comments for Hydraulic Analysis submittal. The CITY shall direct ihe ENGINEER in writ�ng to proc�ed with preparation of the final memorand�am. A total of eight (8) copies of the fina� m�morandum will be submitted. C. Geo#echnicallnvestigation August 22, 2002 A-1-2 The ENGINEER will prepare a subsurface �xplar�tion and lafaoratory testing program for the project ta e�aluat� subsurface and groundwater conditions along the route and to assist in the design of any associated structur�s. A field reconnaissance of the route wil� be made to identify the barEng locations, �rimarily at key locatians such as railroad crossings, rir�er crassings, and roadways where cnnstruction by trenchless technology may be used anti at suspected locations where rock excavation is anticipated. Approximately sixteen (16) borings are required to adequatefy define ihe subsurface conditians. Exact lacation of the borings wilf be coordir�ated with the project staf�, Dig Tess, and locators to clear the site for unde�rgrou�d utilities and drilf rig accessibil9ty. Su�surface data from other nearby projects will be used to supplement the information obtained fram the drilling and testing. SuiacQntracting with a quafifiied drilling and geotechnical firm, borings will be driiled to depths u�arying from a minimum of 15-feet alnng the route where apen cut burial is anticipated to a maximum of 45=feet where trenchless technology or aerial crossings of rivers and railroads will be considered. Samples #rom the borings will be taken every f9ve feet or change in material, whiche�er aocurs first, by using either a split-spoon sampler with standard penetration tests or Shelby tub� samples, depending on the soil character. Rack will be cored using a double-tube NX core barrel. Testing of the soil samp[es will include Atterberg Limits, r�atural mo9sture contents, unit dry weights, grain size analysis, and �nconfined campression #est. Rock cores will be tested f�r unconfined corrzpressive strer�gth. TwQ sampfes from each boring within the depth of the pipe zone will be provid�d to the labaratory for appropriate testing for corrosion pratection considerations. A Geotechnical Design Summary Report will he prepared to describe substirface and groundwater conditions at the boring Iocations and their effect on design and construciian. A plan of boring locations will be pra�ided along with boring lags and faboratory tes# resul#s. Recommendations for pi�e emb�dment a�d trench construction, ir�cluding trenchfess construction or aerial requiremer�ts will be Pravided. Selected plans and specifications will be r��iewed to �erify that recommendations have been properly ir�tarpret�d and follawed. a. Suhmittall�ate Geotechnical repor� shalk be submitt�d to CITY withir� one hundred and sixty-six (168) calendar days after Natice io Praceed Letter is issued. A total af four (4) copies of the draft repart shall �e prepared and submitted for reuiew. b. Meet With City Staff The ENGINE�R and Geotechnical sub-consultant shall meet with the CITY to discuss review comments for Geotechnical report submittal. The CITY shall direct the ENGINEER in writing to proceed with preparation of the final report. A totaf of eight (8) copies of the final report v►+i11 be submitted. i7, Carrosion Testing ENGINEER will prepare corrosion protection r�cammendations tor the proposed waterline for up to iwo pipe materials. Field surveys will �e pertormed along the proposed pipeline route to determine parameters important to the corrasion protection design. Approxima#eky 15 field resisti�ity tests will be performed along the proposed alignment io characterize th� soil and rock as to carrosivity patential. Approximately 2Q-laboratory analysis of the soil from borings drilled in or�erburden at August22, 2002 A-1-3 depths of i2" belvw the ground surtace and at pipe springli�►e will be made far resistivity, pH, chloride anc� sulfide cantent. Existing �tility lines in the area will be investigat�d with respect tv existing cathadic protection systems and their potential impacts on tk�e proposed waterline. The engineer will survey the pipefine route fvr stray DG earth current activity and identify appropriate locations far stray current cantrol devi�es. Possible induced AC interfer�nce and the nee� for protection under fault conditions will be investigated. Recomm�ndations fiar design of pipe materials, joint honding, flange isolatton, electricai isola#ion at borings, test statior�s, stray current int�rference mitigativn, AC interference mitigation, and cathodic protection will be furnished, a. Submittal Date Corrosion t�sting report shafl be submitt�d to C1TY within one }�undred and sixty-six (166) calendar days after Natice to Proceed Letter is issued. A total of four {4) copies of the draft report shall be prepared and su�miited for review. b, Il�eet Wfth City Staff The ENGINEER and Corrosion Engineer sub-consultant shall meet with the CITY ta discuss review comments for Corrosion Tasting report submittaL The ClTY shall direct the ENGINEER in writing to praceed with preparation af the final report. A tatal of eight �8) capies of the fina! report wikl be submitted. 3. Public Meeting After the C1TY has reviewed along with an invitation I�tter explain the propased project residents. Engineering Reports, the ENGINEER shall prepare �xhibits and att�nd a maximum of one (1) public meeting to he[p to affected residents. The CITY shall mail the invi#ation to 4. fwonth[y �rvgress �ePort and Neighk�orhaod fVewsletter A. The ENGINEER shall submit a progress scheciule after the design contract is fully �xecuted. The schedule shall be updated and submitted to the C1TY a[or�g with monthly progress report as required under Attachment B of the contract. �. ENGINEER will prepare a quarkerly newsletter detailing the status af the project for distribution to the affected Neighborhaod Association. The newsletter will be reviewed and appro�ed by the CITY prior to d9stributifln. P�Ri � o�OfdSi�UCTI�IV ��/�N� �Fd� S��CI�t�AiI�I�S 1. �urveys for �iesFgn (Speci�l �er�ice) A. ENGINEER will perform field surveys to collect horizontal and �ertical eleva#ions and other information, which will be neede� for use by th� ENGINEER in design and preparation of plans for the project. lnformatian gather�d during the survey shall incfude topographic data, elevat€ans of all sanitary sewers, eEevations af all starm sewers, August 22, 2002 A-1-4 r�mlinvert ele�ations, location of buried utilities, overhead efectrical lines, structures, and other features relevant to the final plan sheets. For wat�r lines located in streets, sur�eys will be confined to the stre�t right-af-way. For water lines located in alleys or backyards, ENGINEER witl obtain the following: Obtain permission for surv�ying through pri�ate praperry. Lacate horizontal and vertiaal alignment of utility lines. Tie impro�ements, tre�s, fences, walls, etc., horizor�tally along rear lines in ar� approximately 40' wid� strip. In addition, locate all rear house carners and building corr�ers in backyards. Profile existing water andlor sewer line centerline. Cvmpile base plan from field survey data at 1"= 2D` scale. ObtaEn permission far surveying through priva�e proper�y. Lacate horizontal and �ertical aiignment of utifity lines. The improveme�ts, trees, fences, walis, etc., horizontafly alang rear lot lines in an approximately 20' wide strip. in addition, locate all rear house corners and building corners in backyards. Compile base pian from field survey data at i" � 20' horizontal, and 1" = 2' vertical.scale. �. Engineer will pro�ide the fo�lowing information. All plans, field notes, plats, maps, legal descriptions, ar other specified documents prepared in conjunction with #he r�quested s�r�ices shall be prov9ded in a digital format compatible wit� the electronic data collectian and computer aided design and drafting software currentiy in use by the Department of Engineering. All text data such as plan and profile, legal descriptians, aoordinate files, cut sheets, etc., shalf be provided in the American Standard Cade for Infiormation Interchange (ASCII} format, and all drawing files shall �e pro�ided in MicroStationlJ (DGN} format (currently V7.1), or as o#herwise appro�ed in writir�g by the CITY, and all data callected and generated during the co�rse ofi the projec# shall become the property of the CITY. The minimum s�rvey informaiion to be provided on the plans shall include the following: i} A Praject Control 5heei, showing ALL Cantrol Points, used ar set while gatherir�g data. Generaliy on a scale af not less than �"=400', 2j The following infarmation about each Control Po9nt; a) Identified �Exis#ing City Manument #8901, PK Nail, 5/8" Eron Rod) b} X, Y and Z Coordinates, in an identified coordinate system, and a referred bearing base. Z caordinate on City Dat�m onfy. . � c} Descriptive Location (Ex. Set in the centerline of the inlet in the 5out� Curb line of Narth SEde Drive at the East end of radiUs at the Southeast corner af North Side Drive and Norkh Main Street). 3) Caor�inates on al� P.G.'s, P.T.'s, P.i.'s, Manholes, Water meters, Valves, etc., in the same coordina#e system, as the Control. August 22, 2002 A-� -� 4) No less than two horizontal control paints, per line or lacation. 5) Bearings given o� all proposed centerlir�es, ar baselines. 6) Station equativns relating utilities to paving, when appropriate. �. �r�liminary Construction Pians Upon approvai af Part A, Section 2, ENGINEER will prepare preliminary construction plans as fallows: A. Overal! water and/or sanitary sewer layaut sheets and an Q�erall easement layout sheet(s). �. Pr.eliminary proj�ct plans and profile sne�ts wnich show the following: Proposed water and/ar sanitary sewer planlprofile and recommended pipe size, fire hydrants, water service lines and meter boxes, gate val�es, isalation valves and afl p�rtiner�t information needed to construct the project. Legal descrEptian (Lot Nos., Block Nos., and Addition Names} along with pro�erty owners�ip shall be pra�ided o� the plan view. C. �or sewer lines, pipelines scheduled for point repairs, rehabilitatio� and replac�ment will be located on the base sheets prepared from surv�y information gather�d under Part B, Section 1. Conflicts sha11 be resolved where pipelines are to �e rehabifitated on the same line segment. Base sheets sha{I reference affiected or adjacent st�eets. Where open-cut canstruction is anticipated, belaw an� above ground utilities will be located and shown Qn the base s�eets. �. Existing utilities and utility easements will be shown an the plan and profile 5F1EEtS. ENGINEER will coordinate with utility companies and the CITY to determine if any future improvements are planned that may impact the project. E. The ENGINEER shall conduct prelimir�ary research for a�aifability of existing easements where oPen-cut construction or �elocation of existing aligr�ments is probable. Temporary and permanent easements will be approximated bas�d on a�ailable infiormation. Legai descriptions and plat maps will be prepared on 8.5"x1 �" standard sh�ets for all necessary temparary and permanent easements required tor water main construction. Descriptions shall be prepared in standard format as directed by Department of Eng�neering {DOE}. Temporary and permanent eas�ments shall be delin�ated on plan sheets. Ex�ibits shall be prepared. Legal descriptions shall also be pr�pared if needed. A total afi one (1) pe�manent easement across Tarrant County Water District No. 1, two (2) LotlBlack Tracts, two (2) Metes & Baunds Tracts, and ten (i0) temporary construction eas�ments are included. The C1TY will secure easements and rights�of- entry agreements as nec�ssary. _ � I�. TF�e ENGINEER shall make pro�isians for r�connecting all water and/or wastewater service lines which connect directly to any main being replace�, including rep[acement of existing service lines within CITY right-of-way or utility easement. When the existing alignment of a water and sanitary sewer main or lateral is changed, provisians will be made in th� final plans andlor specifications by the ENGWEER to relocate all service August 22, 2002 A-1-6 lines wf�9ch are connected ta the existing main and connect said service lines to the relacated main. G. The ENGINEER wilE prepare standard and, special detail sheets for water Ir`ne installat9on and sewer rehabilitation or replacement that are nat already included in the D-Sectian of the CITY's specifications. These may include connection details between �arious par�s of the proj�ct, tu�nefing details, boring and jacking details, waterlir�e relooations, details unique to the construction of the project, trenchless d�ta9ls, and special service lateral reconnections. Fi. The ENGINEER wilf pr�pare iraffic control pfans for alig�ments along roads and/or streets. Texas Department af TransportationlManual on Uniform Traffic Control Devices (TxDOT/MUTC[3} Standards shafl be us�c� to pre�are traffic cantro[ pEans. Plan scafe for the drawings shall be 1"=20'. The plans will be based on the following criteria: The contracior shalf excavate, install #he p9pe, and then backfill �he trench as he proceeds. The contractor shall repEace roadway pa�ement after they have 2�00-�OOD iinear feet r�ady. In ar�as where rvadway surface has no# been replaced, temporary paving shall be installed within limits of exaavations. Dri�es and streets to remain open at al{ times. Th�y can be c[osed temporarify fior shart per9ads of time. Contractor shall chec�C with proper�y owners prior to closing driveway, even temporarily. Contractor shall check with pol9ce and fire prior to clasing access ta roads and streets. I. The ENGINE�R will prepare a Storm Water Pollution Pr�vention P{ar� per current CITY standards. This plan will not meet future storm uvater pollution prevention rules to be establ9sh�d by the EPA on May 1�, 20fl2. 3. �re[�m9nary �onstruction �lan Submitta� A. Preliminary plans and specifications shal[ be submitted to the C1TY withir� ninety-six (9B} calendar days after approval af Part A, Section 2. �. The ENGINEER shall deli�er twenty (20) sets of preliminary construction plans and two (2) sets af specifications and contract documents to CITY for review and delivery to utility cc�mpani�s. Generafly, plan sheets shall be organized as follaws: Ca�er Sheet Project Lay�ut ar�d Horizontal Control Easement Layout and List of Property Owners {if applicable) Plan & Profiile Sheets 5tandard Canstruction Details Sp�cial Details {If appiicable) Traffic Con�rol August 22, 2042 A-1-7 �. �e�iew f�eetings with City The ENGfNEER shall meet with ClTY to d9scuss revi�w comments for preliminary s�bmittal. The CITY shall direct the ENGINEER in writing ta proceed with �inal Design for Final Review. �. �ublic Meeting (�pecial S�rvice) Afiter the preliminary plans have b�en reviewed and ap�rove� by the CITY, ENGINEER shall prepare exhibits along with an in�itation letter and attend public meeting to hefp ex�lain the praposed project to residents. The CfTY shall mail the invita#ion letters. �. EN�Ifd��R's Pre��minary Estimate of Probable Gonstrucf'ron Cost T�e ENGINEER sha11 submi� a preliminary estimate of probable canstruction cast with the preliminary plans submitted. ENGINEER shalf assist C1TY in selecting the feasible and/or economical solutions ta be pursued. �. Final D�sign and Final Re�iew A. Final Canstruct[on Doc�ments shafl be submitted to CITY within se�enty {7Q) calendar days after appro�al af Part B, 5ection 3. Following CITY approval of the recommended improvements, the ENGINEER shal{ prepare final plans and specificatians and contract documents to CITY (each sheet shail be stamped, dated, sealecf and signed by the ENGINEER} and submit two (2) sets of plans and constructi�n con#ract documents within 15 days of CITY's final approvaL Pian sets shalf be used for Part C acti�ities. �. �NGINE�R's �stimate af �robable Construction �ost Tt�e ENGI�iEER shall submit a fiinal estimate of probable constructior� cast with the final pkans submitted. ���� e � ���-conrs���c-r�or� �ss�s�a���, ts��ci�t� s��vi���� 1. �►dministration A. �eli�er �id �ocuments The ENGINEER wi{I make a�aifabfe for bidding, upan request by the CITY, up to forry (40) sets of the final approved and dated plans and specifiications and contract daeuments far the project to the CITY far distribution to potential �idders. �, �idding Assistance �, TF�e ENGINEER sha11 assist the CITY during bid phase inc[uding preparation of addenda and responses to questions submitted to #he D+�E by prospective bidders. ENGINEER sha11 at�end the scheduled pre-bid cor�ference. August 22, 20a2 A-1-8 The ENGINEER shall assist in re�iewing the hids for cample#eness and accuracy. The ENGINEER shall attend the project bid opening, develop bid tab�lations, and submit fio�r (4} copies of the bid tabulatian. C. �ssistance �uring Gonstruction The ENGINEER shali attend the pre-construction conference fior the project. The ENGINEER shaii also cansult witi� and ad�Ese the CITY on design andlor constructior� a�anges, if necessary. The ENGWEER shali only reuiew shop drawings for the pipe and �alve su�mitta�s prepared by the Cor�struction Contractor. The ENGINEER shail make a maximum of ten (10) periodic visits to tE�e si#e during construction, prepare a site trip report for each ��sit, and submit the site trip report to the CiTY �. �ost-Canstruction Serdices The ENGINEER will attend the fiinai inspection in company with the CITY and Canstruction Cantractor and prepar� a punch 1€st inspec�ion report. August 22, 2002 A-�-9 ATi�CHIVI�IVT °��� CO�P�FV�AiIOPI AN' Q SCbFDUL� H���Y �R�SSU�� P�,APIE W��`�� TFiA[dSt1f�IS51�1V TVYAIN, approximately 78,ODO line�r feet of water main from the 36-inch water main parallel tv 8T" A�enue between FW � 1lV� RR and �fdS�' RR #o the �8�ir�ch water main in the vicinit�r of the Cfearforl� �ran�h of the �rinity Ri�er and bulen Stre�t. I. Cvmpensation A. The ENGINEER shall be compensated a lump sum fee of $520,7i7 for 6asic and Special Services as� summarized ir� Exhibits "B-3". Payment of the lump sum fee _ shall be cnnsidered fufl compensation for the services described in Exhibit "A-i" for all labar, materiai supplies, and equipment necessary to complete the project. Partial payment shall b� made monthly as stipulated in Exhibit "B-1" upan receipt of an it��oice from #he ENGiNEER, prepar�d from the books and records of the ENGINEER. Each in�oice is to be verified as to its accuracy and com�liance with the t�rms of this contract by an ofificer of the ENGIN�ER. Payment according to statements wiN be subject to certification by the D9rector of Engineering Department or his authorized repr�sentative that such work has been perfiormed. {L Schedule d. �art A— Preliminary Engineering Report and Concept Engineer�ng Plans will be submit#ed one hundred and si�y-six (166} days after the "Notice to Proceed". �. Part B— Preliminary plans, specifications and contracfi doc�rments will be campleted ninety-six (96) days aftar CITY appro�al af Cance�t Plans. Final Plans, specificatians, contract documents and cast estimate wiA be completed seventy (70 ) days aft�r CITY approval af Preliminary Plans, C. Part C— Bidding and Award will be campleted an estimated seventy (70) days after C1TY's appro�al of Final Design plans, speci#ications and contract documents. �. Construction wi11 have an estimated completion date 10 months after contract award. Aug�tst 22, 2002 B-'� EXHI�1�' ����1�� ���1�0� O� ��Y��f�7' (SU�P��iV�1��T i0 �,�f'A�b{h��hlT ���„� H���Y PR���UR� �l�NE �IIAi�� iF3A1�SMIS51�iY ti�A1iV, approximately 18,OOD linear feet of water main from #he 36�inch wa#er main parallel to 8T�` Arrenue befi+veen �W & W� RR and �NS� �R to the ���inch water main in the vicinity of the Clearfark �ran�h of the irinity �ider and Hulen Street. I, f4Aethod of �ayment The Engineer shall be paid monthly vn the basis af statements prepared from the books aY�d recards of account af the Engineer. The �ggregate of such manthly payments shall nat exc�ed the following: Uniil satisfactory completion of Exhibit A-1, Phase f, Part A-Conceptua! Design hereunder, a sum not to exceed twenty (20) percent of the maximum fee. Until sat9sfactory compl�tion o# Exhibit A-1, Phase f, Part B-Construction Plans and Specifications, Pre�iminary Plans, hereunder, a sum na# to exce�d seventy {i5) percent af the maximurn fee, less pre�ious paymen#s Until satisfactary completion af Exhibit A-1, PF�ase I, Part B-Construction Plar�s and Specificatio�s, Fina1 Plans, hereunder, a sum not to exceed ninety-five (95) p�rcent of the maximum fee, Eess pre�ious payments. Bafance of the payments to be du� and payable after the pre-canstr�ction meeiing for tne prajec�. Ar� officer of the ENGINEER shalf veri'Fy the accuracy of each in�oice submitted which shall comply with #he #erms o�f the agreement. Il. �rogress Report �a. The ENGWEER sha11 submit to the designated re�aresentative of the Director of �he Department of Engineering monthly progress reports co�ering all phases of design by the � 6th of e�ery month in the format required by the Director. �. If #he ENGiNEER determines in the course of making design drawings and specifications that the opinion of probable cost (as estimat�d in Exhibit "B-4") will be exceeded, whether by change in the scape af tF�e project, increased cost ar other canditions, the ENGINEER shall immediately r�part such fact ta tE�e CITY's Director of the Depart�nent of Engineering and, if so instructed by the Directar af the DEpartrr�ent of Engineering s�all suspend all work hereunder. august 22, 2aoz 8-1-1 FXHI�[Y �o� (�l1�PLE�IY�id f iB ATif�CiiiV��hli �) Hourly Rate Schedule - �002 �N���QY�I� CLASSI�ICATIOfd Principal In-Charge Proj�c# Manager Struetural �ngineer (P .E.} Design Engineer (P .E.) D�sign Engineer (E.I.T.) TechICADD Operator Cierical Reimbursables RA�lG� O� bOIJRLY R�.�ES $140.00 - $205.OQ $102.00 - $121.OQ $72.OD - $12QA0 $75AQ - $95.00 $54.0� - $79A0 $60.00 - $85.00 $42.OD - $65.00 Mileage Reproduction work will be at current commercial rates. 5ubcontractors will be paid at actual in�oice cost plus ten p�rcent (10%). Cost Pl�s 10°l0 $0.365 p�r Mile August 22, 20fl2 B-2-1 �XbI�1T ��3A I�E� SUfIflfU9��Y i�B��Y ���S�I�R� �LARlE WAiE� �'�ANSiUiI�SI�N f4A�►IN, approximatefy 1�,OOQ linear feet of water main from th� 36-inch w�ter main parallel fo 8�" A�enue between �W & WR �� and �P�S� �� to the 4��inch w�ter ma9n in the vicinity of the Clearfor[� �ran�h �� the irinity Ri�er and Hulen Street. (�ees �ased �n Manhours) �xhibit Scope of Se�vices A-1 Water Line Design YO�dl� Proposed Ni11N�� SuboConsuEtants Terra Mar Gorrondona and Associates, Inc, Gorrandona and Associates, Inc. DFW Publishing i�i/�L �ee $520,717 $520,717 Serrrices Geotechnical Surveying Easements Printinc� IV�W�� $117,155 $117,155 Fee $i 7,405 $75,000 $18,180 $6,570 $1 � 7,155 �ep�ent 22.5% 22.5°fo � % oi Tota! 3.3% 14.4°/d 3.rJ% 1.3% 22.�"J% August 22, 2042 B-3A-1 �XHI�I f ��3� �1�� SUIV�fl�ARY ki0lLY P��SSU�� I�LAf�� WAiFR TR�i�S�fiIS�ION NYAIhl, approximately 9�,000 tinear feet of water main from the 36oinch water main paral[el to �T" A�enue between �N & WR R� and �fVSFr R� to tne 48�inch water main in the �icinity oi the Clearfork �ean�h �f the irinity �3iver and Hulen Stree#. (k�e�s �ased on i�anhours� �ASIC �[�CIN�ER1iVG ��SICN �'�E � Basic Enqineerinq Fee ! iOiAL �ASI� �'�� S��CIA� �EFiViC�S G�atechnical Services, Testing, & Report � 0% fee far MWBE Geotechnical (Terra Mar) Concep#ual Design Traffic Control Corrosivity Testing (Elk Engineering} i 0% fee far Carrosivity (Elk Engineering) Field Surveys {Gorrondona} 1 D% fiee for MW BE Surveys (Gorrfl�dona) Permanent Easements (Gorrondona} (i for Tarrant County Water Control District No. i ) 2 Lo�lBlock Tracts 2 Metes & Bounds Tracts 10 Temporary Easements 10% fee for MW �E Easements Railroad Permits (3 tota!) Corp. o# Engineers Permit (1 total) Reproduction (DFW Publishing) 10°/4 fee for MWBE Reproduction (DFW Puialishing) i0'fdl� S��CI�� S�ftVIC�S ��� �! �ONSiR1JC�i8iV Sf�RVI��S Pre-Construction Assistance Post Construc#ion Assistance i�i/�L CO�'S��UCilO1V S��VIG�S FE� A��fiIONAL ���VI��S Monthly Reparts Public M�etings (2} Starm Water Poflution Pre�ention Plan i�TAL �►��1�181�,l�L SEf�VIC�S ��E �oi�a� �F� $233,228 $233,228 $17,405 $1,741 $92,4fi0 $� �,A�65 $7,500 $750 ���,00a $7',S�Q $5,ODD $780 $2,400 $10,000 $1,818 $4,5QQ ��,00a $5,57a $660 $251,549 $7,337 $14,223 $21,560 $3,45Q $3,800 $7,130 � � $14,380 $520,717 August 22, 2002 B-36-1 �k�il�li ��3C G����GI�NIC�11�, SURVFY ANC] ����O�U�`�I�fd ��� �Ui4�1VlAF�Y HO��Y ���SSURI� PL�N� WAiE� ��,�N�MISSI�N MAIf�, approximately 1�,OU0 linear feet of water main from the 36�inch water main parallel to �T" �venue between �1N & W� RR and ��45� �� to the 4�einch water main in the vicinity of the Clearfork �ranch of the Trinity �irrer and Hafen Street. ����'��bNICr4L F�� ! �! 1 D% fiee for sub-consultant iOTAL G�O���bN1CAL ��� C��F�OS{O�' ��S�IN� �FE 10% fee for sub-cansultant iOiAl� �B�RO�I��' ��S�INC FEE SURVEY ��� 1 �% fee #or sub-consultant �'8�/�!L �IlRV�Y �'�� ��S�fJ[�NT ��E Tarrant Caunty Water Control District No. 2 LadBlock Tracts 2 Metes & Bounds Tracts 10 Temporary Easements 10% fee for sub-consultant TOiA,L �AS�iw�f�T �E� RI�PR��711��'10N F�l� Praafreading, editing, and related ser�ices Preliminary Plans (6D total sheets) Preliminary 5pecifications Const. Plans (6D tatal sheets) Mylar Reproduction (60 totaf sheets) Specifications Subtatal 10% fee for sub-consultant iOTRL ����O�UGTI�fV ��� 24 hrs $2D.00 Per hour 2Q sets $42.00 Per set 2 sets $55.0� Per sei 45 sets $42.OD Per set 1 sets $840Aa Per set 45 sets $58.00 Per set $17,405 $1,741 $19,14� $7,500 $75D $8,250 $75,000 $7,500 �s2,5ao $5,OOa $780 $2,400 $1 Q,000 $i,818 $19,998 $480 $840 $110 $1,890 $84D $2,520 $6,570 �s�a $7,23� /�ugust 22, 2002 B-3C-1 V110FdGC TASGC �1ESCI�Q�7�01� 1. lnitial Daia Collection a. Pre-Design Coordinatian Meeting b. Base Mapping (1 Prepare base maps �2 Add current and proposed C1P's 3 Add street reconsiruction pro[ecis �A� 8anitary sewer rehab prajects 5 �ranchise utifities a Power Gas c Tefephone d Cab1e N c. Coordination wEth Other Actencies 1) TxQOT 2) BNSF RR 3 Sfate Historical �ommission 4 Hazardous Materials �ivision d. ield Fieconnaissance e. Reimbursabfe F�cpense (G 10% of labor) 5a�b�o�0 0�6ic�l �ata Col��c�iocu 2. Preliminary Enqineer�ng Report a. Concept�al Desiqn 1 Analyze selected route 2 Length and potential locations 3 Ability to supplr� water 4 Pavement reparr 5 Easemer�t reQuiremenis 6) Raifraad crossint�s `n Malnr utility cross�nqs 8) Tra�ia control 9y TrersChleSs teCh�ology compariso� 90 Aerial crassfrtp f � 7 Wetlands i 2 Cost EXIHI�O� IB-3D CO&VC��T�JAL DESIG�7 - SI��COAL SEFiVQCES I�aiUR�ll !�A'C� WOFlK - I�S�INlIATE� NIAIY-Ei0l�I�S Pri�co�aQ PVV� Geologis� �1'� CADDlTec� Cle2ic2�0 C� 1 � � � 1 1 1 1 8 22 4 8 1 1 2 1 � 4 4 4 4 4 4 4 � 4 4 20 90 1D 10 10 10 �a 10 5 2 2 4 2 4 2 � 20 4 8 35 22 �0 9a 28 16 4 B � 8 10 8 4 72 4 76 12 8 16 6 12 2 4 4 4 4 4 8 4 8 8 2 2 2 2 2 2 2 2 16 �04AL TO'�A� � �104lFt5 IFE� 14 $ 2,1 BO � 24 $ � ,880 14 $ 'i ,08fl 14 $ 1,080 1 �4 $ 1,D8Q 17 $ 1,390 17 $ 1,390 17 $ 1,594 17 $ 1,390 10 $ 1,t35 9 $ 1,i20 9 $ �l,120 9 $ 1,120 40 $ 4,78Q $ 2,212 225 $ 24,327 44 $ 5,500 34 $ 4,54Q 8 $ 700 1a $ S10 18 $ 1,550 �2 $ i,120 � a � � ,asa 'I3 $ 1,3t�, 29 $ 3,670 24 $ 2,$20 i 7 $ 2,�410 25 $ 2,430 August 22, 2Q02 S-3D-1 11VOI�QC �ASGC 1��5C�iQPTQOI� b.1're are Technicai �emorandum (1 �arrati�e �2 Dra#tinq (3 Fortnaf, edit� and finalize c. Meet witn citv �taff d. Reimbursable Exper�se (iQ°k of L.abor) ulba�tal Po�eDimr�imary Ec��rar���rim� Re�ort �3. Hydraulic Analysis a. Review Priar Reports b, Develop and Analyze SO" and 36" Optiohs � c. PreR�re Technical Memorandum ' �1) Narrative 2� Dr�ftinq {3} Format, edit, and finalize d, Meet with Ciiy Staff e. Reimbursable ense {i �% of Labor) Su�otal F�Wc�r�at[Bl����hls�s GeotechnicaE Exploration Proqram a. Review ��astinq Soi[ & Geo�oW b. Feld 3ite Visit/Ftecanaissance c. Design Field Testir�q Program d. Monitor �eld Eacplora�on e. Review braii and Fnal Test Reports q. Reimbursable Expense �10°� of l...abor) �b4o4a0 Geatechnoca�l CxP��o�ati�r� praorarn 5. Corrosion Pro3ec�an Testinq Propram a. Corrosion Protection Froqram 6: Review Draft and Fnal 7'est Reports c. Rei�bursable ��Cpense �i 0% af Labor) ,u�ia#� CorrosBart i�pa�ect orn �estinc� Rra�Pau� EX1i9BIL B-3D C�I�C�P�I�A�. ��SQGf� - SPECIA� S�RVICES Pri�copaQ 2 6 26 2 � 21 I 3� I 111 � 1� I 1 I 2 2�1 zl I 63E F�OiDR�.V RAZ� WOF�K - �S�INDAT�� MA�1-GiO�JRS PV� �eolo�is4 �1� CAi}�/i�c�h �4I 4 8 24 1 6 6 133 64 50 32 � � i �I I 41 I 121 161 �4l I � I � i 8 � � $ � � � � 4I 291 I 1 2 I 21 5 4�4 4I I 206� � 01 l2 8 isl 16I 161 I 6sl 281 I 12 � �le�ica� 4 8 12 2 4I 6 I 1l VOTiAL TO�A� f�O�1R5 ��IE 22 $ 24 $ 9 $ 18 $ $ 317 $ �41 � 36 $ 16 $ 8 $ 5 $ �I � $ 86 $ 2,200 I 1,920 � 585 2,67fl 3,529 I 38,814 1,500 3,460 1,4$0 fi44 345 990 842 9,257 �4iI � 81$ 21 I $ �6� $ 20 $ � 79 $ '1,965 1,200 2,920 2,400 2,860 1,135 12,�480 i 2� � I � 181 $ 2,600 � s I�-. � � 221 � s, 070 I I � � t ,so� 121 01 0 d� 18 $ 7,577 � �66� 1�8� 134� 38� 725� $ 92,46Q � August 22, 2002 �_3Q_� IdV��RGC �ASIC �IESCF31PTi QOIN j�orost�e�c�ian S�mrices i A. Pre-Construction 1. Pre-Bid Canference � 2. Addenda ' 3. Bid Opening 4. Bid Tabulation 5. Pre-Consiruction Meetin � � 6. Reimbursable Expense �f�i 0% of fabor) 15�a�to��� Pre-C��st��ac�ion B. Constructian �. 5hop Drawinqs {�ipe & �alves onlyl 2. Periodic Site Visits 3. interpret Documents (RF]'sl 4. Reimbursable Expense (C�iO%of labor� $uE�to��� Co�s��c��Cion C. Post-Gonstruction ; 1. Final Inspectian i�unch list) � 2. Reimbursable Expense (C�10°fo of lak�or) Su����al �ost Cmtas��ecaiom �o�al EX[���31� �-3E, C�I�S�RIlC�'QCDP� SIEIRV��IES F�IE S4pIf11�W[AFiV IiOIlRLV IRATi � VYORK - �S�`11VIfA�E� 1111AP�Q-1-�O1lR5 P�ir�ci�al P�l C�'�" �ADDII'ech Cl�pic�� � 1 1 1 9 6 3 s . . 6 6� 8� ' 4 16 16 4 36 2 8 ZS 6 6 20 102 47 � 4 30 i ���'A� �OiA� [�04�1�5 F�IE 13 $ 1,315 � 25 $ 2,125 6 $ 630 16 $ 1,285 13 $ �,315 $ 667 � $ 7,337 44 $ 4,Q4�0 40 $ 4,5�0 26 $ 2,344 $ 1,092 $ 12,012 16 $ 2,010 $ 201 $ 2,211 199 $ 21,560 � August 22, 2002 8-3�-1 � ���US� ��� 2qQ2 ���F.1 �xwi�i� ��aG ������c coNr�o�, SERVIC�S F�� SUMMARY WORK TASW DESCa1[�YION PM Tra#fio Control Plans 1. Create Plan Snee#s 1 2. Traffic Control Plans 2 3. Miscellaneaus Defails 2 4. Standards 1 5. Quantities 2 fi. Specifications 4 7. Reimb�arsable �xpense (C�10% of iabor) To#al 12 �"OTAL iO�AL �IT CAbDITech HOURS FEE 6 28 35 $ 2,765 11 40 53 $ �,180 4 20 26 $ 2,09D __O_ 1 2 $ 185 -- 6 8 16 $ 1,2i0 s� a �6 � z,sso $ i,395' 59 97 168 $ 14,A�65 August 22, 2002 B-3G-� �XH[Bt'� S-3H IBASIC ENGINEERI[�[G pESlCafd SERVICES FEE � WORK TAS9C �ESCFiVPT[ON � i. Pr�Viminary Con� ruction Plans � a. Preqaration of Plans '{ Co�er 2 Certeral Notes 3 Cantrol Sheet 4 Overall La�out Sheet 5 Easement Lavout s Pian and Profi[e Miscellaneous Details b. re ratian of �Qecifica#ions c. City�eview and �omme�ts d. Uti�i� Coordination e. Preliminary Estimate of Praba6le Cost f. Meefin� with City Sfaff q. Reimbursabie Facpense {�1D%of laborl 3ubtatal 2. �inal Construction Plans a. Preparation of Pla�s �t Co�er 2 General Notes 3 Contrai Shest 4 Qvera[1 l.avau# Sheet 5) Easement E.ay� ut 6} Plan and Rro#ife ) Miscellaneous Details �. Pr� �ration of S ecifications c. Ci��eview and �omments d. Uti itV Coordinaiion e. Preiim9nary Estimate of Prohabfe Cost f. Meeting with CitV StafF p. Reim6ursab[e Expense (�10°� of labor} Subtotal . Tata1 � August 22, 2042 F10URLV RAT� WORK- ES�IMA"GIEQ MAlV-F!Dl�RS 7"O�Ai. �07'AQ. - �rirtcipal PM Geo[ogist EE� CA��ITech Glerical PiOURS �E� I � 42 8 4 a 2 26 81 i z p 4 1 1 1 1 2 is 76 32 144 32 8 4$ 32 �6 p¢ 40 24 eQ 24 4 S 20 8 239 68 344 � . 3 38 54 24 12 8 10 40 16 6 28 52 2 24 16 Z6 4 70 226 52 16i 465 120 B-3Fi-1 1 2 1 1 2 50 44 48 49 'i 6 213 557 6 8 8 560 20 602, 0 ti 1 1 3�40 24 367 fl. 9fi9 0 � � zas � 7 � sso 8 $ 655 10 $ 815 2fi $ 1,970 854 $ 75,64d ss � �,s�o � 56 $ 7,2$0 8$ $ 7,68fl ZOS $ 8,88D 38 $ 4,060 4$ $ 7.100 $ 12.293 1334 $ 135,21$ 2 $ 150� 3 $ 245 2, $ 150 2 $ 15D 5 $ 455 5Q0 $ 46,390 64 $ 5,540 66 $ 8,500 106 $ 9,364 100 $ 8,820 a2� $ 4,02fl � 36 $ 5,32� $ 8,91 � 928 $ 98,010 2262 $ 233,228 EXH[BIT B-4 CLIENT: City of Fort Worth PROJECT: Holly Pressure Plan Water 7rahsmission Main ES�IMAT� OF PROBABLE COS7 ITEM RESCRIPTION �SEC7IQN I - UTILtTY IMPFiOVEMENTS 1 Connect to Existing 96" Wster Line 2 36" Water Line by Open Gui 3 36" Water Line by Trenchless Method 4 36" Butterf{y Valve and 1/al�e Vault 5 36" Water Line bY, O#her Than Open Cut 6 5�" 5teel Casin Pipe for 36" Water Line 7 ,lacking Pits for�renchless Method 8 Receivinq Pits for Trenchless MetE�od 9 2" Combination Air and Vacuum Release Valve 10 fi" Blowoff Valve and Sump Manhole i 1 Fittin�, s Far 36" Water Line 12 Trench Safeiy 13 Ad)'t�st Ma�f�ole to grade 1� Adiust Water Val�es to grade '�5 Adlust Water Meter Boxes tp qrade 16 Connect to Existing 48" Water l.in� Subtotal Section I- Utility Impror�ements 14% Contingencies TOTAL SECTION I- UTILITY IMPROVEMEN�"S S�CTIQN 11- PAVING IMPFiOVEMENTS 17 Asphalt Pavement Re�air 1 B Remo�e Concrete Curb and Gutter 19 Construct Concrete Curb and Guiter 20 Remo�e Goncrete Sidewalks 21 Construct Cor�crete Sidewalks 22 Remo�e 6" Concrete Dri�es 23 Consfruct 6" Concrete Dri�es 24 Lime Stabilized Subc�rade 25 Cement for Stabilization 26 Temp orary Pa�ement Rep[acement 27 Rep[ace Jogging Path S�t�tatal Section II - Paving Improvements 10% Confiin encies TOTAL SE�10N I- PAVING IMPROVEMENTS $ 1,515,068 $ 151,�p7 $ 1,666,575 TOT�►L PROJEC7 $ 4,777,404 , �ate: U8122102 F'repared By: CP&Y Esiimate Qty llnit Unit Price 1 16,100 500 2 7Q0 70� 6 s 10 1Q 44 16,100 6 6 3 1 �A �F LF �A LF LF EA �A EA EA TN LF EA EA EA EA a,000.ao 120.00 $35Q.00 28,Op0.OQ 13DA0 525.d0 3,000.40 z,aoo.ao a,soo.00 5,OQ4.OD 600.00 2.00 350.00 30D.�0 50.00 10,700.Od 23,224 � �,soo 11,600 4,OOU �,00a 2, OQ� 2,000 23,224 314 i 1,600 10,222 SY LF �� SF SF LF LF SY TN LF 5Y $ $ $ $ $ $ $ $ $ $ $ $ $ $ � $ � $ $ $ $ $ $ Subtotal � � s,aao.00 $ i,932,Q40.00 $ 175,OQ0.00 $ 56,OQO.Qp $ 9i,000.OD $ 367,5D{].00 $ 18,D00.00 $ 12,OOO.DO $ 45,000.40 $ 5D,000.00 $ 26,573.Q0 $ 32,200.00 $ 2,10Q.00 $ 1,804.00 $ 15Q.00 $ 10,700.00 $ 2,828,023 $ 282,802 $ 3,11 D,825 $ 975,408.40 $ 1�,600.Q0 � its,000.oa � s,aoa.00 � �s,aoo.ao $ 3,Q04.00 $ 9,OOQAO $ 69,672.00 $ 32,921 _00 $ 150, 800.00 $ 122, 667.00 42.00 1.00 10.00 1.50 4.50 1.50 4.50 s.ao i 05.0� S 3.00 12.00 August 22, 20D2 8-4-1 -11 I� ,�_ I P L�_�- I___�s,w'� i �; �� �j ... �. . � � 2-_ �- _ y� - = d � Ff�Mp� �q�� I PR � yE � � � � � �` ' I , ��� , 1 ��� � _i :@ �, gOt �Vg/� Pq��p/ r m �/ '� ;�1 d� I o � � p,�y�a2 - y� � � ° r�n r!wr � . y �N ELYO. _ J "�� � � T..w � � faF r��__�.�d � �� k., y .,, p4 35R ` f � � fw..e� fi �.� � �O 0 y.». � �. 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Se.�1 ' � I'�II I n I o R Hil � 4 � �1 F g i 1,Aa�. � G� �,�r _ _ aw^" &" p � v�P!rn51� � x� � � ' .sas �.Wr � w � r a� pv j�: � '4 �v ��' i am� s' . w S e� �r n .oe� � °"[� ' � . � I �� — 9 �' s5�1 � % .. ,� � 4 � ` "' ;� ' �= � ��, �„ I� #— _•� " ' _ o 'lr` p I gb � "�E ww " �' � - � �. � � �.0 e0.n � d . .=�;' � . �� ac.�� s�ezr `.� I�l'. /`{ F.G Sy�gY / � . � .s �� � - � a u �� x�s �-E �p�. " � -,�,_. � � sr-" �.,n € - �. � '"� � a z� � �.�v � d��, <� j,.I�•� � �$ � I.-�F i cwrcE, iv ''�' i,ou. F��+su � � I I, ��.cu � 1� ' — — _ I�TTACHiV��N f ��C�� AiV��IVDiV➢�P17S T� ��i1C��� IV, V, AMD VI ►4N� ATfACHIUi��3� "�° Article VL L., line 4: Remove the foflowing: "or may be enacted {ater" l�ttachment �, ttem 3: Delate t�Es Item, Er�gineer will provide the Geotechnical In��stigatian for this project. Attachmen# A, Item ��: Add tne following to this Item, the Engineer wi{I not be providing services for diff�ring sit� conditions due to Hazardous Materials encauntered during construction or for differing site condit9ons due to Geotechnical conditions encountered during construction. Attachment �, ltem �6. Delete this Item, the Engineer will not prepare "record drawings" for this project. Attachment A, Item 27 (New Item): Add the folfowing, "5treet design servic�s including drainage, pavement pian & profiles, curb & gutter prafiles, and related services are not included." Attachment A, Item �� (I�ew ttem): Add the following, "Cathodic Protection design and reEated services are nat included." August 22, 2�02 C-1 IAVi�a��[IWEf�'�' D �I�LI�X P����I�FRE P�AI�E 1NATl�R TlRA�I��VI�SSI�C� �VIAL�, ��ppr�xi���ely �f 8,0�0 l���ar �eet �� wa�er rna�an ��or� fh� 3fa-���� w►a�e� �roai� �2ar����� t� �T" Av�o��a� ���n►�e� Fi�l &�V�4 RR ��d ��ISF lRR �o �he 4&6r��� w�t�p ��Q� 6r� the �o��u�i�y �� the �fe��fork �r�ov�}� o� ��� T�Qn�ty Ro��� ��ad F�aaR�a� S��e�t. ITIEIM � TlAS�C �ESCRC��I�� 1 f�o#ice ta Praceed 2 PreEiminary Engineeri�g Report 3 Ciiy Review Prel9minary Eng. Rep4rt 4 �ydraufic Analysis 5 City C�e�iew Hydraulic Analysis s GeotechnicaVCorros9on onv�stigation 7 City IReview G�oteehlCorrosion In�estigation S Preliminary Engineerir�g 9 City �4eview Pre[iminary � 0 Final Design 11 Ciry Re�iew FiRa[ �2 Prepar� for Ad�ertisement � 3 Advertisement � 4 Award Contract 15 Construction �fi Final �nspectian All Da�s Are Ca[endar Days PFt�JIE�TED ACiI�A� , ST1�R1[' lFIIVISF➢ I DC�I�A�TIOIV , S41�f$'� I FQ�IIS�-I �UR�+TION ; 62 days 14 days 31 days i 4 days 45 days 14 days 9fi days 14 days 56 days 1 G days 10 days 2D days 40 days 260 days 30 days � August 22, 20Q2 D-1 Sc��daal� C 0 � Q .� � N cu � � y 44 H Notice to Proceed �o [i� s� City Re�iew Preliminary Engineering Report�� ��. ' � 31 City Re�iew Hydraulic Analysis I� 7� �5 City Review GeotechnicallCorrosion Investigation � 1� — 9e City Re�iew Preliminary Engineering � - "� i - _� � City Re�iew Final Design �� 10 Ad�e�isement ', 2� ao Construction 100 200 300 400 Zso �, i ---- —� 500 600 700 t300 �aar�ti�ar�, �a�emd�a�r ��i�s � Pradecessar Task Duretian �Task Duration au9ust Zz, 2aoz o-2 �" �'ity of'�ort Wo�h, 7'exas l���or ��d Cou�cij Comrr�u�ic����� DA7� R�FER�NCE NUMBER LOG NAME RAGE 81201Q2 �'*��'99�9� � 30P1lMP � �f'� SU6JECT ENGlNEERING AGREEMENT WITH �NI�,NC�, PATEL & YERBY, INC. FOR WATER TRANSMlSSION MAIN iMPROVEMENTS �ROM THE HOLLY WATER TREATMENT i i PLANTS TO THE COMO WATER PUMP STATlON _ __ __ RECOMMENDATI�N: It is r�commended that the City Council authorize the City Mar�ager ta execute an engineering agreement with Chiang, Patel & Yerby, fnc. in the amaunt of $520,717 for water transmission main �mpro�ements from the Ho!{y Wa�er Treatment Plants to the Comd Water Pump Station. DISCUS514N: This praject is a part of the Water and Wastewater Master Plan prepared ir� 1989. Under this recommendatian, a 36-inch water line will be d�signed next to an existing 48-inch water line. The purpose of this project is ta provide increased f[ow capacity from the HaRy Water Treatment plants pressure planes into the Westside pressure planes. Chiang, Patei & Yerby, Inc. was selected to provide the engineering services necessary to produce pla�s and specifications far this project, inclu�ing a route study, hydraulic investigation and geotechnical investigation. The engineer will prepare plans, specificatians, easements and permit documents for approximately 1,8a0 linear feet of 36-inch water line. MIWBE - Chiang, Patel & Yerby, Inc. is in compliance with ihe City's MIWBE Ordinance by committing to 22°/a MIVIIBE participation. The City's goal an this project is 15%. In addition ta the contract amouni, $10,500 is required for project management by the Er�gin�ering Departm�nt, This project is located in COUNCIL DISTRICT 9, Mapsco 75R, Q, T, 5, and 76G, K, P and N. F15CAL �NFORMATI�NICERTIFICATION: The Finance Directar certifies that funds are aWai1a61e in the current capital budget, as appropriated, of the Water Capital Projects Fund. MO:n Submitted ior City Manager's Office by: Marc Ott Originating �egartment Head: Douglas Rademaker Addiiional Iaformatioa Contact: Douglas Rademaker I FUND � ACCUUNT , C�NTER I AMOUIVT I CITY SECRETARY � {to) 4 8475 I 1 I 6157 I {from} ` P161 � � G157 � 531204 06p161141020 � $520,717.OD 1 1 1 } APPROVED 08/20/02