The URL can be used to link to this page

Home My WebLink About025181 - Construction-Related - Contract - Davila Construction, Inc.� , � . _ . . • �::�' S��;s��RY � � SPECIFIC',�'T'IC��1TS AND � �`.,��.�. ��.� CONTRACT DOCUMENTS '',;l--�,�:��,��s��`� B��"a��`.-�►�C�. FOR � ::�3i ��,�.t� .�.��'i�'� �� WATER LINE REPLACEMENT CONTRACT 97BB SEWER LINE REPLACEMENT CONTRACT 97BB � WATER PROJECT NO. PW53-060530174830, D.O.E. NO. 1689 `-�� `-��+� �� SAIVITARY SEWER PROJECT NO. PS58-070580174690, D.O.E. NO. 1689 ` " CITY SECRETARY i Water Line Renlacements: CONTRACT NO .�� . � ROTHINGTON ROAD (Southwest Blvd to Trappinghan Rd) KIRKWOOD ROAD (Peidmont Rd to Clayton Rd) WILD PLUM DRNE (Harlanwood Dr to Preston Hollow Dr) � ECHO TRAIL (Ranch View Rd to Cul-de-Sac) EL CAMPO ROAD (Horne St to Faron St) � EL CAMPO ROAD (Hervie St to Camp Bowie Blvd) TANGLEWOOD DRNE (Bellaire Dr to Harlanwood Dr) PELHAM ROAD (Clayton Road to Camp Bowie Blvd.) LJ Sanitary Sewer Line Reulacement: PELHAM ROAD (Clayton Roac�. to Camp Bowie Blvd.) in u � Kenneth Barr Mayor THE CITY OF FORT WORTH, TEXAS PREPARED FOR Bob Terrell City Manager Z THE CITY OF FORT WORTH DEPARTMENT OF ENGINEERING u � PREPARED BY: � 0 a � 1 A. DOUGLAS RADEMAKER, P.E., DIRECTOR May 1999 � 'r� �� J� �!�'�� ° � � ,��( � .. ]:�� i�,��l�/'�2� �`\. �.L JS J� .'iL�� i�:1 1� g ��c� �U��:��r�� ., ��c��:� � ��rst��-��:o�G�� 6009 Brldge SYreet, Sul4e 900, For4 1AIor4h Texas 76192 ANetro (897) �29-4373 ��I��Q6 �I�M� �9� ��Q�� C�� G'�bo � , UN- � � I Q�:.:� ��1�rN •ilii� � i ;'r Y . ,. �, ,. � � � ,,,.� j�.t� ��,t�� .�,.,,� 1•�M �• �1Y � � I �J �" "' .��►r, • .j��1M. �' �c��.�. �,�,�.. ••�A 1e n / ' �� a � ,'- - J � � -<� 1-99 TUE 1� 52 P�� F, W, DEPT;� E?��II�EERING , FAX N0, .81.7 871 7854 �1F. :1: % �`;�4''j 1 1 . •�d 4Jti 31 ? E� �i�_�OUlJ1N hiFlk'�rtNLL ,�A,Ub��IAUt� �IO. � �o� WATER �ZN� REPLACE�7.EIVT CONT�,��' q7 Bg S�,WFR J..�N�E REpL�,t;�MCNT CONTTtACT 97 $B �e�artnxe�E pf �ugiAeerit�g ,�rqject No.1689 '�k�is adde.�dum fotms part of tk�e Co�trace doe�u�iei�ts refcrcneed �bo�ve �d modifies �he oriAinal Cor�txact AoeLu�ieiits arzd Plans. Ac1c3�oWzedge rcc�ipt, ��' this addenduni by signin� and attaching it to the Cotxtract Dociunen4s (iz�s�de). Note receipt of tl�� A,.ddendurz� zn Lhe .I3ad �roposa! and on tktP outer ettvclopc of ynur bid.- PLF,A.SE M.�lKi+, NOT� Ok` T�� FOLLOW�NG l�h;�'TSIQNS: Pa;�t A- MBE ! 1N�3fi BTD SP�CIF,jC,A7'IQ�1: . 1- Re}�lace Iy��Y�O�itv azxd Wo�tte�.�3usu�ess Fnter�srise Sueci�ication� (,�ev. �7/16196), w�t�Z the attached eopy of �p,�ty aud Womcn.�usiness Enterarise Sueoi ficativxxs (.Kev. df2/98}, �nn�:�v�urn[ �ta. z IZ�C.'Ell'1' 1�C.CCNOW.L�.DGF� A. I?auglas R�ci�maker, P_F_ nirector P, 2 F-'p�,F e�7 Goz�xpat�y; ��vlL G�,YS�ILvG}�lb,�/ - By: _ Q Date: � � %` 9� r lr..___�. .A, zovcd� l G��'��i � PA � �titcfc'�'rice, k.N. Mallc�g�'f, C0115t1�,ts'�lt S�Tv1Gt'8 ' � � � � � � ' � � � ' ' ' 1 � 1 i � WATER LINE REPLACEMENT CONTRACT 97BB SEWER LINE REPLACEMENT CONTRACT 97BB WATER PROJECT NO. PW53-060530174830, D.O.E. NO. 1689 SANITARY SEWER PROJECT NO. PS58-070580174690, D.O.E. NO. 1689 TABLE OF CONTENTS PART A Notice to Bidders Comprehensive Notice to Bidders Special Instructions to Bidders MBE/WBE Bid Specifications '�' : PART C C1 PART D PART E Proposal General Conditions Supplemental Conditions to Section C Special Conditions Street Boring Tests (removed) PART F Workers' Compensation Compliance Certificate of Insurance Performance Bond Payment Bond Maintenance Bond PART G Contract � � D PART A � � NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS � SPECIAL INSTRUCTIONS TO BIDDER � (PRE-QUALIFICATION REQUIREMENTS) MBE/WBE BID SPECIFICATIONS � � � a _ _ _ Q a 0 0 � 0 � � �� '�� ',� NOTICE TO BIDDERS J Sealed proposals for the following : II� CONTRACT 97BB D.O.E. NO. 1689 a Water Line Replacements: � ROTHINGTON ROAD, KIRKWOOD ROAD, WILD PLUM DRIVE ECHO TRAIL, EL CAMPO ROAD, EL CAMPO ROAD, TANGLEWOOD DRIVE, PELHAM ROAD � Sanitary Sewer Line Replacement: PELHAM ROAD � Addressed to Mr. Bob Terrell, City Manager for the City of Fort Worth, Texas will be received � at the Purchasing Office until 1:30 p.m., Thursday, June 10 , 1999, and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, Specifications and Contract Documents for this project may be obtained at the Office of the Department of Engineering, � Municipal Office Building, 1000 Throckmorton, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of thirty dollars (530.00). � The project consists of, in brief: 870 LF. 12" Water Line 8150 LF. 8" Water Line a1057 LF. 8" Sanitary Sewer Line a For additional information concerning this project, please contact Ed Kellie, with Goodwin & Marshall, Inc. at (817) 429-4373 or Fred Ehia, P.E., Project Manager, with the City of Fort Worth at (817) 871-8424. � Advertising Dates: � Mav 13, 1999 Mav 20, 1999 � Fort Worth, Texas � l!1 ,� �'�� PART A- COMPREHENSIVE NOTICE TO BIDDERS '� Sealed proposals for the following: For: WATER LINE REPLACEMENT CONTRACT 97BB � SEWER LINE REPLACEMENT CONTRACT 97BB WATER PROJECT NO. PW53-060530174830, D.O.E. NO. 1689 SAIVITARY SEWER PROJECT NO. PS58-070580174690, D.O.E. NO. 1689 ,� � •I � J � � LJ I�I � u LJ � Water Line Replacements: ROTHINGTON ROAD KIRKWOOD ROAD WILD PLUM DRNE ECHO TRAIL EL CAMPO ROAD EL CAMPO ROAD TANGLEWOOD DRNE PELHAM ROAD (Southwest Blvd to Trappinghan Rd) (Peidmont Rd to Clayton Rd) (Harlanwood Dr to Preston Hollow Dr) (Ranch View Rd to Cul-de-Sac) (Horne St to Faron St) (Hervie St to Camp Bowie Blvd) (Bellaire Dr to Harlanwood Dr) (Clayton Road to Camp Bowie Blvd.) Sanitary Sewer Line Renlacement: PELHAM ROAD (Clayton Road to Camp Bowie Blvd.) Addressed to Mr. Bob Terrell, City Manager for the City of Fort Worth, Texas will be received at the Purchasing Office unril 1:30 p.m., Thursday, June 10, 1999, and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans, for fhis project may be obtained at the office of the Department of Engineering, Municipal Office Building,1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of $30.00. All bidders will be required to comply with Provisions 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wages anci Ciry Ordinance No. 7278, as amended by City Ordinance No. 7400, prohibiting discrimination in employment pracrices. The major work on the above project shall consist of the following: 870 8,144 181 LF. 12" Water Line LF. 8" Water Line Replacement Water Services 1,057 LF. 8" Sanitary Sewer 19 4" Sanitary Sewer Services 14,825 LF. Temp Asphalt Pavement trench repair. li� L�J L�J � PART A- COMPREHENSIVE NOTICE TO BIDDERS a Included in the above will be all other miscellaneous items of construction as outlined in the Plans and Specifications. a The City reserves the right to reject any and/or all bids and waive any and/ or all formalities. AWARD OF CONTRACT: No bid may be withdrawn until the expirarion of sucty (60) days from the date the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/ or a the GOOD FAITH EFFORT FORM ("Documentarion") as appropriate, is received by the city. The award of contract, if made, will be within ninety (90) days after this documentation is received, but in no case will the award be made until all the necessary investigarions are made n as to the responsibility of the bidder to whom it is proposed to award the contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledg- � ing receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department Qof Engineering at (817) 871-8100. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract � dociunent at any time. Bidders shall submit the complete specifications book or risk rejection of bid. Q In accord with City of Fort Worth Ordinance, No. 11923, the City of Fort Worth has goals for the participation of disadvantaged Enterprise in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In order for a bid to be considered a responsive, the AFFIDAVIT STATEMENT included with the bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render the bid non-responsive. The Bidder shall submit the MBE/WBE U'TILIZATTON FORM, � GOALS WANER FORM and/ or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received by the contracting department no later than 5:00 PM, (5) business days after the bid opening date. The bidder shall obtain a receipt a from the appropriate employee of the contracting department to whom the delivery was made. Such receipt shall be evidence that the Documentation was received by the City. � � L�J f�l � 2 �'� � ' � � � r 1 ' � � ' � � � � � � � PART A- COMPREHENSIVE NOTICE TO BIDDERS The Managing Department for this project is the Department of Engineering. For additional information concerning this project, please contact Fred Ehia, P.E., Project Manager at the City of Fort Worth, (817) 871-8424 or Ed Kellie at Goodwin & Marshall, Inc. (817) 429- 4373. Bob Terrell , City Manager Alice Church City Secretary A. Douglas Rademaker, P.E., Director Department of Engineering By: / �Q /--�-�--�-�� . Rick Trice, P.E., Manager, Consultant Services Advertising Dates: Mav 13, 1999 Mav 20, 1999 Fort Worth, Texas 3 � �..�+ �+ � � � w�+ �w+ �.�r �..� � r.�+r 1�+� Ir � I� � � �+ �. l�l � IiJ l�J � � SPECIAL INSTRUCTION TO BIDDERS (WATER DEPARTMII�IT} 1. PREQUALIFTCATION RF.n : All contra,ctors submitting bids are required to be prequalinal by the Fort Worth Water Department prior to submit�ing bids. This prequalification process will establish a bid limit based on a technical evaluarion and finan�ial analysis of the contractor. It is the biddex's responsibility to submit the following documenratian: a current financiat statement, an a�ptable ea�pe,rien� record, an acr,�table eauipment schedule and any other documents the Department may deem necessary, to the Director of the Water Depaztment at Ieast seven ('7) calenc.ar days prior to the date of the opening of bids. � (a) 'Ihe financial statement required shalt have been �.��.�,.1 by an inde�endent certified public acr�untant or an independent public accountant holding a valid permit issued a bY an a�proPriate State Iicensing agency and shall have been so prepared as to refle: t the financial status af the submitting company. This szatement must be cun-eat and not more than one (1) year o�d. In the case that a bidding date falls within the time a new � statement is being prepared, the previous statemeat shall be updated by proper vesification. � L�J l!1 � C �'' C'� � I�l (b) For an ezperien� record to be considered to be a,cc;eptable ior a given proje�t, it must reflecx the e��earien� of the rirm s�idng oualification in work of both the same nawrr and techni�I Ievel as that of ths project for wiuch bids are to be re�ived. . (c) The Director of the Water Department siiall be the sole judge as to the acceptability for financial qualifiration to bid on any Fort Worth Water Department proje: t. (d) Bids re�ived in ez�ss of the bid iimit si3all be considered non-responsive and will be rejected as such. (e) The City, in it's sol� discretion,• may reject any bid for failure to demonstrate ezperien� andJor ex�rtise. Cfl �Y Pr��s submitted by a non-prequalified bidder shall be �turned unanened, and if ina.dverr�tly opened, shall �ot be considered. � (g) The City will aixempt to notify praspective bidders whose aualifications (fu�ancial or - ezperien�) are not deemed to be appropriate to the nature an�lor magnitu� of the pPoject an which bids arr to be re�ived. Fail� to notify shall not be a waiver of any ner�ssary prequalification. -�- � � � l � � � ' ' ' 2. �ID SEX:UHITY: A casnier`s checY or acc�table bidd�'s bond payable to the City oi Fort Worth in an amount of not Iess tiian five pemx.nt (5 %) of the largest possible toral or the bid submitted must ar,.:ompany the bid, and is subj�t to forfeiture in the event the succe.ssful bidder fails to ezecute the Contract Docume,nts withi.n (10) days after the contract has bee� awarded. To be an acceptable surety on the iwnd, (1) the name of the sur�ety shall bo inciuded an the current U.S. Treasury, or CZ) the sur�ty must have ca�ital and surplus ec}ual to ten times the limit of the bond. The surety must bei.icensed to do business in the St�e of Texas. The amount of the bond snall not ezc� the amount shown 3. 4. on the Treasury Iist or one-tenth (1110) the total canital and surplus. BOND�: A performan� bond, a payment bond and a maintenance bond each for one hundred (100%) percent of the contract price will be re�uired, Referen� C 3�.7. WA('xE RATE.S: Not less than the prevailing wage rates established by the City of fort Worth, Tezas and as sex forth in the contra.ct documents must be paid on this project. 5. AMBIC'TZJI'I'Y: In the c,asr of ambigaity or Iack of clearness in stating prices in the Proposal the City reserves the right to adopt the most advantageous construction thereor to the City or to reje�t the Proposal. � 6. BIDDER LI�ENSE: Bidder must be a Iic�sed Contractor in the State of Tezas. � � � � � � � � � 7. NO�IDF��IT BIDDER��: Pursuant to Arricle 601g, Tezas Revi.sed Civil Statutes, th� City of Fort Wortri will not award this contract to a nonresident bidder unless ti�� nonresident`s bid is lower than the lowest bid submitted� by a resnonsible Tezas resident bidder by the same amount that a Te�as resident bidder would be required to underoid a nonresident bidder to obtain a comparai�Ie cantract in the Staxe in which the nonressident's princinal place of business is Iocated. "Nonresident bidd�" means a bidder whose principal pla� of busin:ss is not in the Statr of Te�as, but ezcludes a contra.ctor whose ultimate parent company or majority owner has its principal pia� af business in the State of Texas. � This provision does not app�y if t�is contcact involves Federal funds. � -� �I LI CI�, � � � t!1 n 'Iiie a�propriate blanks of the Proposal must be filled out by all nonresideat bidders in order for the bid to meet specifications. The r'ailure of a nonnesideat cantractor to do so will automatically disqualify that biddes. PAYMIIV'T: If the contra�ct amount is 525,000 or less, the contrac� amaunt shall be paid within forty-five (45� calendar days after completion and ac�.,�ptance by the City. 9. A GE: In accordance with the policy ("Policy") of the Eze�utive Branch of the Federal Govemment, Con�tor cavenants that neith� it, nor any or its officers, memi�ers, a„rents, emplayees, program participants or subcon�a,ctors while engaged in performing this contiact, shall, in connection with the employment, advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against persons becanse of their age ezcept on the basi.s of a bona fide occupationai qualification, retirement plan, or statutory requiremea� Contra,ctor furthe,t covenants that neither it nor its officers, members, agents, empioy�s, � stiacontractors, Pro� P��Pan�� P��ns acting on their behalf, si�all specify, in solicitations or advertisements for employ�s to work on this contract, a mazimum age � Iimit for such employme�nt uniess the speeified mazimum age limit is based upon a bona fide occupational qualification, retirement pian or statutory reuuirements. � � � � , � � a- � - � Contractor wazrants it will fully comply with the poiicy and will defend, indemniuy and hold City harniless against any claims ar allegations assert�ed by third parties or subcontractors and/or its subcontractors' alleged faiiure to. comnly with the above reierenc�d Poiicy concerning age discriminaiion in the performan� of this ao�ment 10. DLSABILITY: In accordance witfi the provisians of the Americans With Disabilities Act of 1990 ("ADA"), Conuactor waa-ants that it and any. and all of its subcontcactors will not uniawfully discriminatr on; the basis of disability in the provision of services to the �eneral public, nar in the availabilir3r, terms and/or conditions of employment ior applicants for employment with or em�loy�s of Contractor or any of its subconna.ctors. Contra,cctor warrants it will fully conmly with the ADFA`s provisions and any other 2DpliCdble Fedel�l� St3te and IoCa113ws COtl�rniula diSBbility azld will defend� iuldemt�ilV and hold" �ity harmless against any ciaims or allegations asserteii by third parties or subcontractors a.gainst City arising out of contractor`s and/or its subcontracLors' alleged failure to comply with the above refere�c�d Poficy concerning age discrimination in the perFormancr af this agr�ment. `. � C! ��I u � l �J � � l!1 l�l � L�J � i i. �nvo� Axn woMErr BvsnvEss _.� - :�� m rne ca�y of Fort Worti� Ordinan� No. 11923 the City of Fart Worth has goals for the participatian of minority business enterprises and women ousiness euterprises in City contracts. A copy of the Ordinance can be obtained from the Office of �e City Secretary. In order for a bid w be considend responsive the AFFIDAVIT STAZ��v�NT included within these bid documents must be completed and submit�ed wi� the bid. Failure to submit the campl� AFFIDAVIT STAT�:MENT shall render the bid non-responsive. In addition, the biddez saall submit the MBFJWBE I:iTII�IZATION FORM, PRIlVLE CON'I'RAC'�'OR WAIVE.� FROM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriar�. The documentation must be receive� no la�..�r than 5:00 PM, five (5) Ciry business days aRer �e bid opening date. The bidder shall obtain a re�eipt from the apprapriate empioy� of the managing department to whom delivery was made. Such receipt shall be eviden� thai the documentation was received by the City. Failure to comply shall render the bid nonresponsive. Upon request, Contrarctor agr�,s t�o provide the Owner complete and accurate informarion regarding aatual work performed hy a Ivf'inority Business FnterQrise (IviBE) and/or a Women Business Fnterprise (WB� on th� contract and payment therepf. Contra,cto: iurther agrees to permit any audit and/or examiiiarion of any books, records or files in irs possession ti�at will substantiate the actual work performed by an MBE and/or WBE. 'Ihe misrepre.�tation of f�cts (other than a negli�ent m�:.f.��.s:,..tation) and/or �e commission of fraud by the Contractor will b� grounds far termination of the contract and/or initiatin� action under a�propriate federal state or Iocal � Iaws or ordinances r�..lating to faLsr sntements. Further, any sucii misrepresentarion (o�er �an a negtigent misre�resentation) and/or commission of fraud will resutt in the Contractor being determined to be irnesponsible and ban�eci from participating in City woric for a periocl of time of not Iess than three (3} years. � � Rcvieed 9r24/97 � A:�.SIB.V�rI'R _ � .. � � ` �i- � LJ � - ► �� h� �► �a� � �1 � - �' 1 • , • ;+� h 1 : �� L.. ,; (� k.� ,'_ � �i`_' � �- : � `-�- � - -, LJ ' �`- � �� LL � �— (t 1� 1�fl= p0�ty` O� if1�: i� O�' FOft' V110flti �D. afli{�[ea tl7�: i� �1d. Aqt�l� �• hy: �Y�n ��tMf+NBq iRtffs .,. r ��cwn�nt �,.a�qoods,anQ.snwo�.sian�Cty ar� .. „„� rbwt e�ds.. �/ i�tQ inasa�tlf�u�of NIIAIBEfi�i�rrls� coe�le�bDutlisava�ty cF �sd-MI�E�v�idr P�ouid��oo��an�san�ioe�diiedt�acicxiac�lr�afl�qly� M �c�,��toRe��t� -�� 1 ��m��a��a,��u,Q .� , ��w� �: . , � ��.��yd�.,.�..� . .. � ��:�� ar�e�nosa�e�e�o�n�t�aowk,� , . � � � .., v _ 1:. If��toc'�o�df�sbow�s��NlWBE�oa�� Good. y�, oe� _ ��r ° y, . - .. ... �:.��` �� a �, � � -- - - --� _ . ��C�l��b�fO00iYed�1��D�/bfOfl�yM�R��110M1�1Q� �bC�dF %CA�M�b��blCOM�IOdfdi�0lfNll��i�1t�MCik'-�1pffG - � MiY1��iY'��f10f� �Y��{�dOf�01[6�OENp�di�.. �. iiiY{��OR FOf�C � 6�.'� pfR,.�� (6� C�i b1�i1R�i diyi � bid 1.. � CAfd�i�':ifBlllb� �OR1C I�d1Yrd b� 6� pf{4�Yi! (6j::l� bli�lf�i di�i i� (� . � �. C�OOd F�td%ft%fflC IT�IMrd � � pRe�11�! ��% � � � ci�y of Fortworth Minority° and Wvmen 6usiness, Ertterprise Speqficatior�s �� . . �.. _ _:_ _ __.._.... . _.._.. ..._ _ .--- , : '�s�;bti3 ' , � , . ._. � � ��i � � � �I � � ' � ��6��GII �IR�J&�lElai� � , � � � � �#�f.. . .. . _ __. . .-- . , . . ��. Yp�? / ' � .�.�F� . , � 't.:.� .. . ,. , k ��-�� , ` � �X�PNaq.00��vltWYMBEOlffOe�t(�'t%3Z'I$10t.. � � . � " ;� � ,� i ,.,s. �t �t :e. � �„;�" .0 ��mg�; 'd�^� � �.: ��s,��,-�.�., i;� - e ,,r .cr ��;±"�' � �" �. �`� - _ ,s a . o . - p > <.. }�c � . . . ' ' � . . . . .. _ . _. . . . . ' - . � _ . _ "�- _ . � __ _: .; _ . r- - ' : - �► ms� : � r- _ � ___ ' . ..� - -- �' -= _ _ — - --- _ _ _ -- _- ---. _. _ - - _-__ . _ .� � . � � � �� ;�'� � � � _ � . � : � � , x _ : � � . � . � • �� , � � ., :; ,, �,: . �,� - - • _ . y '�'; . -,. , � . , �--- ~ � � � �� d � .�, �__.� 0 � a � . t ' � � � � .� � � � . � � �� ... �� - - - - � � �� . � -,� � � ,� � � ~ ' � � : ;=, ; ... , �.�. � �� , . ;' ; � �� .h..• � . ' � .� . � N �� i � � , � � . .� � . .� �� _ .:� Z . � .� � : � ,� . � � 4 ,� ., , �; � �� , . �� .� i - . _ � �: � � . : � , �� .� . � . � ,� , . . � � � . . � �� . . � �?� �� , � � ;. �� .: .. , � � � � '. � , • � �. � � � � � �.� � �� ,:�5, ;,a,a"�. ... . � , i i � � ,� . . , . � �� . , �� , �. � � � � . . �. , �..� , _ _ �� , . ,� � , �� . j ,, - � ��a . ,. � . . ,?c�; � .. ' . � :ti, k �. � � � ,_....._,, ,,,,.,,,,� ,,,,,.�.. �_... ,:..�, �_.._. �...�.., �.... .� , h� i_... , _ .,..., � i . :,� w�.r ��. ., , . . , . _ _ . �_ . i � wrrwc�.rir u r.c� 1 oa L c��y of Fort worifi ,a Minority and� yyorne� Busines� Eriterprise Specifications . �BE UTiLIZATiON e�con�wrnrxwMs l_. �� . U �'L r.• �i C. _ . �' °' . . � s� nw� _ _. . � � � . . _ t - _ �:��a-�� . , , � - . , . � = � _ _ ... . � _ .--- :�. _r � . 0 � r � i � . . . . .� -'. � ._ � . . . . . , - _ . ' . � . . : _. . _ . _ • ♦ � ' ' '� � � �• � , . � . • " l, � • �� .. ". , ; . , . l.. �'"".,_. ",..,.^- . . .. ...:: .., �_�'` ='"<�.. ��. ,:...`. ..�.,...._ .� _ . � . Cf��Q � •' �,��ap�: ' INCTRGA?No�lIeC�Tio�st�{�fondG�efpiorisaApng - � uI' ' � �Y � 11 � � � ��{ �� .I � . i i i� i �� _ ... -i . ��° . �. ��t��Y��`� . ••.. �Ky: � :' : - � �� , �da4�btu�sslatbe� �� - _` < a, s ,: •. � � ` ' � , �, F -� . . , - ,.;��, � , � � ,. ,_ � ..._�, . . _ . . . �,; F � ,�.• ^t`rA, '4 , > 4�� . , �" , `' . �� T. iH�S �ORl� �8E R6C&VED �1fTyE 1UINAGWG OEP�T g1C �"00 p!!y EiVE(�} i�iY �, . . 4. , , � - , v . : � , � ; � . OAYSAF1'ER 81D OpB�'s. � ,- , - --_. - ----=--=------�=-------_.�.--------_.------- -------- __- - - _ _- -- � a ':Hi 1 b W� .�.� I�� ._ - 3< - . .. , .� P' �-`. � z � S j si � .. « �. � � Y . _ . _ . � ; � � .. r � - . . ' . . . � _ . . - . . � . . � � � . . •. .. PROJECTNAlY�._ PR�O.ISCTNQb�EZL . L� , v , � �. L) 0 � � � ATTA� u ' CI�y Of For�Wvrth �`s°`= Minoriiy and Womert Busi�ess. Enterprise Specifications., � , . _ , _ . , =. _-_� � s� .. _ - ,y -- , ; . . _ _ - ._� � . ._ _ _ _.. _ . . _ _�� .� --. .,_ ., �.. . 'gN, 4... :::o ` .:-' • . ,.,�. . :�.._ ., . . � . �. . �.i . � , .. ,. . I ' . � :,.. . � . _ �. . :� . . ' . . ..� . ... . .. .. . a ... A . -s •` .".. . . . � �� '� � �� ': • � AQ�1Q �i MIOf k p�OfilMd by �iYbpppbSC�p1� �IId� �E (s� � �s� �. • �s� � �t �i (�jd. i11f addK a1i0 SQ�rK �D �i01111 i0 a11d� � � pf �Ily 6001�� frOOtdi i�ld �th� � � � �� p� „1! iC�itii wOf�C i�M �s� �1�0t �s� OR t:iii OO�. bY �t id�l0f�d � OC � bY ��iM�Oft�bl��lCOl�Ot�fiO�p(.�IAPOI'�[� � � a p�riod. oE not i�ss-tian tLe+� Cs1 Y'� �� acvon ne�oc Fid�ral. Sdb orl�ocai bw�s �� - �:-- �./LLLYBEsaadWBEsIWST'BE��.BY'tHECRY�r�CO1�ItRACTAWAFtQ : � ; :� ,� . �,� � . . . . � ., �- .. &' �i ,. � °,,, iaa,��^. � , . � � ,, x ,, � � �, ,' � x , s . �` : �,- � ... ,. . � . . �. � . � ,. . � . � �� ` �. 3 x +:c�� . c� � 1, � �" � ..e � � �: � � � �' � � <�� . .,,' . ..��=� , . .� - -��-'�":. ., . � �: , a.,.: , ,�'z,� � , y:.y , � . - . . � ., _ _ � �.� � w , �� - :�. .. _ . . i. ,�4 Q•- � —� -- _ _ __' .� " a ' _—P_ _ _—- _ _ .- •. . . e- ' � . f»i � �i,r rf, � �. � .! .^ �; . . .. �. � v .'., . . . . . .,. . � .� . . ... w � .. �� ..��..,, :. .� . " . .. �/c . . . .. .. . . •s . ... ..x .= .: ._ � � . . .�NaV�� .. . . . � � .. ' , . . .. � � � . . - , . . . . ., .. .. . . ' .... mr �� O d � s • � � � �� 3 �� v'� � V � O � � � � 0 � : - � ' � - I - , - � � � � z � � � 0 � � . � � � �. �� s �� '� � � � . � � � w�� Q � �� .� � . . _ _ , � :. "�: � : , � � � � ' I � � �� I . � ' �`� �` :�c , �'�A, , < �r; _� , r�« . , a .s �; �: e�� , :�� i . , �.��r .. � ' ,} ��x�a � � � � � � � �* � �� ' � �: � `� � �� , � � � Y ��: � � � . M � . r�a. ,� � �. ^�a 1 � � S . � � �Y t � 5 §� +J� j �� `; , "� � RF: a� � � `� r �' � , �. ��' £ i. y �' � - I � � � � �.. . � . .. l� � �� _ L� . � � � � �. ¢,: � � � � �� 'p�• §X . � . . � • .. � �� ; �'$ � } � � aa � � � , .. � � � �� ' 4 � � .�' '� � � �� ,�i � ` t � � � � .. � �i , �_ , ' .� �,° '; , ,� ;�; i � � , ` .� � F �. �� ,� ��: � � � � i t1�= ` � � �" M � � ��' '� � � �� u .u�; � n ^�Y � � ; s� � � i .� � � R ,�. � � � • � . � � . ]j � � } �g k �'� � { I I �. � � Q � ',"�� 4'x . � . �/ � � ,:�y` � :� �4�� .. � I . � . . . �i 1 � � . .. � � u ' � � � � � . &! r ' h� . . , � :� � �� e ' � � � �� :; �' �� ,� �� .� � �, .� � � �� ' � � �, ` p . ' . . � w � ��. � � ' „� �,� �, � � � � . �p, � �' 1':. '� . . � � � �� ,� � � � �� ' � � � �� a �' ��45�t � �� . , ��Q� �. � �,�` . ,. 1 � � . �� i � ,. � . . _...._.� .. _ _..l .. � . -p . . �.�.; _ ,� _ ._ . , . � , . . . _ . _ . __� . _ _ �._ . , _ r I- .,. � � 0 ATi'ACi�pf1@tTtC PaQ� 1 a�f 4 ciiy of Fflrtwocttr Minority and. Womesr Busines� E�rterprise ••� :11■ �� •: 1 � � v U �i. ,� , �. �� . 1 . � �' � y � ,- � r `._ � �. t 7 `, � � � �' � � P�me company Na� Bid Dats= l� t� bidder's mathoct:. o� cotnpi�a�tc� vv� th�- WLVYBE �oal� i� ba�ed: upa�r de�a�stratia� o� �'�goodfaitt�sffo�`,, th� bidd+scwil� hsva� tf� but+dett. of' .... „.� Jy and a....:....�- pt+epacin�_ and �i��, � docsu�tent�tiio�. caqui�+e� by� t�t�- CitY_ �� '� �� beio�;� shai� sa�iy- th� tsoo� Eaitlt; Effort ��absent p�+oo� o�frattd;;. - . oc. i�en�%na[.: �xbr��. � tfiebidder� , � PMfi�ll�tpCb'sOd'NPOf�iY1�00�idjpQa11d�0li�l�lCl�Ot'�{ptl�NdjC�illriDbllspd6t . ��`+��1��l0�1f�d�d�aYI�YBEO�f10�F� ��uiiidd�f�1�O�'t�1�,; . ; _ • ~�`- _ _ .. - �� r��,d�i�� D�Oifi�/f��lS' � . - 6 A �` � , . .. � . . , . � , � � . . . - . �.;'. { K 1 � h � 1 �'. _. py 4 . v .. „ `°'�' .-. .i , � .rf .., 4�_i.*� . .. _ .. , - � S �_�� sr :t <� , s '' _ _ .. - . ..... _ � �� .� . ... . :, . _ , , � t � �y ;: � � `� � -" :.. �, -"" : x � � %i` a Y - ro A„^r� �'��„.• -.� ca K �r , .,� �"t� � q S,pr e i' �" , �. _ , . . . - . �.> .Yx 3 ,w�°F'.. _,. . . } �a. . , .,_� , r�n 3 :,' : ck �.a�• -_.� � �� A� �` h� k � �� v s' ; �� p `;� �,�� m'� � �:,` � ,� '��, �.T� � � �+ _ . - . . .. 5 .. � " . ,. ' . _ . " . n,. ,' . ,. .. � � , . .. .. . . � �� ` . ' ' . .��i # _ � , ii% l"� y , ek f �_ _:: �;: .-= ,w, �' .3 � � �_ �" . , �: � "' _. > .. ` -' .. _ - <_._. _ .-�. . , , $ �u ;ti '+.f;.. _ r _ . � - ' . P�� Pt+ojectNumbec- � a �� , ,� :� ATTAqiARENT 1C C�ood Faittt Etfat Page 2 of 4 �� Y'�� =aa�ntltstot �IIWHEiiims feo�at the Cffiy's WN19E Otffos? 7'iu Qst ts � in ooaq�iiae� !f itis Isss thatt 2a�o�dhs ofd it+oRt tU� da6s of bid opaiing.. Y�r No� � L�J Y� � ' �AIBECernmRlf� �`,C��.,y.r,M,�q��h.,a,r, NO� t�l1E(N�MIYIlB�satPrs-Bidj: � �z _ _ _ x ; � -- . � �`�r , , �.}.; �d YOfLiOBC�bi�$OfR NIY�BE�N� tiM iY�00�C�pQ add�q' i{1�{9C �.. pe�ot�tl�[ Qib� '�baqs by t�a�lT`' _.. ' - _.,Y.� ' (Ey�att�d� W WBE maH � �d � copY oE (Wecmait�d� .�'�a� . � -- , _ 6.j� Did �sdiettbidstean WWBEBnas,wbtl�S Ur saboo�hacttng aadtor suppli�ae+eat. �, � �*..��b.�by ti.�.t _ — _ __ . _ - -- . - Y� � _ _ _ - --_ . _ . _ �aiEoEPr+��Bid— !- 1 . Na. _[�Il � i�-� �scft�dtU�d. bx• Ctty). � �Y��9��f�MIWBEs�iRattandanotatlh�P�id�?� ..� ,i ; i.i � - � r� � =- . , � -_ Y .- � . f �! _ � _.Vit _�:: _ Da�ec�L�6p / / firis. a�el� lfst� ine�ud� �af YlYYBEtteai. �� ehene nuin6er��pf � . 0 6.} �dyOQ�06C�bWt�10f111111AIBE�,1A1�1�IttiMiflb�O�ii�tip�fld�O�il��tf�t� �I�i01�1� �ibd �*- --�ell! 6asi� � idY�i� �Il �OCi� lN1Af�s`� y - - � � .. _. - - . . �_a . � �._ �_ . .�, �. . . _ .. , „ �� _ � � "�` `� �y�imCfi 00�(i� afidM�[��100�1��1t di�(i�.. ' '� � �NQ s-y ,� �. �::; ,-� r 3 t $;� ,�� 4 .�Y , � � _ • c �. � �. � �, �.� . �'"Oa � 14e1s1y Ba�s" fs coaside�+sd isa day� peioctD bid � � � _ _ _ �, . � . � - � � _ u , , � , , m .,. � � �s �-� � ° - � ,�� -- -- - --� . _ _._ -- --- _ _.__ .._ . ._ _ . __--- ,_.----_ _--_ _.__ _ _...__ __ __ _ _ _ , .TliT�o _ _ _ _ - �, . tiaw . ' . . ; ., x � ,. . _ %'. '. '�`:.-. }5`:a.:sa, `� .. \..,... .e. �� - .. r . . : � . . . . . .. . . . Y : .p •- _. ..� . ' r3::� .. :... � �. ... ,. � ' r ..� K,r .. .. . . .. . .. �. .- ,. ,� . ..� � • . . _. .,,, .. , . -, � . „ _ . . _ •.., i... . , n . � � : . -'. _ � � �k , ... . � . .��f4 . �. � '. '� . , . , ' . � . _ .. . �: Oid.y�asa�6�tth�Pt+s-Bid �os sctt�d�d bYtlr GtijR° . 0 � ATTACtiMEl�tt �� c'soa�d Faith E�� - �Aa 3 vt4 n r-! � Y'� P�d� P�s and sp�elB�stions yo pobatlal YIWBEs acfn�o�on�� focatlon ofpiat:s and sp�fiqtiotts in o�derbo asslSttiu AUWBE�. - Y� . � � � • ' - L, - - 8.� tft�AlWBEbld�w�retecehredandteJe�ted,,yoa�n�est(1�iiatthe•lWW6�iimesat�dtltetsacc�t(si C� ��(L�. qva6�'catlo+� qa�cr' oot �a6t�, sbc.) and (2I atbch : docaata�tion bo w�� b� teiephor�e calts, �9� e�.j Please us� addiil,a�ai si�aet� if nec�sscy, aad a�e�... - �' Coa�paay Addrs�.� Ts�sQhats Co� Scoptof SPecifY R� for � N�' Pe�r Work NBEW9E 1Zejection L.. � n: — _. � . , . . _ A. � _ , _ . s :. r � _ . _ _ L ¢±�� ;, � t� , �.3 - " . -: � . „ . _ . _, .� •�„ . .. �-. ' _ : . . � .. �. '"�.�i .`'�.s.ta. . _... .. .. . . .. . ! . � . : � _ _ ' . - � y . ' . ,�- :-: FY .:.':� „ _�� .,�,r � _' F . - ' ° ��`—��' •"-.� ' . , , .. . ..... _ � , .v ,, .... : - , n �. ..: <_ . , � - .. . _ � _ � , .. �, . -� . '. . ' �' � . . - ' ' . . . . � .,;r :o.� �^i.. „ �a. - r . '� . " � -. .. + ;., �: .,. .:."^ ,�,� �,-,� ;'.: . . ' '. . � . �� . l: -' _ : - . _. _ .. .. �: . .:. .. _ . . ' - . . ��g � . _ � � . - . � . . � - - . ` ._ . , _, ; - ... . - -. � � . .. . . -_ . - . .. , ' . L. .. . , ' . .. . `",��,z. " .�;'. ' .. . � � . . -. . . . . . , . . _ . . c��; �1 -_ : « L�� .�. �� . � :, � � �� ., "^: �� , = � � ��. , � ' "` '�p � �. �'.€ � � .. �� i; a ,�' � � � y; �� ' g "� �., ` b,."'�: � ',;� ..v : � a� ;� .: � " t: fz �. a�m•' z �.;. s�.�. " �,?�'r' ��.,^� s�� d`�: s �, � '`��"�'t �xa_.Y s �;, y �- „ � � ; � �,, ti..,M, . r ..'F" �,y' - s r.a:..,� 4R '� ,. ,», .,j ,Fr- �=. ��. � . � . , � , . �. `' �. ', ` .�:'. ` " � • ` " �' , . . � . .. ..�- -. .. " " ...� ,. ,_ ..,. _ ., . �." : �l� . . ' . " _ >.-. . .., s �;. _a: ,.: ',�; .': � :: . ;...'.'. � � . . .-- . . . , ._ .. . . _ . . , .,N � . � ;=k' � __ Z _ ... . _ ~ ._� ` J ___ � . .- — .. .� .� _' �_ ._ _ ... �_ _ "_ —" .. . ' . _ -� _ ...'r-. y_, a ri' �'# �9 fi '„�%+`�.. �t , ��:° .. . � " " `�' . � .. . ,. .. . ' i. - , .. " . ' . .. - .. . , . . . , . , " . "ti'sy � . . ' . � ' .. . . . • . . .. . � �. - �:. ". ` e . . . ^ k "�.. : b 1` r� �� a s � a i F" Minoriiy and Women B ui�e�,ss�. � rprise Specificaiions � 11 • ' �! r. ' 11 " 1 pl�OJ@CtiNafi[@:- Ptoject No.:: T�l,ri► � t __ , �� U � ` � _. } • �-' _ �tffieywiit compiy wifh.ff�C�iy'� �thi�6jd ia the foilawin�: mannec: [drekwsmo.c , , � a,ob�(s�j� t'! THEA�NYB��ARTICZP'ATIO[�t�VlfiC.��ETOR DCCE�:TH�STATID GOAL,. � WILL` CANIPLEfE.TffEMNV6�[[TtU2ATi�N FandC. _ � - � THEWWBEP�ARTICIE�A�TiO[�WIfiBELESS.THAN THEST/4TEiI G�qL,y{IILL - . CONPtETE G�O�FA[I�t�rve� FORIC.. _ � N�WWBEPARIiC�PIIZiON�WIC�.CO�IPtEiE GOGQ FARHc�r�l � �_,,, N�SUHCONTR/IGi'�SUE�P�O�PORTUNRIESAVAICJI�,Vh[.C. . co�wacv�:cot�.. � , q� .� ,. . '..'� �-��F � � �� , J �� Y � �_ . c°'t�t T.Mphoae N�b�ts1 - /ldde�esc � . ^ - _ , : __ a . : . ,. . _ . - � � ._ _ , ,> : _ . # - _ _ - � - :� � � �� . � _ . � _ � -� y � K ��, ��:�� . .. . , � . • Q f � - R � b, . 'f , .`� "� �. �� Mi�ii 3-x, 8£�.. ,: #3 .a�� " r °"',r`''g r�, '� 2�..". �- _�,. �°-:' .' �. '#� .# ,� x A J� s . g , ; . .. . ' _ ' a, as � �' , t" e . �. _ '_ __- _ . .._._ .-'. - .__ - . —.. _i _ _�-___ . - __ _ ..".. .:��.�...,_ _ —_ , __ .. . ... � . �� • - � . - "`� . . � - _. � " �� _ - . ,_._'> ��.: , �'�:� - " .- .. ..;�. - - � .. . . - ' . � . . . � • _. �q . - .. . ^ � . tt .. . . . � ' . � � . . . . �. S . . ' . ' . _ . -. .. _ " � .. � . - . _ . . . , _ , . - . . . .� �. ..:-. . . . . . . � .. . . ' . ;: . c . ♦ ' . . . - . . _ _ . _ . . . . - , - . . . .. � . . .... .. ,. ....t. . �. . . - # ' �a h -S.A=_""1'� � :�.k� ��,ffi :�� f . . _ . . ++,4� .. . . . . .. , t.' iM ��4 - . . • , y " ...," , . . . , . .., .. . ". . �'% . - . . . -. � ' 1 ' . ' . " . . -.. . ' � ' . . . . . . . . . - .. `- ... � , �„=:-�i 7�i�L O K _ 'k5"e � P:.'- � � g S a.`.�". � r+ h.�`i. . , 1 � s � � i. �s. . �:;- °� 4m � _ � k � . ; c 5 ' ;.�.. % c` r'' , . `9 �.. r i .. � ,..� :.g' � . � : : . .- v �e ... .�. .. , . � ..., .� . , � . , ._. � . � . . . -� .� . . .�s . �� ...... ..� ' . . " .. .. . e. ��:_.. ., . .� . . . .. _ . . ..- . � ��'. �:;.. - „ � . r , �i . ' �N� - - �AP'1l • N � . , 0 � • � i � I:�N �Nl - �N � =::_ ,� - . x - �P� �ill�P� a�4il�qt� . . . .�.� ^ , , - _ ' ..yi` a.. . . .: s, . # . . -. . �� 0,��: ,_� , �. . � - � _ . , _,, - , � e ._� : : �ii0-38MIN��:�P�+►�9��!4i��s�A�� ;^ � , �1 Dp► �t ��4�AV �4 �D `=s138M�11 �.�R �n � a1--�9�� 1 ��. -- � �. � - sj� �A =1� � __ . � �lN1 �A � � �� ._ � { _ , � ,�� 4 `� a�� :. �,� � �- e�; _ � �� =�R3��1�� , ��"I�.��I��R�M��d�.�o3�► � • ��3�P��=�� , ��9�w �r�►� . - = x. . - , ��9'��PA�o _ _. , � ,JI � - � � : ��;� - i, �� . � �►��Sdua�.�A�9 Pl�l ��'�poq:/�us� ��pus�ns�e�e c�aoaiBsas�eaapp�q�91'�l9��A1+�►��twBues�e�et�B�uO�p�4�e�� i.1 � � �A �uillsd �R �o� �tA �o �Pw�d �o�► � �°p�lpusgou �o�te�o� - � -� �-�b.0 �oan �q�«a �a.�,.�p'�d ��es-� ��.t . P _ _ __ _ _ __ - . �R��oy P� P�6�ttoJ� ��0 YOA��BMIMI�R� �� ! I�NPP� aPl�d �1d ��Ua� 0��bi�ii�� i ��lrW1�1� i f�f� -� � � �z-u��vl.�ar � � LJ . a . ., k- � � � r �. � � � � � ., � a � O a a , . 0 0 0 0 0 0 0� o Q o o�� o 0 0 0 � � .. a � Clty Of FOr� WOrth Minori'fy and Women Business Enterprise Specifications` AI IALFiMENT �A Page '1 of 2 Revised 6/2/gg MBE/WBE UTtLIZATION . . Davila Constructio� '�n�. � ?rime Company Name Water�Line replacPmPnt rnntra�t Q�RB � Project Name . o��r a� June 10,� 1��E��CFN Bid Date +�g J�� 17 P�112� 22 PW53-0�60530174830 Project Number a �CITY'S M/VYBE PROJECT GOAL: � 21 % � �MJWBE PERCENTAGE ACHIEVED: . + , . . I, � � . � � � . -. ' Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or�� g before 5:00 p.m.,. five (5) City business days after bid opening, exclusive of btd opening date, will result In the bid betng ;: � considered non=responsive to bid specifications. . : � - _ - _ , . . . : - - :: . ".'r Tf�e undersigned bidder agrees to enter into a formal agreement with the MBE andlor WBE firms`for work listed I'n .this;�:,:� �,schedute, conditloned upon execution of a contract with the City of Fort_Worth. �She wilifui.misrepresentation of. facts�is;:'= � grounds for consideration of disqualificatlon and will result in the bid betng consIdered non=responsive to specifications:`'.`... �Company Name, Contact Name, Ce�tified ; Specify�ll Contracting Specify�ll Items fo be Address, and Telephone No. Scope of Work (*) '� :Supplled (*j ��: � � -. � _ " � . , ' - . _ _ � � .' .� .OA � � -� � __ . -.. . � . -� _ ' . . ' .. . . . .. . � � .� ' . � � ' �, . _ � . _ . .__ _ : _ , .. D:_ . . - . �.. �..-.... � �.�. . .. �� - - - -: �� -- � �. . ._. I.R,,, pPrP� - . p� ,, (1 R � x 5 fl 1 RJ � � �� , F�' W�rth TX ��g� Open Cut and 'TSraal u-,�r�� - Concrete Work �-- 817-5�4-n�n4 a Nj('('',all� PTT Tii r4- ^^^�---- vui�ua� y %n �nt'i n�r (�alr� Sand, Gravel ani . nP�,r„ ,u,,,,,,,,, „y Hauling . U - � * Do1larAmount �'.-. _ . . . . -_��-�- - - E . . � . �'' • . . _� . - �� - . . .. - . . R, . .` �.. . .. _..- ;� 1st'. 111,9�42�:$X 1st 22,548:5� �� MNVBEs must be Iocated in the 9(nlne) county marketplace or currently doing business in�the marketplace at time of bid. . I I(') Specify all areas in which M/WBEs are to be utitized and/or items to be supplied:� � :� (') A comptete listing of ltems to be suppited is requtred in or'der to receive �credit toward the'M/WBE goai. : � "�� _ ��_ _ � •-. •• . - • • ("j identify Each Ter Level. .' � Tier: Means the level of subcontracting beiow the prime 000tracfo�icorisaltant, i.e., a direcf payment ��'�� . ..from the prtme contractor to a subcontractor is considered 1sf. tier�`a'payment by a subconfractor fo !ts � ' ' �supplier is considered 2nd tier. ' � ` � � � . NED BY THE MANAGING DEPARTMENT 8Y 5:00.. .m. FIVE 5 CITY BUSINESS DAYS AFTER BID . TH1S FORM MUS7 SE RECS •�CLUSNE OF TNE BID OPENING DATE � , _ OPENING, aPages 1 and 2 of Attachment 1A must be received by the Managing Department � • . . � Part B, Unit 1 a .� � ��1��: � r� E � ��, �i �� ! �r �� M ��w�E �� i �� wt �� j�i �r �w. � �. � �� . i..,, a Q� a� City of Fort Worth -�.,.�:�"� �� 1� - ' _ r_ s:: . ,;,� _� .� : ��- Minority and Women Business Enterprise Specificatioins <i,. ° - . . �,,�.. `�v'hL��.�- H MBE and WBE UTILIZATlON FORM, �_ �:.�,�.,, • � � -.:� :. �._ •�. ; _ - ; . • x�'>:,�:, .;; Company Name, Contact Name, Certified Specify�i! Contracting Specify 1�11 Items to be '+-. Qo11a . Address, and Telephone No. :Scope of Work (`) � Supplied (� � � . � , � �. . -. -� �. .. . - . . � ._ . � �., . � � . . . E M . _ � ' OA � . � - ... . . . .o m . . . . . - � � � _ �_ � .� .. . .-. . .` '� . � .. � . � �.�' • - � ' . � � . - .. - . �. � .., 2 of 2 : - :y.�': . . - �;�:; o� �� . ... . �The bidder further agrees to provide, directiy to the City upon request, complete and accurate information regarding actual work performed by ait subcontractors, including MBE(s) and/or WBE(s) arrangements submitEed with this bid. The bidder also agrees to allow an audit and/or examination of any books, records, and fites held by their company that will substantiate the actual work perFormed by the MBE(s) and/or WBE(s) on this contract, by an auihorized �officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds�for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federai, State, or Local laws concerning false statements. Any failure to compiy with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from � participating in City work for a period of time not less than one (1) year. . ALL MBE(s) and WBE(s) MUS7 BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD � � ` � . ``. Alm C. nauila - -< ut onzed Signature Printe�Signature � 0 Vice-president / � �,� . Title Contact Name and Title (i diff nt) �D3Vlla COnstriirti nn � Tnr 817-654—�94f� Company Name � Tetephone Num er{s) ��5 Pannla AsTP - 8T7-535-8034 �Address Fax Number Fort Worth Texas 76103 June 17, 1999 City/State2ip Code ` � Date � 1 � THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FNE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE Pages 1 and 2 of Attachment 1A must be received by the Managing Department Part B, Unit 1 M/WBE 1-3 u � � �■I � � � TO : BOB TERRELL City Manager Fort Worth, Texas PART B - PROPOSAL WATER LINE REPLACEMENT CONTRACT 97BB SEWER LINE REPLACEMENT CONTRACT 97BB WATER PROJECT NO. PW53-060530174830, D.O.E. NO. 1689 SAPTITARY SEWER PROJECT NO. PS58-070580174690, D.O.E. NO. 1689 Water Line Renlacements: ROTHINGTON ROAD KIRKWOOD ROAD WiLD PLUM DRIVE ECHO TRAIL EL CAMPO ROAD EL CAMPO ROAD TANGLEWOOD DRNE PELHAM ROAD (Southwest Blvd to.Trappinghan Rd) (Peidmont Rd to Clayton Rd) (Harlanwood Dr to Preston Hollow Dr) (Ranch View Rd to Cul-de-Sac) (Horne St to Faron St) (Hervie St to Camp Bowie Blvd) (Bellaire Dr to Harlanwood Dr) (Clayton Road to Camp Bowie Blvd.} aSanitary Sewer Line Renlacement: PELHAM ROAD (Clayton Road to Camp Bowie Blvd.) l�l � Pursuant the foregoing "Notice To Bidders", the undersigned Bidder, having thoroughly examined the plans, specifications and the site, understands the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and materials necessary � to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas. Upon acceptance of this proposal by the City Council, the bidder is bound to execute D a contract and furnish Performance, Payment, and Maintenance Bonds approved by the City ofFort Worth for performing and completing the said work within the time stated and for the folloWing sums, to-wit: �J L�J l!, l■' l�i L�! Furnish and install, including all appurtenant work, complete in place, the following items: Bid Proposal, Page 1 of 13 LJ � i ,: ! � � � � � �� O � � O � � � � � ' e O ITEM No. 101. WATER REHABILITATION WATER LINE REPLACEMENT CONTRACT 97BB WATER PROJECT NO. PW53-060530174830 APPROXIMATE DESCRIPTION OF ITEMS BID QUANTITY PRICE WRITTEN IN WORDS 870 12- Inch PVC Water Line, LF. D-29, inciuding removal of existing water main, D-26, sum of � � Dollars an —� � Cents per Linear Foot. 102. 20 12- Inch Ductile Iron Water Line, LF. D-29, including removal of existing water main, D-26, sum of 9 � � �� Dollars � / and -+ —G � Cents per Linear Foot. 103. 8,144 8- Inch PVC Water Line, LF. D-29, including removal of existing water main, D-23, sum of Dollars and - C � Cents per Linear Foot. 104. 50 8- Inch Ductile Iron Water Line, LF. D-29, including removal of existing water main, D-23, sum of (Placement as required by City) � � � ; - Dollars a —C� — Cents per Linear Foot. 105. 150 6- Inch PVC Water Line, LF. D-29, including removal of existing water main, D-23, sum of � � ' � C��ollars �and-- Cents per Linear Foot. Bid Proposal, Page 2 of 13 iJNIT PRICE $ ..� $—yi u.'--LqLr TOTAL PRICE $s��Zf�, � $� C�� $ � � L�� $��'"T: C,G? $.� � � i $�!s�� $�'L� $ �. �ol-% «' ITEM APPROXIMATE DESCRIPTION OF ITEMS BID No. QUANTITY PRICE WRITTEN IN WORDS 106. 2 12- Inch Gate Valve and Box, Ea. D-28, sum of � ��..��.f�� and � - Cents per Each. 107 108 109 110. 18 8- Inch Gate Valve and Box, Ea. D-28, sum of ,� ,,,�., v . <�c� llars and Cents per Each. 14 6- Inch Gate Valve and Box, Ea. D-28, sum of � � �1t�'L�-�",,c...�L'�c�c�i��.,D�. � 6�-_ and —�-�` `- Cent ' per Each. 5.0 Cast Iron Fittings, Ton D-28, sum of , ��c� -�i�-�.��%' ��,��^�� and _ c� -- 4 Cents per Ton. 12 Remove and Salvage existing Ea. Fire Hydrant, sum of ��,��'�� and � E> � C n s per Each. iJNIT TOTAL PRICE PRICE $,�� ,��' $ �:r�� $ OG. Cli g ,�� %�. ��e C� $�` ��' $ /�'/�G: �.� � � �'�.%G�' $ / � �1.�� D� � �� $�� $�r�-�; ��' I 11. 14 Standard Fire Hydrant with 3'-6" Ea. Bury Depth D-28, sum of � "�:-N.d�.��.�.., ��.�j �-�� $ % �S.��D $ 2U" , ��. o0 anc�i — o -� Cents —r per Each. 112 10 Fire Hydrant Barrel Extension, VF, sum of �� .�.�-�.,/�ollars and — � - Cents per Vertical Foot. $ iDl� �o $ /, G�� Oo Bid Proposal, Page 3 of 13 ■ � � � � O � � ls � � fl l� "! u fl � � � � O ITEM APPROXIMATE No. QUANTITY PRICE DESCRIPTION OF ITEMS BID PRICE WRITTEN IN WORDS 113. 181 1-Inch Water Service Tap to Water Ea. Main, D-25, sum of �! ,/ � G�'�lars �,�,�,r,'t"' , and G Cents per Each. 114 115 116. 117 3,860 1-Inch Copper Water Service LF. Main, D-25, sum of .�t�2� Dollars �l and — � — Cents per Linear Foot. UNIT TOTAL PRICE $ /2�..c� $ 22, �� $ l •��C� $,��'�G`G� 168 Remove and Replace Existing Water Ea. Meter and Box, Class A, D-25, sum of �� iiti Dollars $ �5. ��' $��. 0� f a�d f� Cents per Each. 13 Remove, Relocate, and Replace Existing Ea. Water Meter and Box, Class A, D-25, sum of � / L2�f Dollars $_ ��% /an�� -- Cents per Each. 2 Class "B" Meter Box, EA. sum of G'�7�� u.r��'��' • and — c� — ents per Each. 118. 2 Class "C" Meter Box, EA. sum of �,' j ,i,s�t,�.c�G%c.i��( �aL Dollars and — O -' Cents per Each. Bid Proposal, Page 4 of 13 $ /, /0.5 �' � $ �� «-`'' ��- �� $ /L%' �/C� $�D. �O ITEM APPROXIMATE No. QUANTITY 119. 2 EA. 120. 50 LF. 121 122 123 2 EA. DESCRIPTION OF ITEMS BID PRICE WRITTEN IN WORDS 2" Tap, sum of �.�/v'.•x' ��-'.u,c��?ollars and - c'> - Cents per Each. 2" Copper Water Service, sum of Dollars a -r� - Cents r L�near Foot. 1.5" Tap, sum of S +.2`� � ,� �' ; and -- c - Cen s per Each. 50 1.5" Copper Water Service, LF. sum of ,��(,�, � � Dollars an n - Cents per Linear Foot. 200 3/4" Copper Water Service, LF. sum of ; �..cc�-�� -� Dollars an� —C) - Cents per Linear Foot. UNIT TOTAL PRICE PRICE $��Cxj $ �•c��":�� $�G'Cc� $2�.c� $�0 $��f�G'G $ 2�.a� $�c�%�� $ 2� c� $��. Gz 124. 2 Bullhead Water Service Tap, EA. sum of � llars and �-U ents per Each. 125. ��r.� $�� 200 Replace and Relocate 3/4" Copper Service LF. (Customer Side by Lic. Plumber), sum of I ' c�� Dollars $��DC� $!��'� (i�'� a�d — c�'i - Cents per Linear Foot. Bid Proposal, Page 5 of 13 ITEM APPROXIIVIATE DESCRIPTION OF ITEMS BID UNIT TOTAL No. QUANTITY PRICE WRITTEN IN WORDS PRICE PRICE 126. 1 Provide and Lay 2" Temporary Main and LS. Fittings for Temporary Service connections, Complete Installation and Removal, D-37, sum of x2�-t��c...,�-��d)diac�w��`I �' ! $ /�2': C� $ /�j��a o0 and — o - Cents per Lump Sum. 127 128. 129 130. 131 1 Adjust Manhole Rims, EA. Complete in Place, sum of �'ti� (t u.✓d �� r`'r'—�'�' ' Dollars and i✓� Cents per Each. 1 Adjust Valve Box to Grade, EA. Complete in Place, sum o�' _ / ��y ��,� �� Dollars and �/� Cents per Each. 13,480 2" Temporary Asphalt Repau, D-53, LF. Figure A. Case 3, sum of �' Dollars , and.�� ,,tEents per L' ea oot. 25 Permanent Asphalt Repair, Section D, LF. Figure 4, sum of Z��C9'� G�.� Dollars and %`'�� " Cents per Linear Foot. 50 Trench Safety System for Trenches LF. Exceeding 5' in Depth, (As directed By Engineer) D-21, sum of .__L �%�� Dollars and —/; -- Cents per Linear Foot. g 3Sv, v v $ 3,50. o 0 $�ov.ov $ 3oO.00 $ ;;� $ � � �3;��i' �'i�> $�c� $�2:"Dv $ /� Ol� �.� � Bi�l Proposal, Page 6 of 13 ITEM No. 132. 133. 134. 135 136 137 138 APPROXIMATE QUANTITY 40 CY. 40 CY. 200 SF. 200 SF. 700 LF. 50 CY. DESCRIPTION OF ITEMS BID PRICE WRITTEN IN WORDS Class "B" (2500 psi) Concrete for Miscellaneous Placement, sum of �G(,+��titt- Dollars and � �`� - Cents per Cubic Yard. Class "C" (1500 psi) Concrete for Miscellaneous Placement, sum of , Dollars and ��-- Cents per Cubic Yard. Remove & Replace Concrete Sidewalk & Lead Walk, as directed by Engineer, D-14, sum of IJLc.k' Dpllars nd �' per Square F . Remove & Replace Concrete Driveway as directed by Engineer, sum of L Dollars and — ; ; �• Cents per Square Foot. Remove & Replace Concrete Curb & Gutter as directed by Engineer, for the sum of �,cc,�, � 2'-eri. Dollars a��xh�� Cents per r oot Ballast Stone for Miscellaneous Placement, sum of �iY[�� Dollars and — fJ -- Cents per Cubic Yard. UNIT TOTAL PRICE PRICE $�.� $ ~� C��, $�) $�:Z.1� $ , d�� $ �`,'. GC' $/,/��,�o $� �C�'G�' $u�L-�1ri $1� �', G�D $ i�: �r $��:�� 50 Crushed Limestone for Miscellaneous CY. Placement, sum of , , ' �, Dollars $ ��L�% �,��-' and —� � Cents per Cubic Yard. Water Rehabilitation Subtotal � ,`> 3 �. � % �. (�O Bitl Proposal, Page 7 of 13 i � � � � Li � � � � � � � �f a SANITARY SEWER REHABILITATION SEWER LINE REPLACEMENT CONTRACT 97BB SANITARY SEWER PROJECT NO. PS58-070580174690 ITEM APPROXIlVIATE No. QUANTITY 201. 1057 LF 202. 100 LF. DESCRIPTION OF ITEMS BID PRICE WRITTEN IN WORDS 8" PVC San. Sewer (SDR-35) by Open Cut (all depths) Complete & in place, sum of �/ ��{U Dollars �' and/ -� • - Cents per Linear Foot. 6" SDR-26 w/ 2 Sacks of Cement Stabilized Sand for Sanitary Sewer, (Water Line Crossings) sum of �-i�' Dollars �a , - � ' Cents per Linear Foot. 203. 2 Remove existing Sanitary Sewer EA. Manhole, sum of -�� a�� 2�=��f��e: and - o - e ts per Each. 204. 4 Std. 4'-0" dia. Sanitary EA. Sewer Manhole, sum of � �� u; ��-��-�t-� Ge�i+��'.190 �' �� ' Cents per Each. 205. 5 Extra Depth 4'-0" dia. Sanitary VF. Sewer Manhole, sum of I �� %��'Dollars and - � '" Cents per Vertical Foot. 206. 19 4" San. Sewer Service Taps, EA. D-24, sum of ��"��k,tt( +Q�iJLzaJfG, r��iNb�ars and � �^ � �� Cents per Each Bid Proposal, Page 8 of 13 LJNIT TOTAL PRICE PRICE $ 5��, � $��22 .. � g � G�." $ �c, ��. � $�on $ 7�� o �/, �JG �' $�„Z �a>,on $ '�!;'�''' �;�.� $ 2 7� .%�� ?2�".� �a 11�M AYYKUXIMA'1'L llLSC:KIY"1'lUN UN' 1'1'L+'M5131ll No. QUANTITY PRICE WRITTEN IN WORDS 207. 570 4" San. Sewer Service Line LF. Complete & in place, D-24, sum of ,-��C.cu<=� j .L�%.�I % Dollars � and -�� - Cents per Linear Foot. 208. 209 210 211 212. 213 4 Vacuum Test Manhole, EA. sum of � �F��;,�t'�" Dollars and � - Cents per Each. 4 Clean & TV the existing Sanitary Sewer, Ea. (Water Line Crossings) As directed by Engineer, D-64, sum of , . 22.2.CLL' ti ��ars and - � nts per Each. 1057 Post TV San. Sewer Line, LF. sum of /idL-� Dollars and � � u�'�ents per Linear ot. 1345 Temporary Pvmt. Repau, LF. D-53, Per Figure "B", Case 3, sum of /,i�/ �ollars d,��; b� KC�e'nts per Linear F t. 700 Trench Safety for depths over LF. 5'-0", sum of �L(� Dollars and � G ' Cents per Linear Foot. 50 Class "B" (2500 psi) Concrete for CY. Miscellaneous Placement, sum of -��.i.�.��, Dollars and �- � - Cents per Cubic Yard. Bid Proposal, Page 9 of 13 UNl'1' '1'U'1'AL PRICE PRICE ��2. cr�� $��'. D�' $ /�D � $ �,��G'G $ -�37� ��!' $/�� ' $ ��✓ $�_T✓ �� / � $1� - x->' 15 $��3� �S� $ ��=' $� �-� $ 2.�� $ � � D% ITEM No. 214. 215 216. 217 218. 219 APPROXIMATE QUANTITY 50 CY. DESCRIPTION OF ITEMS BID PRICE WRITTEN IN WORDS Class "C" (1500 psi) Concrete for Miscellaneous Placement, sum of ` ' Dollars and - � Cents per Cubic Yard. iTNIT TOTAL PRICE PRICE $��D �/, G�OO.aO 50 Remove & Replace Concrete Sidewalk & SF. Lead Walk, as directed by Engineer, D-14, sum of �,{, � � Dollars $ �Z% a � -� Cents per Square Foot. $-�� '�i�i 50 Remove & Replace Concrete Driveway SF. as directed by Engineer, sum of �,.�L� �l�� Dollars $ 5 D� $/, /-�J Qd an �'—t7 �- Cents p r Square Foot. ` - 100 Remove & Replace Concrete Curb & Gutter LF. as directed by Engineer, for the sum of ��r " _ `{Z�. � �Dollars �1�� $_�T_ _ .� c ancj/ � Cents per ar oot 50 Ballast Stone for Miscellaneous CY. Placement, sum of ��_��1 Dollars and � f Cents per Cubic Yard. $ ��. �i� $ � � � �� 50 Crushed Limestone for Miscellaneous CY. Placement, sum of .�-- �� Dollars $ �� i�i�� Lri' �. �./' and Cents per Cubic Yard. Sanitary Sewer Rehabilitation Subtotal ,`� � t �J Bid Proposal, Page 10 of 13 � /O/, 2�,Z . f>D LJ � � a � � � � � � � U � � � � a 0 . .. WATER LINE REPLACEMENT CONTRACT 97BB SEWER LINE REPLACEMENT CONTRACT 97BB WATER PROJECT NO. PW53-060530174830, D.O.E. NO. 1689 SAIVITARY SEWER PROJECT NO. PS58-070580174690, D.O.E. NO. 1689 ioo. Zoo. Water Rehabilitation Subtotal Sanitary Sewer Rehabilitation Subtotal � ��, �29.�0 $ �o� z �z.o� Project Total $ ��8, 22/,OD � Bid Proposal, Page I1 of 13 � � t ' � � I ' � � � � � � � a 0 0 � a ,.. WATER LINE REPLACEMENT CONTRACT 97BB SEWER LINE REPLACEMENT CONTRACT 97BB WATER PROJECT NO. PW53-060530174830, D.O.E. NO. 1689 SAIVITARY SEWER PROJECT NO. PS58-070580174690, D.O.E. NO. 1689 100. aoo. Water Rehabilitation Subtotal Sanitary Sewer Rehabilitation Subtotal � ��, 929.�0 $ �o� 2�t�.o� Project Total a Bid Proposal, Page 11 of 13 $ �.o��, 22/,� ?ART � - G��E�AL TABLE OF C�N'^�NTS NOVEMBER, :, _987 �. r. L _. r-�� L r� � C� -1 C'-1.I C'_-i.2 C1-i.3 C1-1.4 C1-? .5 C1-1.6 C1-1.7 C�-1.8 C1-1.9 Cl-:.10 C1-i . ll C?-1.12 C1-1.13 C1-1.14 C1-?.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 Cl-I.. 21 C1-1.22 CI-1.23 Cl-1.24 C1-I.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 Ci-1.31 C1-i.32 '^ABLE OF CONTENTS DEFINITIQN� Definition of '"erms C�nt;�ct ^acuments Notic� to �idders P'_'vD0$dl. Bidder General Cc.^.di �:ons Scecial C�aditions Soecifl.C3L:Ori8 Bcna Contract P'_ans C_ty C�ty �ounc�l Mayor - C'_ty Manager C� �y Attor-:ey Director az Public Works Director, C�ty Water De�artment Engineer Contractor Sureties The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved St��ets and Alleys City Streets Roadway Gravel Street r C2-2 INTERPRETA'^ION AND PREPARATION OF PROPOSAL � C2-2.1 Proposal Fcrm . C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents - and Site C2-2.4 Submitting of Propos.�l C2-2.5 Rejection of ProQosals L. C2-2.6 �id Securi�y f �' (1) L� �.�`�DITIONS �_-i .._- � .._-i :._-1 .._-i ::�.-i �__i �_-� .._-1 �_-1 ,�__i C' -I C=-1 C�-1 C'_ -1 C'_-I �.=-1 C=-1 C�-I C' - I C'_-1 C'_-1 C�.-1 C�-1 C1-1 C�-1 C' -1 C�.-1 C1-1 C'_-I C1-1 (1) (1) �L% (�) ��} �L� �L� ;2} ;2? (�) (3) ;3) (3) ;3) (3) (3) (4) (4) (4) (4) t4) (4) (4) (4) (4) (5) (6) (6) (6) (6) (6) (6) CZ-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) � �2- " ; Delivery �= Proposal C2-2.8 Withdrawi�c P�oposais C2-2.9 Telegrapn:� Modification o� Pr000sai� C2-2.i0 Public Ope_^.�ng of ?ropo�al C2-2.11 Irregular �=000sals CZ-2.12 Disaualif�c3Lion oL Bicders C3-_ C3-�.1 C3-�.2 C3-�.3 C3-�.4 C?�.:•J C3-�.6 C3-_.7 C3-�.8 C3-�.9 C3-�.10 C3-3.11 C3-�.12 C3-3.13 C3-3.14 C3-�.15 �WARD aND =XECJTION OF �OC:;�lENTS Ccr.siderat_on of Proposals Minori�y 3��siness Enterpise Women-Ownec Business Er.tarprise comolianc� �cual EmDi�vment ?rovisions Wi�hdrawa= �_ �roposals �ward or ��Lr�ct ��tlril or �rcccsal Sec��tie= Bcnds :xecstion .. � ConL� ac � �ailure t� �xecste Conc�ac� BeQinninc ��ork 2nsurance Contractor's Cblications Weekly Pay=oil Contractor's Contract Adminis`rat�on Venue C4-� SCOPE OF WCRK C4-4.1 Intent or �ont�act Documents C4-4.2 Soecial Pr�visions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Wor:c C4-4.6 Schedule c� Operations - C4-4.7 Progress Sc:�edules for Water and Sewer Plant Facilities CS-� CONTROL OF WORK AND MATERIr3LS CS-5.1 Authority or Engineer C5-� . 2 Conformit�� wit?� Plans CS-5.3 Coordination of Contract Documents CS-5.4 Cooperatian or Contractor CS-5.5 Emergency and/or Rectification Work CS-5.6 Field Office CS-7.7 Construction Stakes C5-�.8 Authority and Duties oi Inspectors CS-5.9 Inspection CS-5.10 Removal o� De�ective and Unauthorized CS-5.11 Substitute Materials or Equipment CS-5.12 Samples and Tzsts of Materials CS-5.13 Storage oz Materials CS-5.14 Existing ��ructures and Utilities CS-5.i5 �nterrupt'on of Servic� CS-5.16 Mutual Responsibility of Contractors CS-5.17 Cleanup CS-5.18 Final Inspec�ion C�-2 i4) C�-� (4) �2-2 ;4) C�-2 (4) C2-2 ;4) � C.. _ lJ) C�-3 tl? C�-� C3-3 ��-3 ��-3 L ... � � C3-3 ;.�-3 C.:-3 C�-3 C3-3 C=-3 C3-3 C3-3 C3-3 ;1) (I) ;2? �L� \ �. 1 ;2) (4) i4) (4) (4) ;7) (7) C7) t8) C�-4 ;1) C�-4 (1) CY-4 (1) C4-4 (2) C4-4 (2) C�-4 (3) C�-4 (4) CS-5 CS-5 C5-5 CS-� CS-5 C5-5 C5-5 CS-� CS-5 Work CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-� CS-5 CS-5 (1) (1) (2) �2} (3) (3) (3) (4) (5) (5) (5) t6) (6) (7) (7) (8) (S) (9) (2) C6-6 C6-5.1 C5-o.2 C5-o'.3 C6-�.4 cs-�.s C6-�.5 , Co-o".7 C5-�.8 C�-v'.9 Co-o.10 ' C'o-�.11 ., C5-�.12 r� Cb-o.13 Cb-o".14 , C5-v'.15 C5-5.16 L.� C6-6.17 �! C5-5.18 _ C5-o.19 C5-5.20 • C5-o'.21 l_. r� , �.. r� � � � �� C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-i.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 CS-8.1 CS-$.2 LiGaL RELAT_ONS AND PUBL�C �ESPONSZBILITY Laws to be �bserved Per:�its anc Licenses Pat�nted De�.rices , �later:�ls and Processes Sanitary Pr�visions Pubiic Safz�y and Conven'_e.^.ce P:�viieges oi Contractor i:: Streecs, All�ys, anc Riant-of-Way Rai?way Crossings Bar�icades, Warnings ar.c �va��Zmen Use o= Explosives, Droo :vei�at, etc. wor � �1i+�hin Easement= Indegendent Ccntrac�or Ccn�rGc�or's Res�onsi�i:_-_ =or Damacre Cyai:�s Cor.t�ac�or's C'_aim �or ��r��aces Ad��1st:;lent oL Reiocat�er. oi ?ubl ic i,T�`.'_:.1�1A5� ?LC. Te*n�orary �ewer Drain Ccr.nec �ions Ar�angement anc C:�arges �� :vatar Furnished bv C�ty Use of a Se�tion of Por��on or the Wcrk Contractor's Responsibi�:`v =or Work No �Iaiver a� Legal Rign�.� Personai Liability ct Pu:.lic Of;:icials State Sales Tax PROSEC'JTION AND PROGRESS Subletting Assignment of Contract Prosecution or the Work Limitations of Operations Character of Workman ana �auipment work Schedule Time of Commenc��ent anc Comoletion Extension or time af Camolet�on Delays Time of Comoletion Susnension by Court Order Te*nporary Suspension Ter:nination of Contract due �o National Emergency Suspension of Abandonment ui the Work and Annulment of Contract Fulf illment of Contract Termination for Convenie�ce of the Onwer Safety Methods and Pract�ces MEASUREMEI�TT AND PAYMENT Measurement of Quantities Gnit Prices (3) C'o-6 C5-o C5-v' C5-5 C'o-o ��, � � !�; (_) (�) !�; ' �) C'o-o ;_ C�-5 ��) C�-b ;�) C�-� i�i C5-o' (6) CS-o .8) C'o-o i8) �0-'J ; _l� i �'o-o ._0) Co-5 ;i0) C'o-o �j-fl Co-b C5-5 C5-o C6-6 tii) ;? � } (?1) ('_2) ._2; ti�) �',-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 ('•_) (' ) (1) (2) (2) (3) (j) (4) (�) (5) (6) (6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 ( ? 0 ) C7-7 (13) C8-8 (1) CS-8 (i) ^ �+ � r• �-�i-. ^�, ,� �� _ _ _ _ _ _ _ _ _ _ �� 1 `V r•) ��7 rl tl' •J' u1 U1 ltl �r� Ri <T) (Ti tti Cl? CT1 r[/ 11D (I1 �fl �� I I 1 1 I I mcommmmr�chr�mc� t.l U t.) U U U U C► c) C) c_) ,-i �d .,� � �� V, dl �V � r., ro ,.� :�: �d w � O N a � � � C � ro � a� r, � v� v � �U � �� iT :�1 ri f1) C LJ �� (J •�1 11 .y, f�i �1 N n1 N c. u) c; t� r ��abu�bov�ai �•� +��o�� b,� a� o, n� ro o:� a,�n[a��w�:�vU ��N �'t1 U rd � C7 � C p �n � rt1 p/� !1, ti rd R1 [] � �-I •.-1 ,.-I 41 '.-1 .0 �-1 .-1 U td 'U .-1 'L1 I], O, i-� .r rt1 1, �.-/ 4J l-, �o�,,.�roro�a�v�uo .y U m•.-� .,[, ,� .b r, .n �n U � ] U] (L ;� �ra [V /I,' U ,.1 rl � Uv�iw' rt �P tfl lD f� �•-1 N r) , � � o0 0� .-� .-I �-1 .- i mmmrocnmmm�nmm 1 i I I 1 I I I I I I mcnm000000moocx�cnch U U U U U U V U V U U _ _ �� w � � v� � L' r r SECTION C'_-: �EFINITIONS � C1-1 . 1 DEFT�II'I'IONS OF TERMS : TAhenevzr :n these Cont_-ac� Documents Lr.e iollowing �er�ns or ?ronouns :n _�ace or �he:n are � used, the �ntent and meanilg sha'_i oe unde�st�od and �, interpre�ed 3s �oilows: C? -_.2 CONT�AC'" DOC'�MENTS. The ;.or.t�ac� Doc•�:nents ara �__ o= �' the written aad drawn documezt=, suc�: as speciLicat_ons, bonds, adcenda, pians, etc., wi�ich ceve=� the terms and perzormanc� �F the cont�act. �hese ar� contained ir. �:�e ° General Cont� ac � Docsments and t!�e Soec iai Con �_ ac � Docume.^.ts . �ART C - GL�IERAL CONDI"'ICNS C? -i DE�'IN�`:'i0[�IS a. GcNERAL CONTRACT DOC:JME�ITS: '^he Ganeral Cont�ac� �ocuments govern alI Water Depart�e:�t Projec�s anc include the foilowincr itzms: PART A- NOTICy TO BIDDERS (�amDle) P?�RT B - PROPOSAL (SamDle) PART C - GENERAL CONDITIONS (CITv) ( Devel.oper ; ?ART G - SPECIAL CONDITIO[JS PART L - SPECIFICATIONS � PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT tSample) (Sample) �� n ► � White White Canary Yeilow Brown Gre�n E1-white E2-Golden Rod �2A-white Blue White White b. S2ECIAL CONTRACT DOCQMENTS: The Soecial Contract Documents are prepared for eac:� specif ic pro j ec � as a supplement to the General Contract Documents and inclucie the following items: PART R- NOTICE TO BIDDERS (Adver�isement) Same as above PART B - PROPOSAL (Bid) P?�RT C - Gc�NERAL CONDITIONS P�RT D - SPECIAL CONDITIONS PART E - SPECIFICATIONS P�RMITS/EASEMENTS PART F - BONDS P�RT G - CONTRACT PART H - PLANS (Usually bound Cl-1 (1) separately) l�l � �C1-1 . 3 NOT_C� TO BIDD�RS • a11 cr the � aca' � ubi'_ca-: eitzer actual�•� ounlis�`d in pubi� �- --ons c adver��s��g :;�ed�ur.:s � �urr.ished c_rzc�. to in�.�rested �ar�=es �er�ai^i-c �� ;-;e .,�o_ conte:nplatec urder the :.ontrac� Doc:�;nents corst��s�os t�� not�c� �o bi�ders. C=-?.4 PROPOSA:�: The cc�oleted ar;t��n and sicnec "=�� tznder ot a�idcer to per�or�� the wcr�c whi�n f o ry ;" to have done =� } '� Owne_ e�:��s , _.,get:�er :�i�h the bid securit-i, ccns��1tz� �r� Proposal, wc:ic:: becomes �indi:,g upon the Biaci�_ � o=f icially -�� +��e� i � ±� `a� - ved by t^a Dwner, ;�as �een pu�ii�'_y cce�ec ana ci and not =e�=c�ed by =�e Owner. C'-i.5 BIDD_R: - � � t'�[1V Dc''i"SOfl, oersans � � 1�=,i, �c3r�^e'"S :; company� 3SSCC1 :��pn� COr�Or3t10A, nC�:pq :ir��_V r `�'2 a dul autyc�ized r� - °` "�=v'�'�� Y przsentative, submit�inc a �rcoos�_ =�1 performing ti:� work conte:n�lated under the �ont_ac _ Dcc•.:me:-: �;�j constitutes a bidder. C1-1.6 GENER�L CONDITIONS: The General C�nd��'_on� �r` _;�� usual constr�,:c�icn and cont�act requir�ments wnica ccver� �::e performance of �he wor'{ so that it will 'oe csr=iec or. _n accordance wi�:� �:�e csstomary procedure, the '_oc�I s�ats-�s and requireaen�s of the City or ^crt Wort�'s cnar�zr�an� promulgated oi di:.ances . Wherever there may be a conflict between �'�e Gene=a� Conditions and Soecial Conditions, the lat�`r shail take precedence and shall govern. '� C1-1.7 SPECTAL CONDITICNS: Spec?al conditicns ar� �;�� specific requirements whic:� are necessary for the particu?ar project covered �y the Contract Documents and not speciric�?1v� covered in the Ge�eral ConQitions. When consi3er'?d wi" `�� General Conditions and other ele�nents of tne Contrac� Documents they provide the information which the Contrac�or anci Owner should have in order to gain a thorough tnowl�dge ot�� the project. C1-1.8 SPECI=ICA'�'IONS: The Specifications is t;;a� se��ionLo� part of the Ccntract Dacuments which sets forth i^ detail _�a requir ements which must be met by all materials, const�uction, workmanship, equioment and services in order to render a'�" comoleted anc useful project. Whenever reference is made to� standard speci�ications, regulations, requirements, statutzs, etc., such re�erred to documents shall become a oart of the Contract Documents just as though they were embodie3 therein. � C 1- 1.9 BOND: The bond or bonds are the written guarantee or security furn�shed by the Contractor for the �romot and� i C1-1 (2) R � � n S�C'�'=0N C - GE.7ERAL C�NDI':'=GNS ��-2 �:ITERPRET�TION �ND =�cEPARATION OF ?ROPOS�L SEC'"ION C2-2 INT�RP'_?�TA'_^TON �ND =K�PP�;AT_TCN OF PROP�Sr� C2-2.1 PRCPOSAL FCRM: '"he Owr.�r will `_urnish biccers :�i�: pronosal form, whicz wili cont�:n an itemized i_s� o= �';e • it��ns oL wor:c to be �one or :nat�r:a�s �o be =��rnisne� anc ��non �JCll:.:l '^v1C1 �i�C�S dr2 �c''GL'Z5�8�. _`:7A ?roposai =orm °r7Z� _ 5�.3�� the Bicder's gene=al snderstand;ag oi t:ze pro:ec� _� be com:,let�d, provide � space �or = sr:.'_sninc `:e amou�t c= :,ic � - . _ sec�srity, and sta�= =ze basi� rcr �nt�r�^c �nto a=�a:�a_ � con�ract. The Owner wi11 `ur:::�n �orms �or �:�e 3id�e�'s "Ex�erience RecorC, " "�QL11.DItle� � jC21eC111iE.' � " and "='�P.a�Cldl �i Stacement,° ai1 of w�,ic:: must be �rc�erly �xecuted and :_:zd wit:� the Director o= the C:tv Wa_er �e�ar�:nent one ;�eek �r:er to �he nour for o�e::iaQ of bids. '"he rir.ancial stat�ment reQuired szall nave �een or��arsd bv an =ndependent certi�ied public accountant or an incependent . public accountan� hoidina a valid per:ni� issued ::v an aporopriate state l�ceasing agency, and shall have been so � �re�ared as to ref�ect the cur_�nt financial status. ^'his statement must be curren� and not �or� than one (1) year oid. �� In �he case that a nidding date fa11s within the ��me a new statement is being prepared, the �revious statement sha�I be updated by oroper verification. LiQuid assets in the a:nount - of ten (10$) oercent oi the est:mated project cost wi_? be reQuired. For an experience record to be considered to be acc�otabl� fer � a given project, it must reilect the experience ot �he `irm ► see:cing qualification in work of both the same natur� and magnitude as that of t:�e projec� for which bids are to be r� received, and such experience must have been on pro;ects completec3 not more `han five (5) years prior to the da`e on which are to be received. The Director of the �7ater . department shall be sole judge as to the acceptability of experience for qual:fication to bid on any Fort '�Jorth �Iater Department project. � The prospective bidder shall scnedule the equipment he has , available for the project and s�at� that he wi11 rent suc:� adQitibna� equipment as may be required to complet� the �� pro;ect on which he submits a bid. ►� �� C2-2.2 ZNTERPRETATION OF QUANTITIES: The quantities oz work and materiais to be �urnished as ..ay be listed in the pr000sal CZ-2(1? � a _ �, �=�n ider�cv�G'ap°ar�- o� �;�:e �c..c�ac� ucc�-e�� «___` _ ., D'"OX_.i1cL? p ;�� _ ,., � O11� DOSG� C� C:.R1Ddri:1Q ..=QS '� - _ :.:. :J1 � ''_ �� Sc.^� �.^.` {` :.il d '1Tli��r_':1 OdS1S, .;VC1�^� ;ri ? T made tc� t�= :^o;;tractor��or onl_Y� � - --,�- ` _ �:1r� =_c �•.:al c�� r - �es pe `or:ne-.� :r �acer�al� F,�;�-;i�hed �� _ ua_._i� �_ �ac� C;,ntract Dcc1�eZ�s an.; � • -- "�ct �cc�= �anc= .�_ _;� - r� P_�ns. T;�� qsantit�es �� wor'< � �� , oe_ decrease � r:�� ``'at�ria'_s` c� be �sr:�isheci �a�, �� _�y+�y�`�;� _ = ne e na:. �� proviczd • ` � 1P.V311G�at_ +- • � WitZCI�� ifl 3::,' ��_. �he Contrac_��ocuments, �r"c`s bid e� �ny other _=_�s;�„��^t�- ., � �J E��r � •�-2 . 3 '� �(T�H_ i0U OF CG�I'?'^ ^' � ers ar� ;; �L �AC_ GC::�SE:7TS AND �_,� � 3idd �_sed �ha� �:;e Cont� ac- �r -=CJEP,� �::e Owner ,a� - Joc:.ime.^_`s on �i' _ .,�,[ _ ccns��. _uta aIi �� -;;- ir.ior:�a_�or. w�y� lU Owner will =ur� h Al_ ' `- � tne owner :�i? � SUDD1._7 �?L1a`cnal ::.��rmat�cn =::d ca�_ �-.�r -:. r grc:�u_�ation c= _,�q � contract cccnments sha:l ' � =�r.i� ;,e ssuec :n �!�e =o�.- o_ :ar_-��- adde�da and shall ^ecome �ar� oC ��e �ontract �ec�,::nen�� ;�-�- as �hougn s�c:� aduenda w=re ?c�uail� :�r� t�en intc �he or_cir.'V Contract Doc•.:mer. �s . ` � + � Bidders ar� r�cuired, �rior to `he = and �ecome - � „ `=1=�Q or prc�csai, -� _amiliar �it!� the �.ontract Documents, _� :�as'�v` `� site of tze �roject and yll. conditions • exami:�e careful' -� Q�� • ��_ , to �nform thems�lves bv their ow*: -; nce�e^den: research and investigations, tests, boring, and �y such cth� means as may oe necessary to gain a comolete know�edge o= ��.a� conditions wnich wiii be encountered during the constructior of the projec�. Tn�y must difficulties or , �udae zor theTselves t:'� the wor,{ anci al� aLtending c�rcumstanc� aFfecting t!�e cost of doing �he work cr the time =eQuir�c f� its complet�on, and obt,�in a11 infor.�ation re�ui=�d to ma:ca �� int�lligent pr000sal. vo information given b Y any rzoresentative of the Ownnr otnar L y`hP �Wne_ the �ontrac� Documents and efficiai�y oromulga� dtadden�� ther�to, shall be binding u�on the Owner. Sidders sha11 t'oa]3 exclu�ively a�zd solely uoon t:�eir own estima��s(, investi atiori research �� L g � ,_ sts, ex�iorations, ard other ,:a�� whicn are necessary for �ull and cemoiete infoi.�ation spo�� which the pr000sal is to be bas�d. It is mutuallv agr�ed tha�y the submission of a�roposal i5 �rima-=acie evidence that th`a bidder has made tne inv?s��at�ons� P�aminations and t�s� herein r�quir�d, Claims For addi*icna' comaens;=ion du� variations bet:�een condi�ions actually encounterec � construction and as indicated in the Contract Documents wi11 not be aliowed. � The Iogs oF Soil Borings, if an � general infor:nation only and mayynothoei�orrectP �Nei.ther th � �� C2-2;2? .! L ,� � �_, �� Owr.er nor the Enc_Ze�r guar�ntee that ��e da�a s;:cwr. •_ : ��resentat�ve of c�ndi ��ons ��rni�;� actually �:cist, r � C2-2,4 SUBMIT^_'ING ��' PqOPOSAL: T'-:e Bidae� shal'_ su�,;,_� z__ Pr000sai on tne ror.:� �uraished �v t::e Owner. �I.1 blar.t s�acss �� apolicable to the oroject cor.ta;ned in rhe `orm sha'_� :;e cor�ectly filleci _.. and �he Bicder sha11 stace t?�e �=_c�s, wr = �ten in ink ir bo `:� words an : numerals ,=or �n:c:� ze , pre�oses �o do the •acr�c contemplaL�: or fur::ishe �:�e mat�r:.a�� reauired. a11 suc:. pr_ces sha;� be writ�� ?�1.�-jly. _:, c�� oz discreDancy bet:�een the pr�� arit�en _n words �^c :,� or'_ce written in nL�erals, �he �r_c� most �cvantaceous - ' C_-.� shall govern. - r _v �..� �_ If a proposal is sLbmi _ted by �n �ndividual, nis or 7n= na:�e �� must be signed by hiz (.�er) cr h�s (zer) duly auc::or�zec aQen�. If a proposal is sabmitted �y a firm, associat�cn+, cr partnership, the n�me and addr�ss or eacn member must �e . given, and the proposal must-�e signed by a member o= tze firm, association, or Qartnersh�p, or by a oerson du�v au�?�orized. If a proDosal is submitted by a compar.y cr corporation, the cornoany or c�rporate name and bus'_ness addr�ss :nust be given, and the �roposal signed �y an of=? c•_ai � or duly authorized acent. The corporate seal must be ar�'_xec. Power of Attorney authorizinc aQents or others `o sicn �� proposal must be pro�erly certif�ed and must be in writina anc submitted with the proposal. r , C2-2,5 REJECTION OF PROPOSALS: Proposals may be rejec�ed �_ they show any alteration of words or figures, additions not called for, conditionai or uncailed for alternate bids, incomplete bids, erasures, or ir=egu?arities of any kinc, or ' contain unbalance value of any items. Proposal tendered or � delivered after the official. time designated for rec�ipt o� proposal shall be returned to the Bidder unopened. �' C2-2.5 BID SECIIRITY: No proposal will be considered unless it � is accompanied by a"Proposal Security" of the character and , in the amount indicated in the "Notice to Bidders" anc t:�e "Proposal." The Bid Security is required by the Owner as evidence of good fa:th on the part of the Bidder, anci by way of a guaranty that i` awarded the contract, the Bidaer wil: within the required time execute a formal contract and furnisn , the required performance and other bonds. The bid securi�y oi the three lowest bidders will be retained until the cor:�ract is awarded or other disposition is made thereoz. The bid security of ali oth�r bidders may be returned promptly after ` the canvass of bids. V ►T C2-2(3) � a 1 .. C�-2 . 7 DET,iVERY C�' =�OPOS�L: Vc �rCDCSdi :v1I1 be conside� �c u^less i� is de�:v��e;, ac��mganied �� _�s orooer ..�c S�c�rity, '�o the ..i=�r �?anag=_ or ais r�o..�s�ntaciv� - � �~ � �n _:1c �r e=�ic�al �lac� e� �L=__:�ess a� sc� For:.� _n �ne "Vot_ce - �.�. � lj�il.�� S•" 1 l� 1 S �� 1114.�G r' v S� �l� L arCi��ilSl� ill l�y l.Q l.lG� � Y"'%' Y � t:a proposal at the �rcoer tir�e to �:�e prc�er � lac�. The me= ` Lact that a grooc�al was dis�atc::ed wi1� no� be consid�r�:. �� T:-:e Bidd�r must nave ��e proo�sai actua�'_vi celivered. �ac^ �=oposai sha11 oe in � seaied �Zve�ope �lainl.r �nar'.ted wi��; �;,e werd "PROPOSAL," ar.ci t`�e name cr aescri��.icn o� `he orcjec� �s r� c�signat�c in the "Nct=ce to ?idc�rs," T:e �nve?ope s:�ai1 �e ac3ressed to the C'_-�y �!anager, __L_� 3ai1, �cr� ;vorth, Te�a�. � C�-2.3 WZ�'EDRAWI�IC P=CPQSALS P=�oosai� ac�.:a11y fi1 _.. � . ' _d wi- `::? l:.l�l% .`�aP.dQ2� C'i�I1CC .^,@ W1L:�C:3WP. Or'_Or �O �:1� �ime Sc''t -,.,= � ooenizg pronosai�, A �=que=t =or �on-con�ideraticn o�^ p�ogosal ;nust be _�ade :.n wr�=in�, aadrzsszd to t.",e C'_=�� « �ianager, and f il�d ;�it� nim �ricr t� th� �:me set for �::e ocening oi pr000sa�s, �ft?r ai; oroposals not requested �cr � nen-consideration ar� openec anc oublicly read aloud, _^�e proposais for whic:: �!on-consicer�tion requ�sts have be�n *�J� operly � 11ed R1zV � �t �!12 OD �.lOtl OL t:lE OWil�r, be i?tllr:!c_^. ^ uno�ened. �� C�-2.9 TELEGRAPHIC MODIFICATIO?J OF PROPOSAI.S: Any bidder �nav , medify nis pron�sai by celegracnic communicaLion at any ti:ne �l prior to the time set For ope�ing proposals, orovided suc:� � telegraphic communica�ion is �eceived by che City yjd;ldCQr pr;or to the said gr000sal ope�ing �ime, and provid�d further, � tha� tne City Manager is satisfied that a written and dulv authenticated confirmation of such telegrap:�ic communication cver the signaLure of the bid3er was �nailed prior to t"e � proposal openin� time. I� suc� conFirmation is not receiv�d within forty-eight (48) hours at�er �he or000sal o�ening time, ` no further consideratien will be given to the oroposal. _ C2-2.10 PUBLIC OPEVING OF PROPOSAL: Pr000sals which have �e�n � properly filed and For which no "!Von-consideration Re�uest" has been received �ri11 be publicly opened an3 r��d aloud bv `" tne City �anager or his authorize3 representative at the ti�ne �_, and place indicated in the "Notice c.o Bidders." Al1 oroposa?s which have b�en opened and read wili remain on file with the Owner untii the contract has been awar3ed. 8idders or their � au�horized represen�atives are invi�ed to be present for the ooening of bids. C2-2.11 IRREGULAR PROPOSALS: Pr000sal.s sha�1 be considered as �� being "Irregular" i� th�y snow any omissions, alterations o� £crm, additians, or condi�ions not calLed for, unauthoriz�3 � a1��rnate bids, or irr?3ularities o� any 'c�nd. However, the � �2-2(�1 I►. , � � Owner rzserves th� ��cat to aaive aay and �� irr=cu�a:it�es and to make t?:e awa_ : o� t:�e cor.��ac� _� �:? �es� �..��r�st �*_ `Ze Ci�y. Te.^.der::g a propos�� a��r �he `'_osi^g :�ou= '_s an ir�eQulari�v wnic:� ��nnot be wa��ec. C2-2.? 2 DISQUAL-= �CaTZON n= alDDERS: B:cc�rs ...av �e disquaiiLied and t:.�� r000sa�s noc �ons �::e� �c =�r �::y oi , but not li�i�ed to, =:�e _ol'_owi�� r?asc::: a. :�easons _:.r �elievi::c �:�at coi=�sion �_��_ �� mcnQ ^,idders. l , �D. �easonab_� c= �unds =:,� ae1_�v:^c ��dC �R'.•' J��:.�'_" 1S 1;1t�r2S �=G �::: IllO� 2 �'.i�:l 0:12 _ ^��Sd_ _ ,^. _ '.JO'_''.< �" COilt?:IlD1dC3Q. C. `�':le OlQ...�_ jel.^.0 _� ..?� �� ?Q _' �il�' _� � �:' L_Cil 3cainst �_:e Cwner or a'r.er� �:12 �WP,e� :T1�v ..cVZ ; � C�dllil aca::.s� Or D2 �!7CdQ''cQ 1i. �_�'_CSdLl;fi cC31:1SL tne bidder, r r _ �. '^he bidde= oeing �n ar��ars on any exis:.iac ccr_�_ac� , or having ::e�aultea on a pr�vicus contrac�. e. The bicider having per�or:-�ed a or_or cont_ac� �n �n ansatisfac�ory manner. f. Lack of �omnetency 3S =�V2312C �v �!:e =in�_^.c:.a' � statemen�, experienc� record, ecuipment sc:�edsla, and such :::Qu__ ies as �he Cwner :nav se� "_ � �o -�akz . g. Uncomple��d :�ork wh�ch, in che �udament �� t:�e Owner, wi;l pr�vent or hinder t:�e �rompt cc:np_�t�on oi additicnal work if awarded. �' h. The bidde� nat filing wi�h the Owner, one week in advanc� or the hour or the ooening of oroocsa�� t�e � followina- i. Financial Statement showing the _`�nancial � concition of t:�e �idder as specified i^ Pyr� "A" - Sr�ecial Instructions. � 2. A csrrent exper�ence r�cord showing esoecial'y the orojects oz a nature si:nilar to the one uncer consideration, which have been �-` succ�ssiully completed by the 3idder. 3. An equipment schedule show:ng the e�u��men� `' the bidder has avai'able for use on the oro�ec�. The Bid Proposal �r a bidder who, in the judgment o� the Engineer, is disquali�ied under the requirements s�.aten herein, sha11 be set aside and not ooened. u � �R � C2-2(�) � � � � � � � e �i 0 � � � � � C� � .: ' � 0 , ► �;. , � � �ART C - :�ENERAL C�ND�'?'T_CNS C3-3 �WP.�D AND �X�C;JT_ON vF DC�JME;ITS �. r� SECTION C3-3 �WARD �ND �XEC`JTION OF �OC'JMEN'"c: C3-3.1 CONSIDERAT=ON OF PROPOS�..LS: After �roDosai� hac� '�e=r opened and r�ad aioud, �he progesais wili ..� tabula�=d c.^. �:e basis o= t:�e auo��d �rices, �:�e cuan�:�:es sncwn :^ �..� pr000sal, and t:�e 3D�licaticr: o= such _�rmulas or ��:�e= methods of brir,c:nc items �o _ commo^ basis �s -:�y ..� es`abI.ished ir. the �ont�act Doc�.:�e��s. The totai obtainec bv �aking t:�e sum ot =:e produc�s :� �sni� orices cruoted and t:�e ?stimated �uant�ties �lus any ,u::1r� sum 1t�IilS hc1Q SL1Cti'1 OL:'l�r C�lOtBQ dlilaL'rit5 3S iT1dV ?rl�e� �^�L,^. �:1� COS` of the complec.ed projec� wi1l. be ccr.sidere� as �he amount c� the bid. '1 Unti1 the award e� �ze contract �s made :,y t:�e �7wner, the right will be reserved to reject any or a?: proposa�s anc �' waive technicalities, to re-advert�.se for n�w �roposa?s, or tc . proceed with the �acrk =n any m�nne= as ma�-be consi�er�d `cr the best interest o� the Owner. + �j C3-3.2 MIN�RITY BUSINESS ENTERPRISE/WOME�T-OWNED 3USINESS ENTERPRISE COMPLIANC�: Contractor agrees to provide �o �wner, ., upon request, complete and accurate infermation regardinc actual work performed by a Minority Business c^.nterprise (MBE) and or a a Woman-owned Business Enterarise (WBE) on the contract and the payment therefor. Contracter further acrees, upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the gosszssion of Contractor that will substantiate the ac�ual wor:{ per`_ormed by the MBE or WBE. Any material misreprzsentation of any � nature wi11 be grounds for termination of tae contract and for initiating any action under aporooriate �ederal, state or �, local laws and or3inances relating to false statements; further, any suc'�+ misrepresentation may be grcuncs for � disqualification of Contractor at Owne='s disc�=t�on for , bidding on future Contracts with the Owner for a per�od of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall ' comply with Current City Ordir_ance prohibit�ng discrimination � in employment practices. u , C3-3 (1) � ■. `�:�e Cont�actor srali �cst t"` r.=cui�ed .ot_ce �� ha= �t��c� Q:1 �:7� Or0]E.'C� S�'�� 3f1Q� 3L .._.. �`Qu�S`.� %JI'.� � 2 v=^V1G2C :J assistance ay �!_��C_�v of =�r� wor�h's iqua� Emo_oyme.^.� C�Lic�r who wi11 _�rer �ny qua�_��ed 3Df>> �canc :�e :aav ^ave on `_1e ia ni� or�ic� t;, the ::on�ractor, app�Opriate no-_��s „�av �e ac�uir`n �rom _^e =csal Em��vment Of�ic�r. � C � -3 . ? '�II^_'EDRAWAL OF PROPOSaLS : aiter a �r000sal ;,�� en� -�aci oy �^e �wner �� c�nnot oe �ai�:.cirawn bv the ��cder ait::::. =�rty-five ( 45 ) cays after �::z cat� on wnic!� �`�e �rc�osa__ were ooened, - �. � C�-3.5 AWARD CF �'�NT��CT: T`.:e �wner r�szr-;es �:�e � �ht �� '� �N-�hhoir�iZ31 dCt��,^ O% L!'i2 DrCOOSn.LS FOr ��GcsSCClcl�_= �I:IlA� (� P.CL t0 2XC��Q `Or :V-= �Ve (�5 ; Q�VS dTter tne C�L� OL ��2R1:iC �-OpOSdIS, ana lfl ^O �:'E'_IIt wii� an+ award �2 :nace llrit:_ dL��Y _::vestigations :�a°�e �een �nade -ss �o the ��soonsi�i�i�v of �;ze � proposed awar�e�.. `I':':2 award nf the C�[1t�3C�, iL ?Il award �3 made, ral].iZ De �p �:12 ;.GWeS't 3I1Q b2St re=�onsi�'J'l� ulG�"'cr. The award of the �ont�act snai� not oecome esfective an�:.l tne OwnEr has notified �he Contrac�or ia writing of suc:� aw�:3. C3-3.6 RETURN OF :ROPOSAL S£CJRImIES: As soon as �r000s�d price totals have �een determined `or comparison oi oics, t:�e 0 wner may, at its discretion, ret�:rn the proposal security wnich accompanied the proposals which, in its judgment, wouid not be considered for the award. AlI other or000sal securities, usually those of the three lowest bidders, will be r?tained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise di�posed oi the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execut�.on and delivery of the Contrac� Documents, the Contracc�r shall furnish to, and file wi�:� tne Owner in the amounts herein require3, the following bonds: a. PERFOR'�ANCE BONJ: A good and suff:cien� performance bond i: an amount not less than Z00 percent or �he amount oE the contract, as e�ri3enced by the oroposal �abulation or otherwisP, guaranteeing the �u'i and faithFul execstion of the work anc per�o=mance of the contract, and �or the protection of the Owner and all other oersons against danage by rzason of negligence�of t'�e Contractor, or improper execution of the wor�c or the use of :.:�fsrior �na�erials. This oerfor�nance C3-3 (2) .� � �l � ,� �1 � � , bond shal� guarant�e ��e �ayment =or a�l laDor, �dt�rials, �Qll1Dm@rit� 34DC;1?S, and S@�V1C�S llS�Q in the cons��uction os �r� work, a�d snail remain in full for�e and et`ec� un�;� orov:sions as above s�i�ulated are accomp�:sh�d anc f'_�al payment is - mad2 on '��e �roject �y = :e ..._ �-: . �, �SAIVTENAVCE BOND a �oed a^d su::f_c_ent maintenance bond, in• �=e amcunL o� not less t:�an i00 percer_� oi the a^ou::t o= the con�ract, as evidenc�d 'c� cze nr000sa_ ��ou�a�:or_ or ocher;�is?, guarantee:ne �he or �mc �, _�.:? _ and `ai �n�ui �erLormancn oz the ger_�ra_ �uar�n�-: whic': is seT �orth in Da=�graoh C$-8.;0. � �. �, L. � � �. ��YMENT BC`:D: a good �nd suz�:cie_^.� payment bond, in an amoL�t not les� �.`.:�n �00 ��rcen� of �he amount o� t:�e contract, as ev=cenced by che proposal taDulation or c�heTwise, 9�.�aranteeing �he prompt, fu_1 and faith=ul �ayment oi all claimants as defined :n article S�aO, Revised Civil Statutes of Texas, =925, as amendec by Housz Bi1I 344 Acts 56th Legislature, Reguia� Session, �959, effecLive Avril 27, :959, and/or �he latest version thereflf, supplying �abor and materiais =n �:�e �rosecution of the work �rovided f�r :n the contr�ct being constructe� under these s�eciL�cat:ons. Payment Bond shall remain in force until all payments as above stipu?ated are made. d. OTHER BONDS: Such oth�r �onds as may be required by these Centract Documents shall be furnished by the Contrac�or. No sureties will be accepted by �he Owner wnich are at the time in default or delinquent c:� any bonds or which are interested in any li�igation aga�.ns� the owner. All bonds shall be made on the forms furnished bv the Owner and shall be executed by an ap�roved surety comoany doing business in the City of r^ort Worth, '^exas, and wnica is ace�ptable to the owner. In order to be acceptable, the name of the surety shal? be included on the currezt U.S. Treasury list of acceotable sureties, and the amour_= of bond written by any one accepLable company shall not exceed �:�e amoun� shown on the Treasury list for that company. EacZ bond snall be properly exec•sted by both the Contractor anc Surety Company. Sho u?d any surety on the contract be dAtermined unsatisf actory at any time by the Owner, notice wi11 be given the Contractor to that eff?ct and t:�e Contractor shall immediately provide a C3-3 ( 3 ) l_ _'� new �urety satis=ac��ry to t:�e Cwner. �10 pay�ent wili �e :,��de under the contract untii the new surety or sureties, as r�qu=red, have quai��:ed and zav� been ac��pt�d by the �wne�. T�e contract shail no� be operati:-e �or wili �ny payments �e due cr paid until aqpr�vai oi t�e :onds by t:�e ��wner. C3-s.8 EXECJTION OF C�NTRACm: Wi�hin te!� (10) days a��r �'�e Owner has by appror�r�aLs resoluticn, cr otherwise, awarded �:�e cont:act, the Cont�ac�or shall exe�stz and �i�e with t:�e Cwner t�e Contract and such '�onds as may �e =equired :n �he Ccnt�=ct �ocuu:ents . vo contract shali �e �inding upor. �he owner until it n�s ::��n a�t��ed by �.::e ��_ �ecretary, anoroved =s to fo�:n �r.c � cQd_itV by �:1@ C=�V �t�orr.ey� '�'_'�C1 �:{�C1��d =or ��lE OWIl@� �V ?�ther the Mavor or C�_v �!anaaer. C3-3 . 9 FAILURE TO L�yCuTE CONTRACT: The �ailure o� _`.:e Awarcee to execute the =eQuired ocnd or bonds or to sign �:�e r�quired centract wi �:~�in ten ( 10 ) days azter the contrac� __ awarded shall be considered by the Owner as an abandonment or :�is Lroposal, and �.he Owner �nay ar.nul the Awarc. By reason �� t'�e uncertainty of the mar'.cet pr�ces �f material and �abcr, and it being imprac�icable and di��icult to accurate;y determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bonds �nd cont�act within ten (10) days, the proposal secur=_y accompanying the proposal shail be the acreed amount or damaces which Owner wiii suffer by reason ot such failure on the r�art of the Awar�ee and shali thereupon i.�nmediately ne forfeited to the Owner. The filing of a oroposa� will be considersd as an acce�tance of this provision by the Bidder. C3-3.10 BEGINNING WORR: The Contractor shail not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within tnP time stioulated in the written authorization usually termed the "Work Order" or "Proc��d Order", it is agreed that the Surety Comoany will, within *�en (10) days after the commencement date set forth in such written authorization, co�nmenc� the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall nat commenc� work under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has be�n approved by the Owner. The prime Contractor shall 'oe responsible for delivering to the Owner the sub-contractors' C3-3 (4) cer�:ficate of iRSlii3nc� �cr ac�rc��a�. T�e ar�me cont�=_�=�c sha? i indicate on t:�e cer�ificate �i '_nsurar.c� inc��lC2d _� ��e documents �Oi ?YeCt2�'_Q[: WC1��1e'= �r ZOC '71S L�surancs .�.r-''��S sub-contrac�ors. Z� is �he _nta.^.c:on or �:.e Owner �za� ��e ins�rance coverage _eq�ir�d zer�:n sna1l :nc?ude �::e ccv=_�ge of a�l sub-contractors. a. COMPENSA"'ION INSURAtiC�: The Contractor ��a�i �aintain, ciuring the i�� o� `._zis con�_ =cy _, Tn�orkers' �omoensaticn _Zsuranc� on aIi o= =is �mploYees `o �e enaac ed i z wo r c cn t:�e : r c= � �� under this ccnt�ac�, +��c =or a1� sub-cor.t�ac=��s. �n cas� any c_ass o= e^�iave�s �naaced :n ':iaza=�ous wcr:{ on �:�e ?roject �nc`r tnis �ont.��c� ..� ^c= orotec�ed �snd�r �i:e �nlor�ers' C�mQensaL�cn �ta�_��, �:�e Cont� actcr shall �rovide ade�uate e:nplo�- _= ' s genera.l 1i�oi'_it•yr �nsu_anc� �cr �:�e DLCLec�'_c : o� such oF his employees not so ?roLec�ed. b. COMPREHENSZV : G�NERA�, L�ABILIT`_' INSURANC�: _:�e Contractor SLlall procur� aad shali :naintain cL'= :^g tY1e Z lf � Oi ti1L� CCil t�3Ct Cont�ac ��= ' S � Comprenensi'J@ �eneral �13�1�.1tV �riSllr3AC2 � 2L'.;:iC Liability and Proper�y Damage insurance) _� ar: �, amount nct less �har� $500,000 covering �ac� occurrence on account of bodiiy injury, inc_�,��.ng death, and in an amou^t not Iess �han $500,�00 covering eac'� occurr�nce on account or pro�er�y damage with $2,000,000 umbr�lla policy coverage. � c. ADDITIONAL LIABILITv: The Contractor s:�? 1 furnish insurance as seoarate policies o�- by additional endorsement to one of =ne above-mentioned oolicies, and in the amount as set fortil for public liabi? ity and oroperty damage, =he �ollowing insurance: 1. Contingent Liability (covers General Contractor's Liability for act= ot sub-cont�acto�s). 2. 8lasting, prior to any blasting beiag donc. � 3. Collapse of buil.dings or s�ructures adjac�nt - to excavation (if excavations are te be performed ad�acent to same). 4. namage to undergr�•ind utilities f.or $500,000. � f� C3-3 (�) Li L�J �� 5, Builde�'s risk (wher� above-�round strsc_ures are inlolved). 5. Cont=actual L:ab�'i;y (covers a_i indemr.'_�ication r��si-��er.�s oz C�nt�ac�!. d. �UTOMOBILE _�1SliRANC� - 30DSLY INJJRY �1ND PROP�R'�"' � DAMAGL: The �onL�actcr snali grocsre and main�a��, during the iii� oF this C�nt�ac�, Comprenen=��e �utomobile �iabilit� :r.surance in an amour.` zot less thar. $250,000 �or �n=�ries inc? 1Q:_'ly^ l 3C�:dental C@3t�i t� dIIV one �e�SOri dP.Q Si1�J�eCr =0 �� 72 same � i'tlt. �Or �?3C^ oerson dri arnount IlOL '�SS than $��Ct�O Oil aCCC'.+I1L Ji �t12 GCC1Q2[1C� ;i.� � automobile : rooer�V Qd!it�QF_' �l?�Lranc� 11 an 3tZiOL'.^.L { noL less than $i00,000. t e. SCGPE OF I�iSiJRANCE �*1D SP�CTAL HAZARD: m'�e insuranc� recuirea under �:ze aDove oaragrapns sha_1 `� grovide adeauate protec�ion ior the Contrac�or and his sub-cont�actors, respec��vely, against damace � claims whic:� mav arise =rom operations under this contract, whether such operations be by the iasur �d or by anyone directly or indirec�Iy empio�ed �y � hira, an� also against anv of t!�e following soec=al hazards which may be encountered in the per�ormanc� of the Contract. � ' f. PROOF OF CaRRIAGE OF INSURANCE: The Cont�actor sha11 furnisn the Owner with satisfac�ory proof of coverage by insurance required in these �ontract Documents in amounts and by carri�rs satisfactory to the Own�r. (Sample attached,) Al1 insurance requirements made upon t:�e Contractor sha11 aoply to the sub-contractor, should the Prine Contractor's inssrance not cover tae sub-contractor's work opa�ations. g. LOCAL AGENT FQR INSURANCE AND BONDING: The insurance and bonding companies with whom tae Contractor'S insurance and oerformance, pay:nent, maintenance and a1I such other bonds are written shal�. be r�presented by an agent or ageats hav�ng an of�ice located within the city limits of tae �_ C3-3 (6) �� C:.tv of rcr_ +vor�n, Ta�=ar.� Count��, '^eYas. �acn sucn agent ��ai� �e a du�••� cual.ifi�d, on� uoon wnom service o- process ma+v �e nad, �r.c must have auLhorit� �nd oower t� ac� on ;�e�a1f of t�e _nsuranc� �::d/cr hondi-:c c�mgany �� neaoLiate �r.d settle wit^ che CiLy o= �or� �lort:�, or anv ot!�er c�aimant, ,ny c�.aims tha� �:�.e C�ty �� cr` �vort:� cr other claima:^.t �r any orooer`_�� cwne�' wno Zas �e�n damaged, .«a�� have aaa�ast the �:ontractor, insurancz, �ndior bond�zg company. I� ��e loc�� insurance =a^r=sentative is noL so e*��ower�d 'oy _:e insurance or bcnding com:,ani�s, then �uc:� au�:�or_�y must be ves��d �n a 1cc�' �gent or �=aims or�:c�r res iding i^ tt12 Metroo�ex, �:�e r or =�iort:'2-Ddl_�� 3r23. The zame Ot �:72 .::2!1L Or dQ2.^._� SCldli �2 Sc''L forth on a_: c� such bcnds and c�Y=��ica�e� o� insuranc�. �' C3-3.;2 CONTRAC'^OR'S OBL�GATIONS: under the �ontract, L'ne �� Contractor shall pay =or ail materials, Iabo= and servic�s when cue. C3-3._3 WEEKLY PAYRC�L: A cert'_�ied cooy e� each payro�� F cover�ng payment of waces �o all person engagEd :a wor'{ on the oroject at the site o� t�:e orojec � sna? 1 be `�r:�ished to the Owner's representative �ait�in seve^ (7) days a=�er the ciose , of eacz oayroll pericd. A copy or copies of the aoDiicabie � minimum wage rates as szc forth i:� t�e Contract Documents shall �e kept posted :a a conspicuous olace at �he si�� o� �he project at a11 times during the course of che Contract. � Copies of the wage ra`es will be `urnished the Contract�r, by the Owner; however, po=�ina and prcteccion or �ae wagz rat�s shall be the responsibi�.it•_r of the Contractor. C3-3._4 CONTRACTOR'S C�NTRACT ADMINISTRATION: �ny Contrac�or, whetn�r a Q�rson, p��sons, oar�nershin, comoany, fir�n, assoc:ation, corporation or other who is aoproved to do business with and ent�rs into a con�ract wit:z the City �or r const=uction of water and/or sani �ary sewer Lacil.ities, wi11 have or sha11 establisn a fully ocera�ional 'o�:sizess o��ice '� with:n the r^ort �Iorth-Da11as metr000litan ar?a. The � Contractor sha11 charg�, delegate, or assign t`Zis ofiic� (or he ma� dele�ate his Pcoject �4perintendent) with fs11 authority to transac� al? business act:ons r�quired in the oerfo�mance of the Ccr.tract. Th�s local autzority sha11 �e � mad� resoonsible to act �or the Contractor in al1 mattzrs . pe�taining to the wor< gov�rned bJ the Contrac� wnether it oe administrative or otherwise and as such shall be empowered, ' thus delegated and di��c�zd, to settie all mat�rial, labor or otzer expenditures, al: claims aga'_ns� t!�e wor'.t or any other f` C3-3 (7) l. �� . , � , � � � � �` � � � � � � � � � i � � . � � � � _ _ � _ �"r-- � � N �-I 1 � 'Cy �� l U �) rtJ U n1 �� ., i U �, -� S� , .� .�.� U �' [: ql ( ) �.� ( ) �.� [i� U t.� n� �� Q) m (!) _t� Ol .�i C 't7 O C ' 1-! •.-1 rd �� N �� U �V U cl1 N �; rd tt1 'r-� �� fA ,� O c; b'i'•`v �U � n' �a �� p .ia N m .r. � u� b� .11 � u) C � N • •�-1 S� .�� C �� r, n .,.� .�, � U-' `� � .-�i �� cU �� ,� C]� --.1 U' C O rti r-1 � L� .� .-1 V N �.� rtS �,� N O N .-1 rCt U .�J •.a C' V) IJ �1 U ��,.,� c: U � �� . � rd �n .. � ., t � � � �� 1) �d -i ,� a1 � N U C O �-1 �� rtf .,-� V �`�v ��,.uv U U [ � O �w•�+>> � �� N �A � � � `N � 4) � O U „� N �i C; S� _Q 11 b N ��o�ro a' .y s' .--� n. � � u b rt1 c: :� .0 u! r .,.� ��J vi R1 L� r N al � N rd t� N'Ly 'd �-a 'L7 ��•-� d) J,�� Ol 4) O.11 .t: O) �, U 1". Q) Q) n� C� S-i �� -1 a.) O 1a .r. .. i � i•-� �� c� rt F� i� ti U�d ••� 41 �� O rd �� u.-� � '� a � ro c: O u v �� a� O n1 ,..I C: Rj �� .. i Q) ,...� d) nl �; O .,.� N t1 �U (i �� .�; �'' c: • U .i U � -�i , � � O , Ul •. � i � �' c) cn U}' >� �' C��' "� c: �j (Nj, .t) �� i u) .�? � 1 � C, J 1 u1 �� .L) n1 N['. .C; � 1-i R� �)��. i 1-i 3-� [�] .c: � U O, � 1� �� O rr�j� "; .�f�'. 1� N tt1 ,O -� � U) � 41 U rt1 rtf �+ oo.ux �� [�,r� o0 ..•1 C •.-1 UI (n � Qi � fn -l-1 (ll -.-1 �.i .iJ fn . ',Z J� u 1-i �� m y� Rt •r� V t, •.-i sa N ?i � �n rrr . � c; c� o ni •._� r. �, , 11 ro t�i nf r: nt . �l ��._, i� �v .t� f�� ri O S-� � U._� vn�.N �auoc�, ,�a� .-avro n� �, ;y ��_� n� .., ,, ,d s: ,� �d m a� .�: s� ° 'd o C) �U �q �� rtl '�' c� .t11 U �� U) � N O -r+ � � Q► , � 3 w N�� i N.i � n� .0 �� O.-+ b� c; 3 tr, � [ �-1 (I) �� •r�.-1 •� S.a R� C 'C1 •.�1 � -�� -r' nf rt1 U ��N o.-a N�,n [�] C b, C N U dl G� U C�ci t1, O S.� �i . 5...-� _ �� --1 �n •.a o �d � a� �.� o, � o �, �� G �ta � .� ro,-��--��d,-,�nl' uotr��noo "�rt3 .q O 'U Ua s-i � rt7 ., � •.-� t � a� � R� ��.i �d �� .n �t7 � l: _t: t� N U c.: 'C� f. ,..1 UI t. i O O Ul '•-i C)� .i� 1.� �d .Cl a� td O lj -•t •.-� •.-� � �j {� r �n r, a� s-� • v i '�� .0 1� � C1 �[: Q I C) U) � � `Ci G S�-1 V1 U� �' S-i '• � U>> O U•• i vl cll d) O d� C� N`d c � a) �1 ,� v � �'a -� i-� (� �N b � � -�-1 (n � N Q'"-� N �`� tP. C .0 •.-1 (n .SC L" •.1 7-1 1d � t." :� �� 1-1 .O �� .-I O � N -�1 �'Ci �.i •.-1 1.� CL r-1 C' •.i .-� d) ;� 'Jr C� CJ' .� -l1 C N v �-1 •�-+ b, q� t.� �-I � N�d 1.a N t� td O U 3�-�. p+ � v� rt�n �� cn �--� 1, � b O s-, v! -.a rtf � _. f� �A f,l rr1 t n1 U �l �ty W l-r O ., I �d �p ".c.: rll S-a r a 4) ��{�-� O U! p.-`" N y� `�� v1 s-, -�� .k C�rt r; Q) N., �-I N W R1 1� �' �n .t: �� ' --� ti !, l-r � O -i� t, s� � � cU d1+ _ �� dl �� U' U U in �' U .� i N t.i 3 3-� �� 1.� rd .;.� cl� �.; tl) u ul � o� _t� � s-i n�� O, U s: a,� 'rJ t, V Ql vT •--� .C) O O,. �..� � �� }� O, �d a � ,d c rts r. •-+ � ,d �, ,� ,-i � C s..r U U, rtf y, ��►a .0 � N N Q� �n •.� .�r O O � C � tr� C p�� H CP O� � �., 3 U CL f-� -�1 .-{ C Q) q� C LP rt1 4-� •.-1 �� f-+ � UJ C -�+ � O �b N � U •� . � � p � C O � O r; .� o s� t� c�-�, �+ �, � c, �n „ o'�' .�+ � t� U 3 � Q, tr w �� O �.� U t� �-� .t1 ,� N� O� �•.-� V O Q1 1-1 rtS U 'L+ .,�� .� U � �n �-' O � � � s-� � .� .� N �l V-+ � u-�i r-I � QJ, L� ,� � C'.. � O 1.1 �, Q) � N-.-1 �L! � C. �11 � �� td Ql -r ua .� N �� 1-i U"� SG N a rtf ��i n 'd U �� .�i a� sa ...� p, vl .0 �, .[: .r: 'i i �� _, �� t:; U ul r: �� i; =1 J id t.� N•, � N O�� v) � � O E� n,.� :J ., N-..� �•. �,� U, «, rtf la �d tn 3•�i N A r-1 .-i ti � rn � N b � � r. .,� N 4� N .r C 0 .� �� . U U1 ro� ,�� A1 �H rd . �J'1 w � O � � O C 1J R1 C ti � �-! � b .. E..� w � � Z •� W y� � ,--i N u� b � •� . N M � � � U f• 1 '� V cll .. M I ("l V U ?�ic=' C - GENERr3L �.�NDI'_^IC�iS � _- _ �C�P�' CF ,vORK ► � SECTION C4-� SCOPE OF �iORK ��-�,1 INT�'NT OF CCVmRAC'" �OC'.:'_.tF`I^S; �t _� t:�e ce=i^:=? 1:1L2C'ition o= these ContracL i�CC'1II1@i1L� to �rov�ce �o� � como�ete, usezui Dr0-�C� wnic� _:e C�ntrac�cr ur.der_ax�s `o cons`ruct or :.Srnis^:, aii �n �__- comgi�a:.ce wi�:� �:e r?Qu� rements and ir.=�nL oL =he ��n_=act Doc�ments. �� _s dei�nicely understood �zat �t:e �on�_�c��r shal: �o a1� :�cr'.{ �s oTov-ded Lor in the ��nt�ac� �oc�.,�ez�s, shai' �o al� ex�ra �r s�ec�a1 woric as �nay oe considered �v �`:= Owner as nec�ssar�r �� C�RID'l�tE' the �r0]2Ct '_Cl d Sdt_SL�C=OY`+ ?P.Q dC^?DtZb1E' Zia.^.T:�'_'. T�e C�ntractor sha11, ��niess ot:�er:�i�e s�ecif:.c�11y SLdL2C1 :;1 �[7@S2 �011t'_'dC} '�OC1R1E.^.�� -1Z'.^.�S~ �L' :.abor� _.^,^vLS� IRZL�r1c_�� machinery, equipment, soeciai serv:ces, and inciden�ais necessary to the prose�stion and c�mnierion ot cze projec�. C4-4.2 SPECIaL PROV_SIONS: Should any wor'{ or conditicns �ahich are not tnorouczly and sacasfactorily stipulated �r covered by Ganeral or Special Condi�ions of �hese Cont��ct Documents be anticipat�d, or shou=d �her� be �ny additioaai oroposed work whic:� is not cove:ed by t:�ese �ontract Documents, then "Spec�al Provision=" coverinc al1 such werk wi11 be prepared by the Owner orevious to the time ot receiving bids or propcsals for stic^ werk and furnis:�ed. to �:�e Bidder in the form of Addenda. a1? such "Special Provisiens" shal? '�e consi3ered to be a oar� oi �he Contract �oc�lne:�Ls just as though they werz originally wri�ten therein. C4-4.3 INCREASED OR DECREASED QU��ITITIES: The Owner reser-res thz right to alter the quantities os t:�e work to be oerfor ;�e:i or to extend or short�n the improvements at any time wnzn azd as found to be necessary, and the Contractor sha11 periorrn _':ie work as altsred, incr�as�d or decreased at �he uni� ?ric�s. ` Such increased or decr�ase3 quanti��I shall not �e more than 25 �, percent of the contemola�zd quantity of sucn item or it��ns. When such changes incr`ase or dec��ase the or�ginal quant�tv of any- item or items of �aor'.�c to oe aone or. materials tc be furnished by the 25 peYcent or more, t`�en either party to �:�e contract shall upon written reauest to the other oarty 4e entitled to a revised consideration upon that portion of _ne work above or 'Qelow tne 25 oercent of the original quant'_ty stated in the proposal; sucz r�vise� consideration to be �. det�rrnined by special agreeme�t or 3s hereinaf�er provided `or "Extra Work." vo allowancs wi11 be made for any changes in �, anticipated orofits nor sha11 such changes be consiaerec as C� C4-4 (1) � wa�ving or invali�a�i�a a�y _�nd=�ic.^.� ._ �rovi�ions �L �ne �_:ntrac:. �ccuments. V,riations � : q =nt_=ies of �an� _ar, _�.-ar �i�es :._ �e_r,� ; c�t�g;�r_e=, shal_ �e _ztar�r��`d :la_ __.. ;_ aw�lvi.:c =� c�� OV?i"d1.L ��ll3ilti.`1P� Or Sdril�ar_� 52We� ti10E 1�1 �,iCl1 01.�� SI.Z@, bu�. not �o �he var:�us :eot;� ca�aaori��. C - - 4 . 4 nLT�'RATION �F C�NTRACT �OCJMENTS : __ C::aage Or :e_ , =he Owner reserves the _�ght to �aice suc:� �:�,nc�� :n �ne �c^trac� Documents �nc in _:.e c:.aract�c OC C'1�P.�'___es ot the �Hor't as (itdu �e necessary OC' QeS�r3D1� tC 1(lSlli2 COIZl�_��:CIl 1I: �^� �[lOS� J'GL1SicC�CCV mann�='� DrOV;��Q �i1C�1 CClcil�::c� QC :Ot iIldL�'_"1d11' �i��r �he originai �cn�rac� Dec•aments or �_�ang� the �znarai na�ure oF che pro=�ct as a w;�oi�. Sucz �::ances shal? -�oc oe cczsid`re� as waJ�vina or invalid.�t�:c �ny condi`:on or oro�Tision o� the C� :�ract Docum�nts. � C�-4.5 EX'^RA WORK: Acditional work made :��ssary oy c:zan�es ar.d alt.2ra�ions oc =:�e Contract �ocuments oY ot quanti�'_es or for othe� reasor.s f�r wnich :.� pric�s „r� �C�V1CeG� :1 t`�? Centrac� Documents, shall be deT:ne� as "Ex�_a �Iork" and shai_ oe per�ormed by =:�e Con�rac�or in acc�_3ance with ��zese Contract uocuments �r approvPd addi�ions ��:ereto; gro�ided, however, that �etc=e any extra work is bec�n a"Change Order" sha11 be execute3 c� �r�tten order issued �v tze Owner to do the work for payments or credi�s as shall �z d�cermined �y one or more combination o� �.he Following rnethods : a. � Unit bid orice previousl� approve�. An agreec 11inp sum. c. Tne act�.�a1 reasonable cost or (l; labor, (2) :�ntai of equiornent used on the extra wo=:t For th? t�.�e so usz3 at associated �senerai Cont�accors oF Am�rica current eq�ii�ment �ental rat�s; (3) mat�riais enterin; o�rmanentiy into the oroje�:t, and (4) actual cost oE ins�irance, bonds, an3 social 5ecuritv as 3etar;nined oy the uwnnr, olus a�ix�ci i�e to Ue agreed upon bu� not �o ex�e�d 10$ �r the actual �=ost of such extra wor�c_ The Fixed _:e :�.� not to include any additiona�. prof it t� tze Cont.rac�or �or rantal ;,f equi�me:�� owns�i �y h_�n an3 used For the extra work. Tne ��e shali oP fuil and complet� �ompensation t� cov�r the cost oE sup�rin�annenc?, overhea�i, otaer or�f.it, general and al.l other expensn not inciuded in ( 1), ( 2), i3;, anc (4) a'Qove. The Contractor shaLi ?ceep accurat� cost racords o�� tn� Eor� a,13 i�� the method C4-4 (2) � C� r� �� r� sugg�st`d �y :�e Owr.e= and s:�al? �iv� �::� 0�%::e� acc�ss to a1� accoun�v, �iiis, ��ouca�� , �nc ;: �cords rei��i;:� to t::e �x�� a Wor'.{. VC ��:1dlly^P OrQ2�" S[?..11 ��ecome _�_eC..1J2 ll:1L_L _'` .:o ��n!1 c,Dpr�VeQ and S1QP,2Q Ov �'�C.^. Oi �he : Jri��3Ct1riQ Dd� `�?S. vo c_aim �or �.xtra :verk �� any :t_�d wi1� be a� I.cwec �::__ss oruer�d in writing �� t:�e Cwne*-. �n C3S2 any or��rs or _ns�=sctions, ei`ner �rai or wri��=�, :pD?3r =� thz ^;,r.��c�or La :zvo� va Extra svor:{ Eor �� _c^ he snculd _=c_ _,�a comce�sation, ne sha;i -�aka ��rr:��.=n _zques� =o �7e =^c±_.�nr ��r wYi�t�n orc�rs a��ncriz�_^.c ��c:� ixt=a Wor{, ___„_ �� U2Qi.^^iRQ SUC:Z �a�r;c. :;�ou=d a di � Ferenc� a= ise ,�s �� .�har_ .xoes or 3ces �c� cons��tute �xtra i�or'�, or as to `::? �aymen� c:�erzoL, �r.d =ze Gi1Cl�eer 1T1S1StS I1DGfi i�S 02L"L'Cr'c:1C�� `_ilE' �.Ol7tidC_�_ �_.�i1 oroceed with the work =_tter maicing �arit�zn request �or ar:��n orde�s and shall kesp an accur=_�z accoun� oL �ne ac��al reasonable cost thereof as proviczd undzr metho3 (Ice:n ��. ��ai.�ns for axtra wor{ wi11 not �e pa:� unless the Cont_�c��r snall file his claim �ith tn� Owr.ar witZin ,`iv�� ;:, , �- vs befora the time For �naki�g the first estimats after sucz �or'{ _s dc�e and unless t:^e c?aim is �aoyorted bv s?�i_L,c��r_, vouc :ers and certif:ed payrolls covaring� all Lacor �nd mater�als expended upor. the said Ex��a Wor'�c. The �ontractor shal� furnish the �wn�r suc.Z instaila��on records of a11 deviations Erom the criginal Contract Docume_^.�s a.� may be necessary to enable =`1e Owner to �re�ara ��r �_ permanent record a cor�ected set o� �1ans showing �he act�.:a1 inst�?lation. i�' ► �T The c�mpensat ion ag_re�d upon For ' extra wor�c' whether or :�ot iniiti3ted by a'change order' sha'_1 be a fu11, comnl�t� and �ina� �ay:nznt E�r a1L co�ts Cont�actor i:�ctir� as 3 C�51L� or rPlat:ng to che change or extra wo�'{, whether said cos ts 3i � kr.own, �inknown, forzseen or unfores`en 3t that time, ir:clsci~�g wit'zout limitation, any costs for 3e13y, ext�nded ov�rh�a�, rippl� or impact cost, or any .o`�er �aLfect on czac:ce= or uncnang�d work as a r�511t or tne c'za►1•^,e or axtr� work. �_�-4.6 SCFiEDULE OF OPERATIONS: BeFor? commenci.za a::y w�r�c under tnis contract, t:�e Contractor sha11 submi� to �he Owr.�r dRd r2Cf?iV� �i1C Owner � 3 dJ[�COV3I ther80f � 3"SC(1@C1I? �� OpPra`ions," sliowing by a straigh` tine method the �3t2 of commzncing and finis:�i�g each oE the major ele�nents o� :he contcact. Ther� shall be �lso shown �� estimated mont�:ly C�St �f work fOC whic:l ?3�i�nat?S 3r? t0 be �Ky.��CF?cl. T::�'? ;:4-� ( 3 ) LJ � =�a�1 be gr�sente:: a�- � ��`ici a a r�r.,� _ ��v si� �,- ` p t a ^ r'ss .,- c�ns�ruc�c `��acc s^�w_ . �_ot�ed 'ncrizontaily �n� r ''On �ic'1 t�� _i�;�^ J�- �=r�ically. The pro�r�ss ='�e`=�e_��n�age oF c��noi��_on � � _-" snee�s and a� ip �`_�ar s s::�11 be or��ar�c .,.. �_ "�� L Sn L 3S ` _ � Va �1c` { 01 � y ^. � ` � .�.c �il fll �Q �.� �`.Fl� 17WC1�� , OL' 1 �:i? � r�ii.`_:. � -- :i,� C=-4 7 P�CGR _n *- �.� ESS JC:i� -� C:�� R r�C_TLITIES wic :ir. �e ( � � FQR :vAT �ND SL;G�;� pT •,-.� - i_=�t � - days �r� - l ��- ' mon�:ti.; ., �r � �or co su�.:�_ss�c� - pr=p : r�g .=s �ay;nent, Ltie Con�� v_� L Y are anc submi � _o `:j? ,? - � c � ;, r ; _ _ - t::� schedu_? ; • wner _or �porovai ; -.� : •� _ - �:�= WOI'+C �;tiP 1� � ��LC�' � "� �.O12t�cC _CC �L' �-;{ � ��=_ _ _ - � a ��`2 :,v(� C �c, OOOS�S _,. c,i - aC=�V��1eS (1:1C�1C1:.0 :`rn .� �f��?� ��ryi. C�'1� 3��T= - ....T7 '�C'��1Ti2I1L ) �I1C �.`12 C�� ` "C L' me�t �L :?1c3L�r�� V�.�^ _ - `1 S ,..� � �.".iD_dt2<". :,: � - '` "' ---�- �. . The schedul? st; ? i �e ' `,,� `� � �°r co;��'_�=__z� - - �` a ,., orm � _. C� :�ical P=_Lh u�thod - � L.. . of a �:.,,�e �c�e��::.;� � pr�gr�sses �. "-2'�; n�twor't �iacram. , tre ..ontrac�cr sha11 � on `, ea�; _��_ '�'= < ac��a1 orogress at c:�e vr Rt=r "� �_ ..��m -,� or 3t �nd � eac;� �a.rti�.l ..'" such intervai s 3c ' T. � _ paymen� ��-_� Cor:�rac�or shall i ui-ec..ec bv the Eng�::eor, �,;� a a_so ��vise the sc �edule �o i=�, ad�ust.�nents i:, contr:ct t;me �e�� -" Thr=� p � app= �ve� oy the �,.� :zeo_ _- suc:� i�tervals�as�e; �"°daL�Q `c!�edule shall be de� �verer = � ^ -� _c �zd 'oy the o - _ � Owr.�r , , As a,ninimum, t;�e �onstLuc�ion sc:��duiA shali incorpor��= all work elements and ac�i �- � * and in the technica.� `"i`ies ind�cated in the �rcoosa_ 1i specif:c�tions. Prior to the final dra�ting oE the detailed cons;.�1C`�� sche3ulA, the Contractor shall revi�w wit:� the �ngineer to ensure the Con`ractor'srun3e_;tanc`;:;� of t'�e contract r�quir�m�nts. � - _ The ��Zlowi^9 9uideliZes snall be a�hered to in D��Dc3C'_:1C the �onstruc�ion schedule: �• Mi.Lest�n� d�*zs and final oroject com�l�t��.� dates shaLl be d�velooec � � ' constraizts, se�u�ncin� t��u�irPrn zts �a,1� com�Ieti�n time. �. The construction proces,; sZail be divided in��: activities with ti�r,e durat�ons oi aonroximat?? �- fourt�en (I4) days anci cons�ruction values not �o exceed $50,000, c^abrica=ion, delivery and submittal .3ctivities ar� exce�tions '-o this guidelir.e. .. C4-4 (4) L� �' _ . - • `_ • - � - �iuL.�..�i��s -J. 31, .7e � 7 '�nC1Gi �aCl�� :;�• ^�i`_�G� no� _-�aVs zn� -�ea�zer conc_ =�c.^.s �ve= _^e cu� _ __c- o= �he cont_,c� �hal'_ ce :._��n�:� =.,r wi�-z--- _=�= " duration �r ��c"� �ct_�, i'-_ . _. One cri'�i=�1 �at:� s:a'_; ��e s:^:,wn .,.. �..- ' cons`�uction �c:^.��ule. �. Float time -; :eFine� _:� �::e a�c�^t o� =_:n� , b� t•�eer. t!�� ar _ i es t s t,_ t �a �e anc �:��_ �.: ��- star` c:at� �= a c!�a�Z o_ ac-._vi��= :,_ �:-:e ,.?�� ►' conscruc��on �c^�dule. �'_��t __:�e ; s :cc =or _.._ r, exc'_usive u=� er oenef�.� �r _i�;:er =..� C�n�.�=c�.._ or t:�e Own�`r . � . Th i� �� day= �ha � 1 '�e us�d =�r �ubm_ =��GL - ��/ -'��N ' unl�ss other��_sz soeciLiec. i"7e C.^.C1S�T'llC�lOri SC:^.�.^.�ll�� sha11 :s �^�if1lltl�=.:i %" C-"J=:�= , :.tlt0 C�ri�Cdl categori�S 3S 1I1Q1C3��G it'1 �:1e ?'-ODOSdt di:�� T�c`�n'_�a? Soeci`icatic:�s 3:rIC1 e3Cti'1 C�:lZ:3�. Cdt?cory Sildl� .:e �rOK�?.^. c'10W[1 1C1t0 dC��:L�«S i:1 n�Ol1C."! ;ZLd1� �O �C::��'.` dC}'_V� �1.?S OL approxi:Tic��l'� iOtl� ��e.^. i�-) :BVS �t1�aLiCC�. FCr �3C:� genei3l C�tECOi`�, til� C^[:St�':C�lOt7 SC_^,�Q'.1�? Sc1d' _ icent:t� all trades or �u�con _ra� �.: wh�s� work _ � ' =aor:�s�nt2d �y activ:=ies �hat rc�lcw _he gL:delines o� � this �ection. . For ��c.". of the trades or subcont_ac=s, the �on��rac�ior schec�le shall indic�t� the fo_�owing grec�lr2;r�e:��, const�-ucti��n an3 �reacce�tancA activities a;:� �vent� i^ _ t!�eir �ogi�:al sequence =or �quipmen� and ,�at�rials. L. �YzUaration an3 tr=n��ittal of submi�tals. ' 2, S�sbmi�tal revi�w ��riods. � 3, S�og Ea�ricati�n a:�d cativPry. ,, 4. ��=ction or insta_1ati�n. 5. Transmittal o� manufac��r�r's o�e=atio� a^� �naiztenance izstr•�cti�ns. 6. Izstalled equi�ment and +«ac�riai� ��s�ing. 7. Cwner's cgerator :.�st_uct�on (i_`. ao�lica�l_). �, 8. =�nal insoection. �� _4-4 ( 5 ) ►_, �f � cn � Ilr..��i � _ � 0 _ _ 0 � �i rr cn rr ui �,� �"G :r�'p� � n N N F,. (D ;� • ,-t F-� �.� rG � A. rr , ry r� �'' �' � N n �-' r� t�. ��• �� p rn'U (� q rt� r� N U ;J N a a a� rr I�, C� rr ►-� • a- • (D tt Cl, Q: w ni '� �� N V �' '7 R � n �� .� r• � w ~� •� � :7 U a' fL� UUI, r1 U1 1 ' • � 1 � r• rn U rt r• � �u��nn �q C) �,. CL � ry. �r ffi �t7 u, p �� ~ �G '� f) '� � �• U n F,, �:• � G rr �� t!� � 'T p �j rr �r (y' i-� F' •-� �... ci � (I� n (U :.s (1: (U � i r p_ :-�" � C � i � (L �U rt �; « �� ;�- p -' �.,. �... r-� (U � l ;} %i' � � U � � <' �� (U I' :l � �� i � IU � t IU :.' � � ui � C :) �o C-� rt O ;3 ui �r p, U. r� c t-� o:,- r,, w n:r n �u �� u �� a n, �� :�� m r, :�� . ' � :� � i r (D � t�. F,. � � � 4 rn � rd a � � C�' :] S� � � o��cio�`D�`a��- 'O �j fA � �n �L �) �U (ll (U �� ID r' (D W �� rt �� rt C7. , F'' ��c (D O �'� F�� c� Q c) U, �O �.'`J �() f Ul '.J � � U. :J' .`_7 r� n �(�p � W r�,. :3" N` � U' (U 1-'. a ao �nana,�m�rG k�y (1 p, W r�-,� G� � G n n i'• � p� a�' h-• f.,• N fD G ��- � O a" �Ti ;� �r 7� r,� O :� (u n (G �'1,,�1 � � �� ' ii C: �p �.r �L () �O �. � t... �t- :T fi ; 7" (i ;J O 1.. �� r�• (D .�cu�� u,r��v W �� c� n U Q, G iU �.� ,ti U �1, � t: �() r- � � '�u (G v a () ►.., p- U � 7 � J1 rS ( r C�� 'J � r (ti r� tu �� C) O�S � 4� 'D F'' r� 'ti U' �A W ft' . Ori� ~ rt a a�1 �' r'S � U i) �U I-•- (1� a O�ll /L 2. F', � h rti `� � !'i O n N rt W '�J �t rt c� £ ' ' rS p T" O N(L U� c�' C) rt N,-i �-i A� U,U n ,... n � �_�. � r�� y �O u', �U cn �1' :l" p� (n r'f � (n :T C) C) U� (D �<; i� �: U U' ln pi � :J' 's rt `o � • �. �� n��. �) � s N fD O r. O :t� iii �) iU � (n (� � 1 f, f.. (U �U ; � � .. i i (A �c1 t. O lL p� �� u1 C� cn � t�; �� p� t�, �. C1 � i�. (D � O �j il '1 �r�'�F�' �� (1, i� (], �� S n iU r h(U jU ,, t... . ti i. ii ;� �� , �u� �� ' �� .) I,. U� �� l• �. :1' G ::' O, (i f r (1) :7 !) �... (G ,-� ;I� «, .:) U 17� � :� U� �-� �� a r-' ,.. � � i� � n fT r-• O � � � � `rr� ~.. +.� . \ :J � O r� m �y � (1 r •- O a � r � �� i� tn rr ��;. �� i,, LJ r� P�RT C - GzVERAL CONDIT�ONS C�-� CONT�CL OF WORK �N� MAT�R:.�LS SEC'='T_ON C5-� CONTROL �F tAOP.K �ND `��TLRIAI,S , CS-= . 1 AUTHORIT" OP �NGINEER: ""� e:aor�C sha__ be ger�or:ned yc the 1satistaction or �ze �ngineer a:id ;n st�ic� corapiianc� wit:� � the Contrac� Docume�ts. He sha;l decic� ��_ questions wnic:� ar'_se as ta the c•�aii�y and acc�ptabil�yo u� mater_a's �� fur::ished, work pe=�crmed, rac� o� orograss oL �he wcr'{, overall sequence oL =he construc-.ior., inter�retation o� the Con_�act Docsments, acceptable �•.:L=illmen� ot �he cont�ac�, • comnei�sation, mutual _ignts between C�ntrac�or and Owner under these Contract Doc:::�ents, super-J;sion or the work, resumption ` oL oAerations, and a;� other ques�ions or di�putes wnic:� :nay , ar:se. Engineer :�:11 not be�r�spcnsible -or Contrac�or's ;neans,,methods, te�hniques, saquences or procedures of ►= construction, or t�:� safety prec aution and �rograms incident thereto, and he wi?_ not be res,�onsible �or Contractor's f`' fai;ure to perform �ne work in ;ccordance :aith the c�nt�ac� documents. He sha11 determir_e the amoun = and qual=ty of the work comDleted and mater:als furnish�d, and his decisions and estimates shall be =inal. His �stimates in such event shall be a condition to the right of the Contractor �o receive money due him under the C�ntract. Th� Owner sha?1 have execstive ►- aut;�ority to enforce and make ef�ective such nec�ssary decisions and orders as the Contractor fa_ls to carry out (� promptly. In the event of any dispute between t:�e Engineer and Contractor over the decision of the Engineer on any such mat�ers, the Engineer �ust, witzin a reasonable time, uncn �• written request of tze Contractor, render anc deliver to both the Owner and Contractor, a writ:ten decision on the matter in r � ' controversy. CS-5.2 CONFORMITY WITH PLANS: The finishe� project in all cases shall confor:� with li�ne:, grades, cross-sec�ions, finish, and dimensions shown on the plans or any other requirements otherw�se describec. in the Con�ract Docum�nts. Any deviation from =7e approved caontract Doc�.iments required by the Engineer during construct.ion wi11 in all cases be �-- determined by the Lngineer anr authorizec by the Owner by Change Order. C �' C5-5 ( :. ) V CS-� . 3 COORDINATIC�t Or CO�ITRr�'�' �OCJMENTS: The C�n�_ac� �oc�ments are rnade '1(� o� sever�l sec�ions, which, _�;cen �OC� =!1er � �i� 1IIt.?I1GeC �O GESCi:.^.@ �AQ Z.7rOV1Q2 LOi '� �.^,Z1D�@t� 3L1C :1S2Llll Dr0]E.'C�� ui.Cl 3I1V ��QC:l�''cII'IE!1tS dDDE?3i?P.Q 2i. 0112 OL �he sect=ons is as bindinc as �hough it occurrec _.. a11 �ec�:ons. In case o= discre�anc��s, f�gured dimensic:. s:all �ov�ra over scalec dimension=, �ians shail gover:� cver spec_ficaticns, snec=al condi�.ic^s s�ail govern ov2r ce��ral concitions and s�ancar : sp��ir��at:ons, and quan�itie� =:.own on �^e plans shall covern over �:.ose shown �R t�e oro�c�al. 'T_'he Cont�ac�or shai: not tc`'.lC2 ac��an�aae or ar��r anpar�r.� �r_or or c:nission ;n the Ccntract Docunents , and t'.^.e Owner s:a:_ be �er-iitted �o make s::cz cor�?c�ions or interNr?+�ac_on� a� may �e �eemed nec�ssary ��r t:�e r11f�;I.ment ot the intant or t::e �on�ract Doc sments. Ir. the eve�� '��e Contractor 2iscovers an apparent zrror or discre�anc�*, he sha11 immediat?Iy ca'i �his concition to the att�ntion oz tr�e Er.gin�er. In tne eve::� �L a con�'ict in the drawiaas, specifications, or other oor_:on� of tne Contract Documents whic:z wer� r.ot reported orior *o the awa=d of Contract, �:�e Con�rac��r sha11 be deemed �o �ave quoLed the most expensive r�solu�ion oi the confZic�. C5-�.4 COOPERATION OF CONTRAC'^OR: The Contractor wil: be �urzished with three sets of the Cont=act Documen�s and s�al.l nav� available on t::e s� te ot� the project at ail ;.imes �ne set of such Contract Documents. The Contract shall �ive to �he wor� the constant necessary to facil.itat� ":�e progress th?reof c000erate with the EngiR�er, his inspector, Cont=actors in every �ossible way. at�en�ion ana s:^.all and other The Contractor shal' at all times have competent personnel ava=lable to the project site fcr proper performance o= the wor:c. The Contractor snall provide and maintain at aiI �imes at the site of the �roject a co mpetent, English-s�ea{ing superintendent and an assistant who ara fully authoriznd to ac� as the Contractor'� acent on the work. Such superintend�nt and his assistant shall be capable of �eading anc understanding the Contrac� Doc:zments and s;�all receive and ful�ill instructions yrom the Owner, the Engin�er, or his authorized representa`ives. Pursuant to this responsibility of the Contractor, the Contrac�or shall designats in writing to the project supe=inten�e:nt, to act as the Contrac�or's agent on the work, Such �:ssistant oroject superintendent shall be a resident of Tarrant County, Texas and shail be subject to call, as is the �roject Superintendent, 3t aay time of the day or n igh t on ar y day o f th� wee;� on wh ich the Enc:neer determines tha� circums�.ances require the presence on the �roject site or a raoresentative of the Contractcr to C�-5 (2) J �� .� adecuately orovide -or the sa= �-�� or cor. :-e:�ience cr �:�e ��a�eling oubiic or �ze owners c= �roQertj: ��ross wn_ch �he �ro��ct ext�nds or �^e safery o= �roper�t% c�nticuous to `r.e ,,rp�Zr+� r'OUt�:1CJ. ^';Ze :,ontrac�Or sha;; orovi�2 3_� -�C:? �.�lE� t0 @I73:.12 �:12 �na:aeer dl1C 111.5 1^s�ector tC ?:�d!i11:1A 3:,- L[1SD2Ct �til@ work,�anshi*� and mater:als �nt�rinc _:�o �`�e wo=_t. �.5-� . 5 EMERGENC" e��/OR REC'^T_F;�?_':'TON •VOK�: �ahen, _n =he ;n o-- - �� or em�r�enc_ �`� opi-:ion o= tze Owner or �ng�..e�_ , � conci�_ � e�i_ �s relat�d to an�- �art oL �::e �c_'{, _::e ��::�rac�or, or _`::e �� .on=�actor �zrcugn _._s des��r.a=ac �eor�s� :tat�ve, s; ai_ , �as�ond witn disgatc^ �0 3 V?Y�73` I'�cues� :nac_ by t�e �wner cr �nc:aeer to allevi�t� LZ2 ema�ce:�cv conc-=ion. Suc^ = � -�s:;onse shall occ�= day or ni::z�, wne�:��r the pro�ec� i� scheduled on a caiencar-day or on ;�or:cizg-da•. basis. L; - �hould the Contr3ctcr �ail to r�s�ond *�o a=e�uest L�om �he �� na_neer to rectiz�� any disc�=oancies, �missions, or corrections necessar•� to conror.�c :��n tne r�c;:ir�ments of t:�e pro;ect specifications� or olans, =:�e �naineer shall give �!�e �' Cont�actor written :�ctic� that s•ucn wor'.c or c�anges are to :.e oer��rmed. The writ��n notic� sha1; direct a�tention to �:�e discrepant condition and r?qu`st the Con=ractor to `ake � remedial action to c�rrect the condition. I� the event the � Contractor does not take posi=ive s��ps =o fulfill this writ�en request, or coes not show just cause for not taking 1 the �roper action, �ithin 24 hour�, the Ci=y may take suc:� fremedial action with City forces or by cont=act. The City `' sha?1 then deduct an amount equal to the entir= costs for sucz rzmedial action, plus 25$, from any =snds due the Contrac�or �' on `'�e project. �_ �• � I C5-5.6 FIELD OFFIC�: The Cont�ac�or shall provide, at no ext�a compensation, an adequate �i�Id of�icn for use of the Lng�zeer, i� speciE�caliy callec For. The f:eld office sha11 be not less than 10 �y 14 feet iZ rloor area, substantially con�tructed,, well �eated, air conditione�, light�d, and weat':ier-prvof , so that documents wi1l not 5e damaged by the eleT�ents . CS-:.7 CONSTRUCTION STAKES: The C��y, throLgh its Enginenr, wil� furnish the Ccntractor wi�h a11 lizes, grades, and meassrements necessary to the proper Qrosec�tion and cont�ol of �`�e work contracted for under tzesz Contrac= Documents, and 1in es, grades and measurements wi11 be estabi:shed by m�ans of stakes or other customary m�thoc of marking as may be found consistent with good practice. �5-5 ( ? ) �� These stax�s or ma=kings shall �e �at sutf�c_�ntl_v :� advanc� o� �onstruction o�`rations to avoid delay. Sucn ��{e� or �a=:tings as may b� as`ablishec `or c�e Cor._=actor'= �se �� gu_�ance snall be � � eserved bv �n� Cont� ac =�r un �'_ _:ze i. s au�.zorized by the �..gizeer �o+=amcve them. �henev?�, :n L�e op_�ion of the �.'1C_:1e2'_", any s�ak�s or maY:cings :��v� �eer ca=�les�ly or wi1�=:�1iy destro�•�c, distur�e�, �r =?:�oved 'ov `he Concr�ctor or �^y or nis e�picyees, _^� �ul:. ��s� c� re�iacing sucn s�_;ces or mar:•:s �1us 2�3 -�i1i o� c:.a��e� �ga�nst t'�e Contrac��r, and the =1i_ �mount �N:�i be �:ec��c��c irc_,� D3��CR@!1L due �h� �ontractor. C 5-�. 8 AUTHORI'^`' AND DUTIE� OF C?TY I�i�?�'C'^pRS . ��_ �. Ins�ectors �ai11 be �_thcrized to _as:,ec� all �.�or:c do^e �nd �c be done and all :��cer�als fur::is::ed. Suc": if1SD2C�'_Or, :nav ext�:�d to all or an�r part of t?�e :�oric, and t:. _�reparat_cn o= mar.ufactur�ag or t�e mat�rials �o be used c= eczuinme^� �c oe ins�alled. � Cit� =�spector may oe statione� on t!�e wor:c }o repart to the EnQi��er as to th� progress oL �he wcr{ �nd }hn mar.ner in »•hich i� _� �eing oerfc_�ec, to re�.;r� any ��:cenc� that the materiais �eir.g furnished cr the wort �eina �e=�or:n2d by �he Contractor =�iis to ful�il? tne req::�rements o� t;e Cor.tract Documer.�s, and to ca=i the a�=ention o� =he Contractor to any such failure or other inL=ingeme_^.ts. Suc:� insoection or lack of inspection will ^ot rel=eve �ne Contractor from ar.y ooligaticn �o perfo::n the wor'.c in accordance with tr.e reQuiremen`s of the Con�r3ct rocs�ents. In case of any dispu`e arising bz�ween the Con�ractor and the City Inspector as �o the mater�als or equipment furaished or th� manner of perforrning the work, the City� Znspector wil= hav� authority to -�ject mater'_als or �quip:nent te suspenc wor'� until the Qll'�s�ion at issu� can be re��rred �o an3 be decided by the Er.ain�er. The City Ins�ector wil� not, however, be autnorized to revoke, alter, �nlarge, or r�lease any requirement �f Lhese Contzac� Documents, nor to aoprove or acc�pt any portion or section o� the work, nor to issse any ins�ructions cont±ary to the _aquirements of the Contrac� Docsments. He �ail' in no cas� act as su�.=_r�ntendent or for�man or oerform any other duties f�r the Contractor, or int�rfere with the .«anagement or operation oL t!�e work, iie wi=1 not accept fr�m t!�e Contracter any co�n�ensation i� any for�n for oerforming any duties. The Contrac=�r shail r�gard anc o'oey the direct�ons aad ins`=uctions of t'�e City Inspector or �ngine2r when the same are consis�.snt wit:i the obligations of the Contract Documents, provided, how�v�r, should the Contractor object to aay orders or instr�lctions of the City Inspector, the Con�ractor may wit�in six days mak2 �ritten apoeal to the cng:_.eer for his d�cision on the matter in controversy. CS-5 (4) � CS-� . 9 I�ISPECTION: ^'he Contrac_�r sna11 �ur-:ish �he ?ngineer wit:. every r?asonabla �ac;lit� �cr ascer�aini::c whe�her or not t:ne work as oer�or^�ed i� in ac��r�anc� :�it^ _he raquir�*nents or �Ze �ontract Docs:,ients . I� �:�� ngineer so � eaue� �s , �:�e Conrractor s�a11, a� any time cefore ac�eo�anc� or c::e �aerk, remcve or uncover sucz nor�ien oz �he i �nishe� wcr:c as :nay be 3i==cted. �iter examination, �:�e Contract�r shali _escore sa:c portions of t'�e work to th� ��andard ==cuired by �ne ConL�sct Documents. Should the wor,{ ex�osec or exa�in?d prove =cC?DC3D_Z, �ne unc�vering or removi::g an: replac-na o= _:�e ccr�ring or ma{�.:c ' gocc of the par �s r��oved shail �e �aid for as estra wcr:{, but shcsld be °.�ork s;. �Yposed o� �xa�ine; �rov� �.o be unacceptable, the u::cover�;�a or _�movizg 3riG =�;� re�lcCi::c cz , a11 adjacenL defec�ive or damaQec oar�s �:�ai1 be at ��e � Con�ractor's expensz. vo wor:t shall be done �r :nater�a's used wit!�out suitsple supervision or i:�spection. r� C5-� . 10 REMOVAL OF DEFE�TIVE AND UNAUTHORZZED '�TORK: A�? worK, ,. :naL�rials, or equipment wnic� zas been re_ac�ed st�a? � be remedied or r�moved and replaced i:� an acce�table manner by � the Contractor at his own expense. work done �eyond t!�e 1�nes ana grades given or as shown on the plans,.�xc�nt as he�ein specifically provided, or any Ext�a Work done •,�ithout wri�ten authority, will oe considered as unauthorized and done at the expense of the Contractor and wi11 not be �aid for by the �` Owner. Work so done may be ordered =zmoved at the Contractor's expense. Upon the failure on �he part or the " Contractor to comply with any or3er of the Engineer mace under the orovisions of this paragraph, the Engine�r will have the autzority to cause derective work to be re:aedied or removed and replaced and unauLtz�rized wor� ta he remove3, and t�e cost tnereof �nay be deduc�ed irom any :�oney 3uz or �o become due ta the Contractor. Faiiure to require the removal of any defective or unauthorized work shall not cons�itute accentance of sucn works, L CS-�.11 SUBSTZTUTE MATERZALS OR EQIII�!riENT: If the r' Specifications, 1aw, ordinance, codes or reculations permit Con tractor to furnish or use a substitute tha` is equa� �o any matzrial or equipm�nt specified, and if Cont:actor wishes to furnish or use a proposed substitute, he sha11, prior to the oreconstruction con�erence, ma;ce written application to � ENGINEER for aporoval of such substitute certiiying in writing that the proQosed substitut� will perForm adequately the functions called fo r by the general design, be similar and of '- equal subsiance to that speciFie3 and be suited to tne same use and caQable oi performing the same �snction as tnat r' specified; and iden=ifying a11 variations or tne proposed CS-5 C5) � � �- aJ sucs`i�utz from t�at specified a�d indic3ting avai�abi� �ai^tenance servic`. vo subs=it��e shal'_ be ordered or � ins �alled without t := �rrit��n _a��roval or Enci :e�r ;ano ai�? �e � the judae ot the ecuality and �a�. requir� Con�rac�or to � �ur^ish such other �ata about ��e �roposeG substitute as he con=_iders pertinen�. No subs=it��te shal: be ordered or ,�,1. ins �a11ed without suc:� per�or-:�nc= auarantee anci �oncs as - Owr.�r may �e�uire w�:ic:: sha11 'ce =•srnished �t Con�rac�or's �x�ense. Contractc= s��a11 :nd�-�n'_=1� and 'ne�a harml�ss �wner � 3I'iG �nginee� and 3T_OLl� C11�eCL__ C= iIIc11�A.^.=�V emolavec :,V � 1`::er OL �.:�em `rcm 3I7Q dQa111S � t:^.� C� d1iT1S , namages, i^�S�2S 3I1G ?YDe:1S2� � 111C� 11Q:1Q �ttorneys �e�� ) 3r1.S1^C OLit OL �I;e 1Se � or _=ubstit::ted mac�r_a1� or equip�:en�. r: CS-= . 12 SAMPL�S aND �'LSTS OR ySAT_RI=1,S: Wher=_, in t:ze ooi:,iar. , ei �ae Engi:.eer, or as c�lled for ir. the Con �� ac � Documeats , � tes �s ot materials c� equipment �re �ec�ssarT� , such t�s�s wi�? oe zade at `�e expense or and pai3 ior direct to the tes�inQ agency by �ze Owner uniess oth�=wi�e speci.:=ca1.1y orovided. � ':he �ailure of the Owner to make =ny =ests of �naterials sha11 be _n no way relieve the C�ntractor of his res�onsibili�y of fur-:ishing materials and equipment fully ccnforming to `he recuirements of the Contract Docsments. Tests and samAl.inQ or � �nat�rials, unless otherwise sgeci�ied, wi11 be madeJ i:� acc�rdance with the Iatest methcds �rescribec by the American -� Soc'_`ty for Testing Mat�rials or specific requirements ot the �� Own�r. The Contrac�or shall orov;de such racilities as the Eng�neer may require ior collecting and forwarcing samples ana ,� sha�l not, without specific written permission of the + Enaineer, use the maLerials represenced by the samples until tests have bee:� mada and the maLerials approved for use. The Con�ractor will furn�sh adeguate samoles without charge to the �' Owner . i,� In case of concrete, the�aggreaates, design minimum, and the mix�ng and transpor=ing equipment shall be approved by the Encineer before ar.v concrete is placed, and the Contactor shail be responsible �or replacinc ar.y concret� which d�es not mee� the requiremen�s of the Contract Docume�ts. Tests shall be .�►ade at least 9 3ays prior to the placing of concrete, usi:�g samples from the same aggr�gate, cement, and martar which are to be us?�i 1at�r in the concrete. Should the source of supply change, new �ests sha_� be made pr;or to the use of the new materials. CS-�.13 STORAGE OF �iATERIALS: All mat�rials which are to be 0 uszd in the constr.uction operation shall be stored so as to insure the preservation of the quality and fitness oP the work. Whe:� directed by the Engine�r, th�y sha11 b� piaced on wooden � pla�farms or other aar::, clean �iurable surfaces and not on the � C5-5 (6) � � l grcund, and shall �. ma��rials shall b oro:nDt inspection. V �� b� �laced �snder ..�ver ;�he� �ir�c��d. ��rec e�Iaced and ioc��ec so =_s to =�c__��ate C5-� . 14 E�ZSTING ST3UC"'URES aND U'"TLImT_�c; '^`:;e �oc��:or. and dimensions snown an �ze P1an� rei�t'_ve co eY:s�ing u�:__��es ar� based cn the bes` infor:�aticn acailabie. �nissio:. =_�m, ..� the inclusion of uti=ity icca�ior.s ::n t::e P'_�ns �s ^c� _� be cor.sider?d as the ^enexi�tence e�, or a �eT_::it� 'cc��:c:. oL, 'x:sting undercrounc uLilit�es. T`:e lcca=_on ��= ..._.^.�� as Illd1:?S � ;J3t2r �1�1L1S � C011C'11.`r= � :2iAc= � ::i�S _^G 52'_"� _.^_? �_?7ec LOr dll. Ut�:1t1.eS� .�=tC. � 1S '1^:{:':OWIi �O �::� .7WI1�=", =!1C ��72 OWLl�r 3SSllf1eS :?O r?�DOriSl�'J11L�V =�r =a1�.':�� _.. SriCW .�. _ �� 3�� suc:. structares and ��ilities on _`�� ?lans �� =c ��ew _:�e:� i:: their exac� locatior.. I� is mut;�al�v acr�ed �:�at sLc:: =�:�ura ai�_ noL be consi�ered sui�ic:en� �asi� =or c?a::�s ror acc�tional compensacion tor Ex�_a .�lor{ or =�r incrsa�i^c che oay quantiti�s in an� �nanner whatsoev?r, u:�le=_� an o�s `= u� ��or. encountered is such as �o necessi �at� cnanges �.n the :�:.es and graces of coasiderabl� magnitsde or =eaui�es �:�e bui'_�ir.c oL special wor'.�cs, ?rov=sion for whic� i� noL �nac` :n t"e ��nL��c= Doc•.:ments, in whic:� �ase the orov�.sion i^ ��ese C�nt=ac� Doc�.:ments for Extra .�7ork snai.l aoQl� . It shall be the Cont�ac`.ors respons;bility tc veriiy _ecac'_ons of adjacent and/or conflicting ut�Iities �af`iciz::L� •r in �. advance of construc=ion in order that he may negot'_ate such local adjustments as necassary in �:�e constru�tion ��rocess to �� provid� adequate c?aarances. The Contractor shall =ake a11 necessary precautions in order to prot�ct all exis�ing utilities, struc��res and servic� lines. Verifica�ion o= existing utiiities, s`ructures and scrvice li:_es sha11 inc;ude notification of a11 utility companies at least f�rty eignt (48) hours in advanc� of constr�sct�on incZucing exploratory excavation if aeczssary. ALl verificat:on of exis�ing utilities and their adjustment sha11 be considerec as c subsidiary work. r� CS-�.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the norma� prosectsion of . work where the int�rruptior. of serv'_.:� is nec�ssary, t:�e Contractor, at least 24 hours in advance, szall be r�quir�d to: � L r 1. Noti�y the Watar Depar�men�'s Distri'nution Division as to 1oc3tion, timP, and schedule of service interruption. cs—� c�� 2. vot� ='I each css�omer oer�onally� `hrougn resoc�s��i` oersenne? as �c =_:ne artd sc:�eduls of t:� �zt�rrunticr. oz �hei� s�Yvice, o� 3. In t� e event that �ersonal _.ctif ication oz a c�sstc.:.er cannot �e made, a ��pare� _ag �or:� shai'_ be attache� �o the ��:s�omer's �nc=anc? door :{nob. The �ac sna�_ be dar�b_� iz comr�c��.�:en, and _._ '�rge �oi� =ype sha_1 say: ��10'��C�� Due tc Jt_�.ity imprcv��eRt in your neign:,ar"ooa, :TOL'= ( WcL?r ) (sewer) 52�V1C� W11� C� ir�ter- = �lUteCl O[1 ti'JEt�,J2?r �ae hours os a::ci . m::is inconvenience wil� be as short as �ossioie. Thank �ou, ConLrac�or Address Phone b. Emerqencv: In the event that an �snforeseez servic� interrup��on occurs, notice shal; b� as a�ove,but immediate. C5-5.16 MUTUAL RES20NSIBILITY OF CONTRACTCRS: If, through acts or neglect on �he part or the Contractor, any other Contractor or any sub-contractor snall suf�er loss or damage on the work, the Contractor agr�es to settie with such other Contractor or sub-contractor 'oy agraement or arbitration. If such other Contractor or sub-contract�r sha11 assart any claim against the Owner on account of any damagz alieged to nave been sustained, the Owner wi11 notify the Contrac�or, who sha11 indemnify anc savn harml�ss the �wne= agains` any suc'� claim. C5-5.17 CLEAN-UP: Clean-uo of surplus and/ar waste materials accumulated on the ;on site during the prosecstion of the work under these Contract �ocuments shall be accomplish=d in ke�ping with a daily routine established ta the th� satisfaction of tae Engineer. Twenty-��urs fours aFter written notice is g:ven �o the Contractor that thz clzan-�sp on the job si�� is orece�ding in a manner unsatisfactory _� tne Engineer, if the Contractor rails �.o corr��` t�e CS-5 (8) C: f1� • • Ql O =i �1 tn .0 ••� � U l� .1� 11 �� •�1 Ul � O (1 U �� i) IJ t � .-1 c: N U �> c: c11 q� U �7 f� �i :�'[) •. � �� .� f u) 'Cf r •. � N a� � ��, � .0 � O O U .ii U in U Q) �H' cll U) S: �n .O a) �-+ -v �v x �, o m p {-; N .iJ .� � U • � � ,-1 S-� ��O Sa n�O 4i J 1 ( ) �; ,, - a� .., c'_ �i `�� c� 'U ,..� �d � �� U N C U iU � U� O �d ••-� G � �V�� Q� (ll U � . o., s: a� � � a� ,.-� O ��,p�ti�, ,41 E: � � .c; �� oa�`d�d �'d N � N Qr � � S.� •.-1 � U �, 41 U O � i� Q) � Cj q r, u� N 41 t� ..+ 4J � ,b U tT •�1 � 1-� w C f: V Q t� .'-{ � � � r, � �� .s' U i 1 11 rU I ) ., 1 • I .0 v� �u �ti rd [ C Ul N [ -� O :y rt1 'U rtt �n U 5�'if 'U 'Ci Ul :•�'i� N Q) �A't1 tn U) .<) �; c: Q) ;i! ,. � C .t) S: .-1 C: c� .� C� ��t �S 't� y� �) F� �� rtl .. i� i 1 � � tU ! �' � 1 � S-, U) s; n1 V,�� .. 1 �-� �� rH O � U rd U r S.� r-1 �d �� QI �� 5 r. `�� ..n •.; c� n� •r a� �-.� o� c) rd ' 4: 3, cl) O, (U t ) � � � � �� : ] r: �� 'a rtt �L7 '•��j tr) ."! .•i Q) [)�, 1 'U 1� {' l.a U�'� � �� • nt �� -I �: a1 �tt ��; �� 3 F: a� ��ob� •3r=�ro�°� U 4� U r n� u�d r, al N •-� n� rn �n m �� a� u.r. .n �r-, U .� �i i N � � .c : .<: �� U '�1 n �,_� t-, ,_� () t, u] i� �.i N� G �-1 � 3 rt3 o Q� � � ��n ,d �� C�' �;4'�+�.��rinf�uo�� -.-�� rd •.-i U ^1 !� n � i •--1 �� ,d ;2 .r: „ , rts �n q ;�, '1 n� � .i.� l� �� Q) � ••� Q1 :'� tj� '� {� �+ rtt (i! IJ , 1��.1 �� I �� !.� Q) C) U) O[ 1 i �� 1 r� �.-a p O {1 O i) �d �C� ,y! •; r� 1� � I f� "'1 ••I ., �� , r � c' si .,� �� ,...� a� .-� .�� ,� N Q) �, „� U v� Qi W"� ,�. ,,; ,�, 'r i.Cl � a� 1 = �i� .c. �t� [ •-1 Oi Ul }� n '� •r-� tn o a'' tn ��--1 C� �,u t-� O Q) �-a ••-1 a� 4� `� b� O� C; y� t,� .-a .[: �.� .-.� 'ty G R� U) � � O.� �1 rtf u O td U rtl � 1.t � N �, •,-� ia �n ra � O S: �� N U iia .0 �ta �'� .-� V O, ,�mro.r� ;� cn�►rou � ��a�►�o 'U � -[ .iC � 1 iu C 1� 1� N p�T !A G O cl) �1 '1.a r1) �� rtf �� •,-� � �� rt1 E; .O O i � .c; O a� �� '�J .s� � � �il � �� ;,,. � t� �� f.� C U� Y.-� o v•-� �� n n cu u��-.� a� v "� O '� -.a s� .Lt s-+ O .�� ?� +.� Q '� cn O � •-� .n O [ � � Q. � � u� .--� '� 7 ro r--I 11 N� 1! (d .-� 1-1 r-i -� R� Q� U� S: 0'� � rt7 rtS rd Sa � rd C a-i i � . '�' •..� S' �� O O la � Ql f-� �N tn S] .,-� �.0 � � , �r a� o [ C�� O rr) C t� �'b 1� O�'' a� o ro �' . -� � o ro �c� �' � � • � ° .0 t� �' `� rtJ r1 ,-+ � v U � � =� U � n, r+ y��, �-� .� c!� � j� '� n�� j� C u, �� a� �+�� c�� u'' •�+ � u O u) �� u rti C�n cn � N� C� O� .s; ••-� U) rti .0 O rd ••-� O� b' p O :7 1� 4.� S.a � U� U 3'd f) •.-� 4) U U S. C: �'Ci L.' 1-! 1� f"� S-1 Q) Q) .-1 -�, a� r.. � o n� r. •.� a� E�' rt t� 4� ;� td '� � � � � � f�� •� � ,� r: O� 1j ) " S� � iC .,-I � S� �U 4 a m�� R� �"a p,0•-� �v ,d � 3 �l . �'"-� � ? rt1 ��_, ,� .r. L, p.,_, � �� s, o . i C) �'C1 O C ��n ,i �� s• -.-i [ C r� • Q� N U 4� �+ ,c-,' V� rt1 '� 41 ,� rtS �+ '-+ 3 n,va,'_'�vcn�a�U�'� fy ��-1 •• 1•--1 a 1 � N'L� .4; :.� pl Q IIJ ro,_i lii � � V :] . •. � -r� � rt1 O Q� � C u� N� � r+ U� C 3 Q b.-� T1 �.i� 3� �.N � ��d�b �y�u .r; 1� �� .�� Sa b.i� rd ,� a1 U �J .i: p � ,� �a C U ., i � U �d .t � U � � �� '� V 1 .D � � U � [ � _i.� � � r.. f� � � U �' d) c.� •. � U ..� .. � .- . . .. ��w�,.r,ni�+� ��a� N U U N� w 3� O 7�� •a 3 N[ O N�� U =� tT ,��,a .�a�a� �� . �`U aG >+�.0 U N Cw Z� 4) v.� rd 4-i � t� •.a N O � ,� �� •.� . � v� rd H,� N.t� rl �+ Cli �� 11 . E, d�� bo -s� a� n,ro � W � �' `� ' ,� '-� o � �� [ � "� o o+ O.'a�.',�,��Ub�`ti�3 2� U O N-� V W .O � C H.0 ��.�� o,N v o,�r, RJ ,-I 1.7 '� fn •.-1 .0 tn al •.--1 .lJ ►-a .-� .,.� •-� � [ 1J .1-� (d .f] �� ,� p� �-, •-1 -t� •.-� td .0 � 4-� ''�'' � O•.-1 f0 rQl fn tL.l .-1 U O ►� a� � 3� b.� O[ r-+ •.� CL+ 1� � rd `L7 O '''� � [ .,.�UN 6[��.,�3�0 C rt1 00 N 1-� •r1 � � =� ,� 1.1 ,-1 � w N m Q w O.� � N V , U m r�- u-, .-� t'T� � N �� .. � .., � r--i -r a, o �, � a, I`d a-' tr tr' ,� u�"'� N�d N ul C b C N•.-� � i+ ti-' �.0 w C UrtfcnW N3 Nrd3�a vo•-+ � _ . L . . � .. .. . . : " J 4 ..,.,,,.. ...�... .. _. rn Ul I tn V � � � `i � C�i �r.J �.�i 0 � � � � �. � � 0 � � � � � � .�...,� .� � � l.; �, 1t n PA: ^_' � - G�NERA:. CONDI'_'T_C�NS C5-: :,iGriL REL�iTTONS aND ?��=,iC R�SPO�tSIBILITY �EC'�'�ON C6-5 LEG�I, RELaTIONS ?ND �L?BL�C RESPONS=BILIT� C5-o.l L�WS TO BE OBS�.RVED: `^he C�nc��c��r snali aL a:_ �_:�es oDserve and comoiy ��th a11 �'ederai and St��e Laws and _'_ty ord'_nances and regulat�ens whic:� _.. ar._� �aay af��ct �he ...cnc:�c� o_ �!�e work or his c�eratior.s, :^d shali observe ar.c c��DiV :J1�:. dl.l orders � �?WS � Or�inanc�s 3I1Q = S�'1? dt�CI1S :J�11C:1 __�:SL Or '.JCI1C�'1 ti1dV b2 enac��d i 3tzr �v :,OQ1�5 havinc jllr:.SQ1C��C': O� ;ut::ority for such en�c�ment. �To _ iea oi misunderstar.ci�c or �anorance thereor wi;l be consic�rzc. The C�ntractor anc :�:is �ur==ies shail indemr�'_=y and save :ar:zless the ��ty and a�: os :ts of f icers , agents , ar_d employe�s against any and ai' c? �ims or '�abiiity arisinc from or based on �he violation �_ �ny �uc:: 1aw, ordinance, regulation, or order, ranether _� ..� by himself or his employe�s. i. C6-6.2 PERMITS AND L�C�NSES: The Con�ractor shall procsr� all �-� per�its and licenses, pay a11 c:�arges, costs and fees, and give a11 notices nec�ssary and incident to t:�e due and iawzul prosecution of the war:t. C'o-6.3 PATENTED DEVICES, MATERI�I,S AND PROC�SSES: Ir �he � Contractor is requirec or desires to use any design, dev:ce, material, or process� covered by �etter, patent, or cooyr�c;Zt, ' he shall provide for such use by suitable legal agreement with ._ the patentee or owneY of such patent, letter, or copyric^ �.ed design. It is mutua�ly agreed and understood that wit;out ('� exception the contract prices shall include all royal�ies or cost arising from patents, trade-marks, and copy rights ir. anv way involved in the work. The Contractor and �is surec:.es sha?1 indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any ssch �-� patented design, device, matzrial or process, or �ny trade-mark or copy right in connection with the work agreec to �' be performed under these Cont�act Documents, ana shall in3e:nnify the Owner �or any cost, expense, or damage whicz it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after comnletior_ of the work, provided, however, that the Owner will assume �he resgonsibility to deLend any anc a11 suits brought for �he . infringement of any patent claimed to be infringed upon by the des ign, type of constructio : or material or equipment i� spec�fied in the Contract Documents furnished the Contrac�or r* by the Owner, and to hold the Cantractor harmless on account of such suits. C6-6 (1) �� C6-5.4 S�NImARY PROVISIONS: T�� ontractc= sna�l �s�ablish anc enforc� =mong nis emp�oyees ��c^ �?gu�at'_�ns ln =2�ci� �O cleanlines� and di=�osa1 of ciar�ace anci :�as�� as wi11 t�,d to prevent t:�e :nce�tior. and spr�ad oi :niec�ious or contacious diszases anc to effectively ?revent �he c�ea��on or a nu�sanc� about the wc��c on any property eiL,'22L' �ubiic or priva�e, and S11C:1 recul�L10L15 3S diE_' requl:2G �V LdW S1dlZ �'Je DLlt :IItC immediata .. :��? and �r�eC� ti'JV t}';E �;;r1ti3C�0i . "':18 ;12^.�Ssary sa.^.�tarz c�nvenier:ces for usc C= � d'DCZ'�=S on �:�e «or:{, prc�erly =�cludec zrom �ub?:c observa�:on, shGi� be co��truc�ec anci ma_::Lained �y �:e Contrac��r ar.c t`�e_� use sha�l be st� ictly enforced by �:e Con�.ractor. �:1� suc � �ac:lities �hall be :{epL ir. a cie�n and sa^itary cond��en, ire� f�om oc=ec��ona::ie odors se as not to cause a nuisar.c�. A1= sanitar_ laws �nd regulations o= t:�e S�ate of Te:��s and the City sha'_1 be s��ictly comQl.i�d wit�. C6-�.5 PUBL;C SAFE'^� AND CONVENI�NC�: Hater�als or �cui^ment stc�ed abcu� the wcric snai' be so �laced and used, and �ae wor'c shal� at aIl Limes be sc conducted, as to cause no greater obs`ruction or inconve^ience to the pubiic tzar. is consider�c �o be absoiutely nec�ssary by t:e �ngineer. The Con��actor is required to maintaiz �t a11 tines all �hases of hi= work i:� such a manner as noc to impa=r the sa=et.r or convenience of the public, including, but not 1i�ttited to, safe and convenient ingress and egress to property contiguous to the work are3. The Contractor shall make adeQuate pravisions �o render r�asonable ingress and egress tor normal vehicular tra�fic, exc�pt duriag actual trenc�ing or pipe instailation operatians, at all driveway crossings. Such provisicns may inc?ude bridging, placement or crushed stone er gravel or such other means of providing proper ingress and egress for the property serT,red by t�e driveway as t�:e Enginee: may approve as aporopriate. Such other means may include the diversion o� driveway tra�fic, with specific approval by t:�e Engineer. If diversion of traffic is approved by the Engineer a� any location, the Contractor shall make arrangements satisfac�ory to �he Eng:aeer at any location, the Contr3ctor shall �nake arrangements satisfactory to the �.ngineer for the diversion of tra�fic, and shall, at his own expense, prov�de all materials and perform a11 work necessary for the construction and maintenanc� of roadways and bridges for such diversion or tra=fic. Sidewalks �nust not be cos�ructed except by special permission oi the Engineer. The materia?s excavat2d and the construction materials such as pipe used in the construction of the work shall be plac�d so as zot to e:�danger the work or orevent free access to all fire hyc=ants, f_=e alar�n boxes, police ca11 box�s, waL�r va�ves, C6-6 (2) � �' - . . . _ _ � C3S Vd� JAS � OL' mannc_e� �n Li1C.' �-=i:1�.�_T. �' i� Owne� "ese_ves �ze � iant �o remedy ar �J neglect on �he part c� tne Cor. �r�c �or ., as regares �o oublic conveni�nce and saLety ;vnicil �nay come to i�s attent�on, after =wenty-�our :�ou�= :�ot�.c� iz wr:�_�c to �.he Contrac_or, save in cases of emeraezcy �nen it s'r.ail =�ave , the right to remedy ary neglec� withou� �o��c�, and ir. ei=:�er �ase, tne ccst or sucz work done or mat�r�als �urnishec nv =:�e Cwner or by t?�e Ci�� a1� be deductea =rom :nonies due �_ �.o become due �.o the Con �� ac �or . �� ?'�'1? �011trac �or , af ��-' aC�roval C � �.':2 �=1Q'-:�e�Y r S�'.�� : RC �l�,l =�:e "1r? �ecartment L�adcsar��rS� _'-dL=:C �II.c',,1; E�'-', dllC ?C_�C� � �epart:�ent, wnen any .=tr�et or al_ey :s ��ue=_��d to �e c��sed or o�structed or any -�re hydrant i.s �o �z �ace inacc�ss��1e, and, when so di.:ac}�: bv the Enginee*-, snall {ee� any st_�eL, stre�cs, or highways _z c�ndition -or une�struc��d use �y =�re ' apparatus. The Cor.�ractor shail �rcmatly �otify �ae 'ire 1� Deoartment 'r'.eadquart�rs when all suc:� ODSL_'1Ct^cfl s�� e� �s , alleys, or hycrants ar� again placed bac`.t in service. � '�Ihere the Contract^.r is requi��d �c cons�ruct te:nperary �ridaes or make other =rrangements fer ��oss=ag over dit�aes �i or streams, his res�onsibility �or ac�idents in connec�icn with such crossings shai; include the �oadway approaches as we�1 as the structure= of such crossings. L_ n �� S The Contractor shall at all times conduct his operat�on and the use of construct:on machinery so as not to damage or dest�oy trees and sh�ubs located in c�ose proximity �o ar on the site or the work_ Wherever any suc� damage may be done, the Contractor sha:i immediately satisfy all claims of property owners, and no payment wi11 be made by the Owner in s ettlement of suc:� c_aims. The Ccntrac�or shall file with the Engineer a written statesnent showing all such claims adjust�d. C6-6.6 PRIVILEGES CF CONTRACTOR I'�t �TREETS, ALLEYS, �ND RIGHT-OF-WAY: For �he performance oi the contract, the Contractor will be nermitted to use and occ'1A�j such �ort�ons of the public streets and alleys, or o�her public places or other rights-of-way as provided for in the ordinances o� the City, as shown in �:ze Contract Doc�sments, or as may be specifica2ly autho=ized in writing by the Engineer. A reasonable amount o� tools, matArials, and equipment for construction purposes may be stored in such saace, but no �nore than is necessary �o avoid delay in the construc_ion oaerations. Excavat�d and waste ma�erials shall be piled or stacked in such a way as not to inter=ere with the use of spac es that may be designated to be I.ef� free and unobstr �cted and so as not to incenvenience occupants of adjacent property. If the stree t is occ•�pied by railway `racks, the work sha?1 be C6-6 (3) � =a==ied on in suc^. manner as aoc to intarr�re wi�h �he �oeration of trains, ?oading �r _::ieacinQ oz cars, etc. C�:�er �or.=�actors of the Owner may, Lc� 3__ Dllr�OS2S ��quired bv ��:e �on_ract, enter upon �he wor.� arc premises used by �ne �on��actor and shail �e �rovidec al_ reasonabie �acilit_es anc �ss:stance =or the com�le�io% or adjoin�ng wor'�. anv adc;�.ional crounds desir�d bv t::� Ccntrac��r =or nis use s:�ai= �e _ovided '�v him ac zi: own cc= � ar.c esnens�. �5-� .? RAIL:v�Y C�OS� �NG� . ��vher �::e wor'c e.^.croaczes ��.or_ a.^.�j =-_^L-oi-wav oL ar�v "�_lway, �:�e Cit•j w: 1� secur� �:�� zec�ssary easement =or t�e wcrk. NI7�L"e t`�e r�ilway __ac!�s ar=_ =o �e crossed, �h� Cont� act�r � �ai_ observe ai�. �ze =ec�lations anci ins�ruc�ions o� �he =ailway c�mpany as �o `�:e �et�ods ot oe� formir.a t:�e wcrk �r.d =�ke alI �recautiens =or �a=�ty of propertv and the puclic. �legot'_at�ons wi�'.: the �a;_way companies ior ner�its sha�; �e done by and through �he �i �•� . The Contrac�or shall cive �.he City not�ce not iess �:�an _��.� days pr:or to �he t;�ne oi his i:.�ent�ons �o begin ;vorr oz =ha_ portion of the project wn' ch :s relat�c to the =�i_=�vay �rcoerties. The Contractor wi'1 �ot �e civen extra or adc�tional compensation for such =ailway crossings un�ess spec=fically set forth in the Con�:ac� Doc�.iments. C6-�.8 BARRICADES, WARNINGS AND WA"_'CHMEN: Where the wor{ is car=ied oa in or ad�acent to ar.y s`�eet, a? ley, or puolic �1ac e, the Contractor shall at h:s own expense furnish, erect, and maintain such barricades, fences, liahts and danger s iczals , shall provide such wat�:�me�, ana shall taite all such other precautionary measures for �he protection ot persons or �rooerty and of the work as ar� necessary. Barricades and �ences shall be painteci in a cclor that will be visible at aicZt. From sunset to sunrise the Contractor shall fur-�ish anc maintain at leas` one easily visible burning light at each bar�icade. A sufficient number of barricades shall be erected anc maintained to keep pedestr�ans away from, and vehicles `rem being driven on or into, any work under construction or beiza maintained. The Contractor sha11 furnish watchmen ana ;cee� them at their respective assignments in sufiicient nu�r,�ers to protect the work and prev�nt accident or damage. AlZ installations and procedures snall be consistent with the prcvisions set fort� in the "1980 T�xas Manual on Uni�orm Tr a=fic Control Devices �or Stre�ts and Highways" issued under the authority of the "State of ine:cas Uniform Act Regulatina Tra�fic on nighways", codified as �rticle 670Id Veron's Civil Sta=utes, pertinent sec�ions being Sec�ion Nos. 27, 29, 30 and 31. C6-6 (?) U � . The Contractor w::? not re:��v� any =�culatory s�cn, �, inst�uctional sign, s��eec name s'_�r., cr ot::n� sicn whic:� has bee^ arected bv th� �i �y. Zf :� _� ce�er.:._�ed �:�at a s_cn � mus� be removed tc �ermit recu'_=�d cc�s�ruc�icn, t"� Contractor shall ccz�ac� the T=�ns�ortaticr. and Pubiic Wor:ts department, �igns �nc Mar'.{inc� �'_visic-: iphene numbe= 8780-8075), to remcve �he sign. _:. �he c��z of regulator-. signs, the Contrac�or .�us � re�lac� �:�e per:^�r.ent s ign �i �:� � ' `em�orary sicn me�t� ng �he _.ecuir�me::�� oz t:�e aLov? !_ ret=_renc�d :�anuai ar.� suc� tempc�ar: sicn -:ust be izst�l � ec Di1CT �O �`.�'la �?RIOVd_ �L `�:72 per-ar.e_-� S1C:1. :_ ��1e ��mporar_ siQ:: is not instal==� correctl:,- or :` it ��es not ::le�� ::= r� rec::ired soecificat:ons, the pe_:�ar.ent sic� �nail be �ey� in '� place untii the tem�or�ry sian =ec;:i�emen�s are mec. ��her: construct_on wor't is COIIl[��@L=d �o the =x�2[lt tnat the �� er:�anent sicn can be rz-installec, t�e �ont�=c�or shall �gain � n con �act the Signs �nd Kar:{ings �iv:sion =� re-ins �al� t�e per�anent sign and =:�a11 leave ::is �.empora�•� sign �n place � unt'_� sucn re-instal'�tion is comoi.et�d. The �ontrac �or will �e zeld reseons�.bie �or a'_i damaae co �:�e work or the public �ue to �ai�sre or car�:cades, signs, fences, lights, or watchmen t� orotect �Zem. r�7henever evicence is found ot such damage �o L�e work �:�e Engineer may order the damaged pert�on immed�.ately removac and replaced by the Contractor at =he Contractor's own expense. The �. Cont�actQr's respons_bility for �'�e :naintenar.c� ot barricades, signs, fences and liczts, and for prcviding watchmen sha11 not �^ cease until the pro�ect shall hav� be�n comci�ted and accepted by t:�e Owner . L �. No compensation, exce�t as specifically grovided in these Contract Decuments, wi11 be paid to the Contractor for the work and materiais -avclved in the construc�ing, nroviding, and :naintai:�ing of 'oarricades, signs, Fenc�s, and lights or for salaries �f wa=chmen, for the subsecuent removal ana disoosal or such barricades, signs, or for any other inc'_dentals necessa:y for the proper protec�ion, safety, and convenience of the pu�lic during the contrac� oeriod, as this work is considered �o be subsid'_ary to the several items for whic� unit or lump sc� prices are requested iz the Proposal. C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, E"'C.: Should the Contractor elect to use explosives, d�op weicnt, etc., in the prosecution of the work, the utmost care shall be exercised at a11 times so as no= to endanger ?ife or property. The �_ Contractor sha11 noti�y the proper representative of any public service corporation, any company, individual, or r. ut i 1ity, and the Ow^er, not less tzan twe.^.Ly-four hours in �� r� C6-6 (5) � � advance or the use �L any act:viL�_: �hi��:? 't1C�7� GdlildQ2 or ��danger their or his �roperty alcng or ad;ace^t tc ��e wor°t. :dtlel'� the usz oL 2x��asives is to ce �er�it��c on _�e _ ro:ec�, as s�eci�ied in the S�ec:al Contrac� �oc;:me��, or �ze llS2 c�f �x�?osives is reques��d, �he Cont=ac��r sha�1 �ubmi� zot_c� �o �he �ngineer in writ::, `Nent�-Lcu= nours pr�or tc commenc:ng and shail i��raish evidence tnat _^.e ::as :^�s�_ance coverac� to �ro�.ec� against any :amages and;�or '_n�sri�= ar� �:r:c ou� or �11C:1 llS2 OL ?:Y^v1CS1:'@c, � nl� �laims ar1S1LiQ 011� OE �Ze 1Sc 0= �?Y��CS1"TZS 3:'c._, D@ �� ' I1V?St7.CdtcQ dS1Q d J:J� 1. � �@Il rzDOr �?i1dQ2 �V �:�C �.,^,:lt� �C �� S . _nsurers to the Engi::eer within ��n ('_0) day� af'�er _zcei��. or �rri��en not�c� cf �he �lai� to the C�r.=r:.c�cr _rom �i_�er �he � �.1LV Or tE'le claimanc. `T'i1@ Cit� Silc.�? �rOC��Q `C y^1Ve :1C`iC? � �O �'?@ COI1t�dCtOr Oi dR_,7 SllC:7 C� �lIil. :.'�@ '1S� Ot 2XDLOS;V2S :nay be suspended by =he Lngineer if any ccmc�aint :s rec�i�ed .� and such use sha11 rot be resumed znt�l t:.e cause of �he compiaint na� been accr�ssed. '� �7henever expiosives ar� stored or ;�ep�, c�e-: sha_I be s��reci in a safe and secure manner and all s��rag� �1�ces sha�: be �lainly mariced "DANGGROUS EXPLOSIVES" and saall �e Li1Ge1' the care of a competent �atczman at a11 ti;nes. All ��enicles in which explosives ar` �eizg transport�d shall �e plainly marked as mentioned above aaci shall, insoiar as oossibl?, not use heavy traFfic routes. C6-6.10 WORK WITHIN �ASEMENTS: Where the work passes over, through, or into private property, t:�e Owner wi11 provi3e such right-of-way or easement privileges as �Ze City may deem necessary for the prosecution ot the work. ?�ny additional rights-of-way or work araa considerec nec�ssary by the Contract�r sha11 be provided by him at his owr. expense. Such additional rights-oi-way or work ar�a shal? be acquirec �or the benefit of the City. The City sha�l be notifiec in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enzer upon private prooerty for any pur�osz without having previously obtained per�ission from the owner of suc: property. The Contr�ctor wi1� not be allowed to store equipment or matarial. on pri�rate property unless and until the speci�ied approval oL the property owner �as �een secured in writing by the Contractor and a copy iurnished to the Engineer. Unless speci�ically provided otherwise, the Contractor snall clear aZI rights-of-way or easements of o'ostructioas which must be removed to makz possible proper prosecution of �he work as a part of the project construction operations. The Contractor shall be responsib'=_ for tne preservaLion o� and shali use C6-6 (5) _� � � �� every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing and all other types of structures or improvements, to all water, sewer and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners or occupants of public or private lands or interest in lands �, which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. �, Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land , might be affected by the work. The Contractor shall be responsible for all damage or injury to property of any character ►E resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to " defective work, material or equipment. � When and where any direct.or indirect damage or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequ�nce of tHe non-execution thereof on the part�o�� the . Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least equal to that L existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be �° directed by the Owner, or he shall make good such damages or injury in a manner acceptable to �he owner of the property and the Engineer. Al1 fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the ►. Contractor shall set cross braced posts on either side of permanent easement before the fence is cut. Should additional �� fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the � cross braced posts provided at the permanent easements limits, before the fence is cut. � Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from � entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the �� various items bid in the project proposal. ` Therefore, no separate payment shall be allowed for any service ` associated with this work. C6-6 (7) �� E � In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant or employee of the Owner. Contractor shall have exclusive control of and the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. The doctrine of respondent superior shall not apply as between Owner and Contractor�, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between Owner and Contractor. �� - C6-6.12 �CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not caused, in whole or in part, bv alleaed neqlicrence on the part of officers, actents, servants, emplovees, contractors, subcontractors, licensees and invitees of the Citv; and said Contractor does hereby covenant .and agree to assume all liability and responsibility of Owner, its officers, agents, servants and employees for property damage or loss, and/or personal injuries, including death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees and invitees, whether or not caused, in whole or in t�art, bv the allecred necrlicrence of the officers, aqents, servants, emploYees, C6-6 (8) � U contractors, subcontractors,, � � �� licensees and invitees of the Citv. Contractor likewise ' covenants and agrees to, and does hereby indemnify and hold harmless City from and against any and all injuries, damage, loss or destruction to property of City during the performance of any � of the terms and conditions of this Contract, whether arisina out of or in connection with or resultinq from, in whole or in part, anv and all alleqed acts or omissions by officers, aQents, � servants, employees, contractors, subcontractors, licensees, �, invitees of Owner. �' In the event a written claim for damages against the contractor . or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the � Director of the Water Department, as evidenced by a final � inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period �, of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be � entitled to a semi-final payment for work completed, such semi- �� final payment to be in an amount equal to the total dollar amount then due .less the dollar value of any written claims pending f, against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained �� from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any � time within the six month period, the Director may recommend that the final payment to the Contractor be made. �� At the expiration of the six month period the Director may C6-6 (9) .� ' �� recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Director may, if he deem it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a city contract. � C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor LI claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the � actual sustaining of such alleged damage, make a written �� statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25`h day of the month succeeding that in which any such damage is claimed to have been � sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall give the Engineer access to all � books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as � hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. T■ C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES. ETC.: In �� case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall '`� not be moved or interfered with until orders thereupon have been k_ issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract � for the purpose of making such changes or repairs to their � property that may be necessary by the performance of this contract. __ C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS.: When existing � sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary 1� outlets and connections for all private or public drains and 1 sewers. The Contractor shall also take care of all sewage and drainage, which will be received from these drains and sewers, � and for this purpose he shall provide and maintain, at his own � cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such a troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage � � C6-6 (10) � u received `�om t:�e=e "mporary c�nnec�ions u��il suc:� _i:r:es as the permanent conne��ons arz bu_lt and are _a ser�ica. The ex;sting sewers anc connec�ions shail be 'c��t ir. servic� anc :naintained under t^e Cont�ac�, eYce�t wr�;. s�ec��ied o= orcered to �e abanconed by the �nc�neer. ..;I water, sewage, anc other waste shal: �e disoosec of �n a sa�_stac�or•� manner so that no r.uisance is �r�acec ar.d so t^a_ �.he wor:{ unde� cor.struction will be adeauatziy _=ot�c�ed. � C5-5.16 ARRANGEMENT �,ND C:3`r.RGLS �'C�c '"AAT�R -L'RNIScED By TH� CZ"'' �dhen �;�e Cor.��ctor de�i_�s te us` Citj waL�r _,. � cor.r:ection with an�% constructic.^: wcr:{, ne �cail :�ake C�iitDl.et� , anc satisfac�ory arr�ngement� wi �a _:�e r^cr �;�ortn C� ��r riater De�art:nent ior so dc=nc. Ci�v water �urnishec �o the Cc�.�rac�or sha;_ be celiver�a tc ' the Contractor from a conneccicn ez an ex�=�inc C�ty �ain. �,; Al_ pipinc r�quir�: beyor.d thn pc�nt of c�1 ivery shail 'ne installed by t'�e Con��actor at his own expens2. Tre Contrac�or's responsibili�y i=. the use ot ail exist�nc fir� hydrant and/or valves is detailed in Sec�ion EZ-1.2 US� OF r IRE HYDRANTS AND VALVES in �.hese Gzneral Concrac � Docsments. Wh en meters are used to measure the water, _he charges, i� ' any, for water wi11 oe at the regular establis::ed rates. When L, meters ar� not uszd, the c'�arces, if any, wi11 be as prescribed by the City Ordina�ce, or where no ordinance �t apolies, payment shall be made on esti�zates and rates established by the Director of the Fo=t Wvrth Water ° Department. C6-b.17 USE OF A SECTION OR PORTION OF THE WORR: Whenever, in the opinion oF the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written order of the Engineer, and suc'� �_ usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of r-• the provisions of these Contract Documents. All nec�ssary repairs and removals of any section of the work so put into use, due to defecti=Je materials or workmansh=p, equipment, or to ceficient ooerations on the part of the C�ntractor, shali be performed by the Contractor at his own expense. C6-6.18 CONTRACTOR`S RESPONSIBILITY FOR TgE WORR: Unti1 written acceptance oy the Owner as provided for in these Contract Documents, the work snall be unde� the charge and care of the Contractor, and he shall take every necessary precaution to oraver.t injury� or damage to the wor'.{ or any par� � C6-6 tIl) W thereoL 'ov actio� o� the e_aments or =rom an-. causc �ahatsoever, ahether :=?sinQ f�om �`�e execut�or_ or nonexecst�o:� ot �he wor'�c. The ��nt�actcc s�.a11 rebui? c, r��air, �-estor?, and rnake gaod at his own expense �11 :niurie� �r 3amac? �.o an�� por�ion o` �he w;,=:� occas�oned �v any o= �.he herein�nove �acszs. C'o-5 . 1Q NO AAIVER C= LEG�L �IGc?TS . =nsUe� �_�^� bv the ��cineer or any �rcer by �ye �wr.er by �a�•�:en� of :no^.�=• o� any �aymen� for or acc�otance c= any wor'.c, �r any ax��sicn or =_me, or any �ossession take_^. �v the �'_�y �nai_ noL o��rac� as � waiveY ot �nv prov�sion o� ='�e ;.ont_ac� �oc•�:nent�. �:,� aaiveY or an-. �r��ch or Ccntrac� �na11 noc ce :�e:ci ro oe _ waiver �� ar:� ot':�:�r or �ucsequent �ra�c'�. Tne Owner reserves �he right t;, cor=ac� anv �rror thaL mav �� discovered in any e_=�imate �ha� mav :�ave �e�n gaic �nd �c ad� ust the same t� :nesi tne ��au=r�ment� of �he C�ntrac` Docsments. C5-5.20 PERSONAL L= �BILIT� OF ?rJBL�C OFFIC��1.S: In carrvinc out the provisions oi these ��on=ract �ocuments or �r exercising any powe= or aut:�or_�y grantzd _:�ereunder, t`�er� shail be no iiabilit_ upon the a��thorized r=�resenta�'_��es o� the �wner, either personally or otzer�is� as �hey ar= acents and re�resentatives or the City. C6-5.21 STATE SALES '"AX: On a ccntract awar�ed oy the City o� r^ort 'rTorth, an orga�ization which �ualifies fo.r exemption pursuant the prov�sions of Articlz 20.04 ',3> of the Texas Limited Sales, exc�sA, and Use '"ax Act, tzz Contractor ma v purchase, rent or i�as� all mat�riais, supp:;�s and e�uipment used or consumed iz t:�e perfor:nance of �zis contract bv issuing to his suppiier an ex�mption certi�icate ia lieu oL the tax, said exemp�ion cer`if�cate to ca �oly with Stat� Comptroller's Ruli�� .007. Any such �xam��ion certiFicate issued by the Cantractor in lieu of tne tax snail be subject to an3 shall comply with the provisions oF S��te �omptroll�r's Ruling .01I, and a_^.y other apolicable State Comptroller rulings oertaining �o the Texas �imited Sales, Excise, and 'Jse Tax Act. On a contract awarced by a develeper for the cc�astruction ot a pubiicly-owned improvement in a stre�t rig:�L-�f-way or other easzment which has been dedicated to the public and t�e City of cort Worth, an organiaation w�ich quali�ies Eor exemptior_ pursuant to the prcvis ions of Article 20.04 (H) of the Texas limite3 Sal�s, Excise, and Us? Tax Act, the Contractor can proba'raly be exe:not:�d in the same �ann�r stat� : a�ov�, C6-6 ( ? 2 ) u ., :,im�ted Sale, Excise ana Use TaY ^er:�its =r.c �n�or:�a��cr. car. , be o�tained �rom: Comptroiler of r�1D1'_c Ac�oun�s Sale Tax Divisicn Capitoi Station L� Austin, TX � l�' 1 l!. LJ I �J L�'J L� lJ l'I L`.I L_ C r C6-5 (13) o m � a e e � ■� � o o s � � , � , c��, c� , : v : � J �, �'RT C - GENE=iL ��NDI^_'IC:iS C�`.- i P�CSr,CtJT=JN hND P:RCGz� :Sj ; `" SEC'�'TON C7-7 ?ROSECJ'^�ON �ND PROGR=(SS : � L C7- i. 1 SUBLETTT_NG: '";�e Cont_ac�ti r shail per=�rr� wit!: :�is cwn � crcanizaticn, and wi�h �he assi��ar.cn �f wc�'tman uncer _zis [� �mmeciate superinter_aance, work �z �-;ai.ue �i not less _:�an f ii �-J ( 50$ )�ercent o= �"e value e-;braced i.^. ��e contrac �. I � �ne �ontrac �or sub1� _s any �ar`. �� e wor`{ _� �e dcr.e �.^.der � �hesz Contract Docume_^.Ls, ne will -ot �sr.czr a� :- c=�cumstar.c�s - Le ==lieved ot the r=soonsibilitv anc c�ligat_�n assumed �^der �:�es� Contrac� Documezts. Ali t=ansac=ions �s t:�e Er.�ireer ' wi �. � be wi t:� the �ontrac to r. SuLcont� �eters wi 1= be �; cons�dered only in t::� capac�.ty or ��plevees or work.nen o� �he Cont�actor and sha11 �e subject t�' �'.;e same re�uir�ments as to � t character and compet�nc,J. T:�e Owner will no� recognize any subcontractor on the �ork. The C�ntrac�or sha=1 at al1 t_:..es, ` wher. �he work is in ctieration, be -''epresented e_th2r in person _ or bv a superintenden= or other de='igr.at�d repr=_ser.tatives. - C7-7.2 ASSIGVMENT CF CONTRAC'^:' '^he Contr.=.ctor sha1l not assicn, transfer, sub'�t, convey, c'r otherwise dispose of �he con�.:act or his rigc�s, title, cr i:�terest '_ : or to the same � or any Part thereof wi�hout the pr=;vious conse_^.t of the Owner expressed by resolution of the City Councii and concurred in ,� by t`�e Sureties. �. r• If the Con tractor does, without st�ch orevious consent, assign, transter, sublet, convey, or othern�isz dispose of the cont�act or his right, title, cr interest therein or any part thereof, to any person or persons, oartnershio, comoany, firm, or corporation, or does by bankruptcy, voiuntary or involunt�ry, or by assignment under the inso�.''vency laws of any state, att�mot to dispose oz the contract :nay, at t�e option of the Owner be revoked and annulled, �::nless the �ureties snall successfully c�mpie�� said contract, and in �:�e event of any suc'� revocation or annulment, any rtonies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for t'he reason tzat it woulc be impracticable and extremely d;fficult to fix the ac�ual damages. C7-7.3 PROSECUTION OF THE WOR�:: Prior t:. beginning any �, construction operation, the Cont;ractor sha1= submit to the Engineer in five or more cogies, �f requested �y the Engin�er, r� a progress schedule preferably in c:hart or diacram form, or a brief outlining in 3etail and st�� by ste� the manne= of C7-7 (�) �� presecutinc the work and �rder:�c �atzr�a�s and �cui�ment wnic^ ne ?xcects to `�ilow in OrC2r �� complete the �ro�ec_ �n �he scheduied time. There s; al' aiso �e su�:^,i�ted a_ac�e os est'_:�ated amaunts te �e earnt�d cv �a� Con��3C=Ci dur_�c e3c^ mon� :ly es�i�ate oer��a. The �.ontractor snai'_ commecic� t:e :�or�c to �e oerforme� under t::is contract within =ne ��m�? 1i:n_� =cated '_� these Con�rac� Doc�.;,ents and shail conduc : the wo�:c in a c�ntir.uous �anr.er dI1G al].ti7 Si2fL1.C1�!lt �Ql11DIilE�r?t� .;.at=_:aiS� �..:Q Zdb01" ?: 1S r.ece_sary te insure _�s como_�e �'_en -,�i ��in �`:e __me li:n� �. Tr.e .�equence request�d oi aa� c�r.st� �ction e�erations sha �_ :e at a_1 t�mes as spec�=ied in' the .=oec-al Cont_act Doc�.�me�ts. any 3eviat�on from �c�sh sec2uenc:Zg �hal1 be submitted �o t�e Ena�:-:eer for his approvai. C:ontrac�or shail not proceea wi�:� any 3eviation until :�e Fias ;r?c��ve� writ��n anproval �rom the Eng �:.eer . Such specif icat ton o� a��roval by the �ng _,:eer shail not relieve t.�e Cont�ractor ��rn the �u1'_ responsibilit;� of ��e compiete perfcrmance :�t the Co:.��act. The �ontract time mav be C7-�.8 "Extension ot Time and a progress cont=act time. s�hecule c!�langec on' � as sec iort:� ir. �e� �ica or Complet�on" oz this Agr�ement, sh311 not constitute a chanae in the C7-^.4 LIMITATIONS OF OPE"�tATIONS: The wor�ing ope�at:ons sha'_i at a11 times oe cond�acted by �he Cont�actor sa as to create a minimum amount of inconve.^.ience to the public. �t any �ime when, in the judgme�t of the jngineer, the Contractor has obstructed or c?osed oir is carrying on operations in a por��on of a street �r public way greater t�an is ne�essary for the proper execution of!the work, the Engineer may require the :.ontractor to finish the; section on which operat_ons are in progress before �he work is commenced on any adaitional section or street. C7-�.5 CHARACTER OF WORKMEN AND �QU�PMENT: Local labor snall be used by the Contractor ys avai�a�le. The Contractor may bring in from. outside the City of �ort ;�orLh his key men and his superintendent. A11 o�her wor'.{�en, including ecuipment ope-ators, may be import�d only aLter the Iocal suooLy is exhausted. The Contra�tor sha11 emoloy only such su�zrintendents, =ore�en, anc wc�kmen who ar� carzrul, competent, and fully quali.Eied to p�r�orm tne duties or tasks assigned to them, and the Engineer �nay demand and secur� the summary dismissal of any person or �ersons employed by the Con �ractor in or abQut or on t;e wcrk who, in the opinion of thz Owner, sha11 :nisconduct hims�lf or �a found �a b� incompetent, disr=spectful, int��nperat?, dishenes�, or C7-7 (2) u �� ot;:erwise object:enable or �zc;ectL�s_ in t:�e �r��er oer�or�^�anc� o� n�.s or `:�ei� duties, e� who .^.ec_�c�s er � ��.:ses to comply with or c�rry out the directions �* the Owner, and suc� o�rscn or �eYs��s shal'_ nc� be �moioy=� agai:: `'�e��on without writ��n consznt of the Encine�r. al1 workmen shal= zave suff'_cient ski':, ab�:itv, ;nc ex�e�ienc� to orcper'_y perfor;n t:^� wcrk assi�::ed to t�e^ �na ooeratz anY �Quip�rent nec�ssar•� t:, grooer_ � car=�� out �he oer`ormanc� or the as�igned du�ies. The Contrac �or shal� furnish anc :na=�tain on =^e wor{ all �uc:^. ecru��ment �s �s cons_�ered to �e ^ecessar: _.,_ groszCli.�C:: o� ��'lE �aork 1L1 aIl dCCeC�.3C12 manne� 3riC 3L 3 S��-StdC��`� r3C� CL �rocress. '�11 equ:�ment, �oois, ar.a mac-:ner� ��sed =c� hanuling mat?rials ?^d eYecuting anv �art or =ze wor:� sha�_ 'oe sub;ect to the apgroval o� c^e �nainee� anci sha11 �e ��nai:�tained in a s�=is�actory, sa�z and e==icie�� wor`<<nc condition. Equipmen� on any por�:on or ��e wo��c shai� be sucz tha� no ir_�ury to t`�e work, wor'{:nen or adjac�nt property will result frcm its use. �� C7--.6 WORK SCHEDUL=: Elapsed work�ng days �:zal� starting with the fi�st day oz work comolPt�� as � CI-? . 23 "v�ORKING GAY" or t`.le cate stipu? ��d i� . ORDER" for beginn�ng wor'�, whichev�r comes Firs�. �e comDut�c def ir.ed i� , �he "yvORK �- Nothing in these Contract Documents shall �e construed as orohibiting the Cont�actor from wcr;cing on �at�=day, Sunday or {' Legal Holidays, providing that the �ol.lowinc =�quirements are , met: � L. � . r� a. A request to work on a s�eciiic Legal Holiday must be made to the than the proceeding Thursday. Sa�srday, Sunday or ^c:.gineer no latar b. Any_work to oe done on the prcject on suc^ a specific �aturd3y, Sun�ay or Legai =oliday must bP, in the ocinion oF t!�e Engineer, �ssential to the timely camgletion of the oroject. The Engineer's deci�ion shalt be ��nal in r�sponse to suc:� a request for aoproval �o work on a specific �at�rday, Sunday o� Legal iioliday, and no extra comoensa�ion sr.a' 1 be 3llowe� to the Contractor �or 3ny work p2r �ormed on s�ic:� a soeci`ic Saturday, Sunday or :�egal 3oliday. Calendar Oays shali be deEined in C1-1.24 azd the Contr3ctor may work as he so desires. ��-� � � � � �7 C7- �. 7 TIME OF COMM=VC�HENT AND COuPL.?TION: T`�e Cont=ac�or � st�a�_ commence the wo�:cing ocera=ions ��ri�hin t�e =ime s�ec�. L ied in the C�c �ract Docume�ts and set �crt:� in `he :vor'{ OiCl2?'. r^ailure to dc so shall be cor_s idered by t�e Owr.er as � =bandonment ot the ��n��act by =he ,:ontrac�or and �h� �wner r�- :�av �roceed as he se�s �'_�. `^�e �.ontrac �or sha �- �a? ntain a=at� o� �r�cr�ss suc^ �� will :ns��e �hat �!:e whoie -ac_'.t wil' be oe�-=�rm�d and t:�e �re�ises cieaned up in acec=dance wit:: �h� Con�_ac� �ocsmen�s and �ait::in the time z=_ �ac_ish�d _.. s�ch :ec��ents 3i1C :LCn �xt�nsion or time as -av �e proper=y �ut;oriz�d by �:�e Owner. �.-_. fl EXT�NSION OF �T_ME COMPLETT�N : The �on �� ac �or' s r.=_•�uest � �or an zxtension or �i;�� or comcle=�on s:al� be considered � onl°� �hen �he reQu�s� for sucz z��:nsion �s submit��d in wri��ng to the �.ngine�r :�ithin se�ren days :rcin ana aL�zr the �ime a1l�ged �ause �r c�1ay sha_1 ::av� occ�.:rred. Shou�d an � extension of the time �t �ompleticn ce request`d such r��uest wi1� be �or_warcied tc -'�e City Cour.cil =or ap�roval . � In adjusting the c�nt,act time F�r compLetion o= work, �_ consideration will be given to unrorszeai�le causes �eyonc �ne control of and wi�hout the fau� � cr neg�igence oi the � Cont_actor, includinc bu� limited �o acts of tze public ene�y, acts of the Owzer, fire, flood, tornadoes, zoidemics, "` quarantin� restricticzs, strikes, =re_�nt emnargoes, or ue=ays „� of sub-contractors due to such causes. Wher� the dat? oE cerzolPtion is �as�c on a calendar day bid, a reauest for extensicn oz time oeca�:se ot inclement weather will not be conside��d, A request for extension o� �ime due to inability to ob�ain supplies �nd :naterials wi?' be considered oniy whez a r?view o: t:�e Contractor's purchasz ordzr dates and othzr per�inent da�a as requested by 't�e �.ng:neer indicates �ha� the Contractor has made a bonaiide atte�npt t� secure de�iv�ry on scaedsle. This shall include efforts to obtain tze supplies and :nat�rials from a�t�rnat� sources in case the �irs� source cannot malce delivery. If satisfactory ex�cu�ion ana completion of the concract should require wor:� and materiat5 in �reatzr amouats or quantities than those set £or ='n '� the a��roved Contract Documents, then the cont_act time rna•:r b? incr�ssed by Change Order. C7-7.9 DELAYS: The Contr3ctor sha�I receive no com�ensatior. Eor 3elays or hindrar.c�s to the w�rk, except when 3irect and una�roidabl� extr3 cos� to the �on=�actor is cause3 oy th� t3i�ure o� the City to orovide :n=�rmation or mat?L"13L, i� �" �I Y C%-% ��) U � � �, �_ r� 1. � L r� an�� , whicn ,s to be �urnish�d :v _:;e C��y. When suc'� �Ytra com�ensat�on is clai�ed a writte:�� te:ne�t �zereot shall be presented 'ov the Cont�actor to t::e Enc�nea� anc i` ��r ;�� Lou�d correc� shal; be aporovec _r:d reF�r=�c by him to �he Cou:�cil =or final aooroval or ui�aoProval; and the ac�icr. thereon by tae Counc�� shall �s �'_na� anc bi:.ding. I� ce�.�� is caused �v speci��c orders gi•Je^ by tze �^gineers to stoc wor't, or by �^e perf:.rmancz or ex��a work, c= by the �ai�ur� of =he C�tv �o provide mat�riai er -ec�ssar.� :nstructions �or car=ying on the work, the:� s�c:� �ela� w' �? enti�l� �� on �ractor :o an ?q�.:ivalent �:ctersi�n o� �ime, '::is 3CD'l1C�t�or. �or �.�hic:� Sf73il � r10«P_��2r � []2 Sll:.'e^ = t0 =�'12 �CDrOVd1 OL ��'i� t=.l �'i �4llRC� _ ; dI1Q :10 SllC:l �XLZ!131C.^_ Oi �`._ii12 �.`lal1. ��Lease �:;E Con��ac�or �r the sur�c:a on ':iis pe�F�=:�anc� bend from al_ ^is ob1_gations zereunc�r whic� sh��1 _�mai : i:. =111 force snti� the disc!�ar�e or the contrac�. C7-%.10 TIM� OF COMPLETION: '^he �ime of c�moletion �s an esszntiai ele�ent of the contrac�. cach bidder snail indicat� in �he apprcDriate �lace on the ias� pag� oF _:�e Proposai �he number of wor:ting days or calendar uays t!�at :e will recuire to =uliy complete t:�is contrac� ar �ze time o� co�Qlet�on wil.l be soecified by +�he City in t:�e ?r000sal section of `hP contract doc�,iments. The number oz days indicated shall �e a real:stic estimat� oF the �ime required to comvLete the �aar�c covered �y the soec i� ic contract beizg bid upon. The amount oF time so statzd 'oy the successful �idder or the Cit� wi�l becc�me the time c�F comoietion soecified in the Contract Documents. For eac:� ca ��ndar day that any �ror't shall r�main uncompl�ted aEter thz ti�ne s�ecified in the Con�ract Docaments, or the inc�aas?d time grantzd by t!�e Owner, or as automatic311y increased by additiozal work or mat�rials or:i�red after th� con�ract is signed, the sum per dav given iz the following schedulP, un?ess otnerwise specifiea in other parts of �he Con�ract Docur�ents, wi11 be d�ducted from moni�s due the Cont:actor, not as a penalty, but as liq�s�dated damages suf�=_red by tne Owner. , AMOGNT OF COKTRACT $ 5,001 $ 15,001 $ 25,001 $ 50,001 s zoo,00i Less than $ 5,000 to $ 15,000 to $ 25,OQ0 to $ 50,000 t� $ I00,000 co $ 500,000 C7-7 (�) inclusive $ inclusive $ inclusi�e $ inclusiv� $ inclusi�� $ inclusive S 35.00 45.00 63.00 105.00 154.00 2].0 . 00 �, $ 500,OOI }o S1,D00,000 incius�ve S 31�.00 $1,000,001 to S2,OQ0,000 inc��ssive S 120.00 $2,�00,00? anc over S o30.00 The oarties hereto �r.derstand and agree �ha� any �ar� to the Cit�� caused �y t:�e C�_^.�ractor' s c21av _n coma�� _�na t:�e wor'{ hereunder ;z the __:ne snecified by _:�e Con=�ac� Docsments wou�.� be ir.cspable c� v�ry di � E ic11t or acc�s_ �te est�cna�ion, 3[1Q �:7a� `_i;? "Amour.= or L1ClIlQct`Q 7alA3Q?S ��L' �c.7�� 3S S2L 011� �DOV@� �3 d reasc=�ac�s iOr�CaSL ^L ]llS� ,...^.�D�:753�i0;1 Q122 t!7e ::,iLV �CL i7nr�i1 Cd:: :2C1 �� 3i1V Q213V . C?-..11 SuS�ENSIOti 3Y COliRT CRDER: The .��nt�actor �nai1 suspend oper,t�ons cr_ such oart or par�s of �:�e aork arder�d oy ar.y co�:�t, an� wili zot oe ea�iti�c �o aci::=L:ona� com�ensacion �v vir��_ �� suc� court order. veither .ai'_? he be iiabie �o the C��y in the ev�nt `he wor� is suspendea oy a Court Order. Nei�:Zer wi11 Lnz Owner b� ?ia�le �� the Contrac�or by virtue of any Court �rder or action For which the Owner is not so1�_y responsibi�. C7-7.I2 T�KPORARY S�SPENSION: The Owner sha�i nave tZe �ight to suspend �ne wor�c ooeration wnoi�y or in gart �or such oeriod or pericds o� time as he may 3e�m necessary due to unsuitable weather conditions oc any otzer unfavorahle conditions wnich in �he opinion of the Owner or Engiaeer causa further prosecutior. of the work to �e unsa�isFactory or detrimental to the _nterest oE the project. During t�moorary susoension of work covered 'oy this contract, For any reason, the Owner ;�ill mak� no extra payment for stand-by time oi construction equipme.^_t and/or construc�ion crews. If it should become nec�ssary to suspe:�d wor�c for an indefinite period, t:�e Contractor shall store all mat�rials in sucz manaer tnat they will not obstruct or i.�nDede the public unnec�ssarily anr bec�me damaged in any way, anct ae shaLi tak? every precau�ion to prevent damage or deterioration of the wor�c perform�d; he s::all orovide suitable 3rainage about the work, and er�ct temperar�� structures wh�re necessary. Should the Contractor not bA 3DLc'� to comnl�tz a oortion ot the oroject due �o causes beyond the �ontrol or and without the fault or neglige��e of the Contractor as set forth in Paragrapn C7-7.8 EX`I'ENSION OF THE 'rZ�^�E OF �OMPLETION, and should it be determined by �utual consent oz the Contractor and thz Engineer that a solution to a11ow constru.ction to proceed is not avaiia'ole within a r�asonabie pe�iod oF time, then the Contractor �a� �e reimbursed for the cost �f moving his �qui�ment of r the job and r�turning the necessary e_sipment �� t'�e jc� w;�en i: is deL=_rminec �y t:�e Eag:neer C7-7 (6) � I' � =na_ �on5�r..c�ion �n.�� r�s�me_:. =�c� r�imc��r.�e:n`:` :�z�__ oe �aaz� on ac'�1�1 cost �o the Contr:c��c �= cnovi�+u c�P ?�__�.,.en= ;n� -:o or�Ei: �ilt �e ailowe�. �10 �-�i�nbursement ar �_L be ai � ow�� i= =:�e e�u�^:nent _� -;o�. �� `� -^j1C�`i?r C�C1S��11Ct1L�1 �r��jecc �or _:�e -��r;% �.� =��i* YY�'�_�1. � �'he .:ontr�.c`�� na'_:. ^.oc Sl1SOP_r'.� w�rk wi��'1C1L wr�__=� :c_:c: Y�::: tt1@ Gf1Qi.�:2�!' �Cl� S�ldi1 `�rOC: �C .vLV:l ��12 :JC'_'1C _ =r:�_..^_� ' :tC'lOt1� W�.��1 ,.G =� � LP(1 v =:;e �:1Q1'1E�.. �O � � _ _�._..:�_ �• �oe=�tions. �' ,7--,13 TER'_y!INATION OF CONT�AC'- DC� TO VATT�NAL =�t��G=�:C`_'• :�1hz^�ver� ��@C3l1SP 7L �I3t10t1d� C.::�L'Cc.^_C`,�� SO Q2C_�Y�`.� _ �::� ?�c.:lcleflt OC �E'1@ �J[1_��Q St�Lc3 �C .�Fl�r �dWL'11 3��":O� ___ . _= � ��c�;nes impessibl? =or the Con�_ac��r `o oocain ___ .._ _;.� zec=ssary 1?�or, ma��rials, anc �a�:�ment �cc the ;resa��=:cr oE =`�e work ��ith reasonable cor._ir.��ity Eor a o'-r:oc �'- =`.Jc . mor.�zs, the Contrac��r 5ha11 �it�ir. �?ven days not_-y �'.:e _--`� .�rLtlClc�: QtV1R� �3 ^.F?tdLl�C 5t=�e��nt O1: ��1� P�r ;'�_� �`%`. -��:. ►- �3 �.,P�Il TdQ�3 3c1.� � �3tL:i 3__ .^_?CessarV _�?�riS �- _�...00� ;[lc3t�rials � 3Cic1 ?�tllnlR-c.'1'ltI C1O = �;:.�31rir1Di�. -= r 3^- -�r f� :nvestigation5, the Owner finds �ha� such conditi�r.s �Y�_�:::� , anc that the inabil�ty of t:�e C�nt=actor to ;�rcc?�d '-s =.oc a�`� ibutaole in who' e or in pa_ = tc ttle Fau? ��r :�eg1=-^-� oi � tne Contract, then i� the Owner c�nneL attzr �aasor_a:.i2 ==��r� assist the Contractor in procuring and making ava:.la'e1e �ne nec�5�ac`� labor, �nat�L'ldls and AC'11�P.12?lt Wlt�'liri t;l�� `_:I :�"%5 � the Contractor rnay r�quest the ��aner `o �ermiaatA t�ae con�-:c� anci �i12 �Wri?r may comply WLtil �:1P CP�::@St � driC tti'1? �"_":Ttl �:3 �<.0�1 ��ha�l be conditior.ed an3 �as�3 u:�on a FiZal �ec�' =��nt mut::ally 3�C:�Ot3b1� �o �oth �Zz ��wnar an3 thA �_on =�ac � �� an _ � Ei�+al �ayrnent 5ha11 be made in accoc3ancA with tli� ��r,� o�. . tas agreed sett�ement, which shat� in�l�ad?, but not �� ii�y=�_ '.:0, the t�'��31:nent EOi dll WOr�C 3X@.^_tll".?C� c��l� !lU 3.^.`iCt.:?;?:: • :�ro�its on work �a�ich has not 'oee^ ge��rmac�. L �:7-%.14 SUSP�'NSION OR ABANDONMENT OF �'FiE WORK AND ANNUL:�!E�1'I' OF �� CON'�RACT: T`�e w�r�c ooPca�:ion� on a11 •�� any �or=io�� o� sec- ion oE the work under ;.�nt_ 3cc Si13� 1 be s1s�,P_�'�eu � imm�3iat��ly on written JCc�2C o� =`�? �ngine�r or tiz� C:,n�ra�- m�l� �� :i�.cLared cancelL��d �y t:ze �i-•� Co�in��i? For any ^o�:� �� S�1`=LClt.'�1� ::3:1SP. 2':1� fOL10Wlrlc7� iy '�i3`� O� ?KdRln�� Oi1C ZO: , �� ' i:nitation, may be consi�i�re•.� gr-�unds �or sus�nns=��n oc :�nc�llation: ►. � �, u �, F� i Lur� o E the Con F.ra:� to r to com�n� nc� w�r� oo�cati�ns witnin �h� ti:�e 5peci`ied i�t tz� w�r. �c Or��r isssed by r}1�? ��w-��c. �_7-7 : 7 ) b. Sunstan�:al evidenc� `:zat orog��ss ot the wor'.c coerat�c�s by Cont=ac��r is _^sufiicient to ��mplete =ze work wit:;' n=:�e sr.��_='_ed tiine. c. C� P � ?ailure c� the Contractor to �rcvide and maintai� sut�icien= labor and ecui�:�ent _.. �rooerly ?:Y@C1t� ��e worki::a ooerations . Substan=_ai =videnc� `_:�at `::;: ��nt�act�r '�a� �bandonec �he work. ��snstant-�1 evidence _aat �he Cor.__act�r nas �ecome _nsolven� or bankrupt, c:- ottier•.a� se f inanciali � �,nable tc �arry on the :�ork ��'�is��cLoril�. � f. =ailure �n �he part oc _�e C;,nc�actor t� observe any requ'_�ements of ��e Contrac� �ocuments or to compiy w_th any or3ers given �y �he Enaineer or Owner oro�ided for in �hese Contr=c� Documents. g. ^ail�zre c L t:�e Contr_ _=.ctor prcmDt_-r �o make �ced an.� defect in ,�at�rials or wor{manshi�, or any ce�ect� Qf any Zature the corr�ction oz which nas �een directed :Z writing by the Engin�er or the Owner. h. Substant_al evidence of of illega-ly procurinc a �raud on the City in �he contract. collusian for the purpose contrac� or peroetratinc construc�ion of work under i. A substa::cial indication that the Contractor has made an unauthorized assignment of the contract or any funas due ther�trom for the benefit of any credit�r or for any ot'�er purpose. J- k. I� the C�ntractor shall =or any cause wha`soever not carry on the working aperation in an acceptable �anner. If the C�nt.ractor commences legal action agai:�st the Owner. A co�y of �he suspension order cr action oc the City Council shall be served on �he Contractor's Sur�ti�s. When work i� susnended �or any cause or causes, or'when the contract i5 cancPlled, t:�e Contractor sha11 discontinue t'�e wor:c or such part ther.=_of as tzz Owner shall designate, whereupon the Sureties may, ar_ tZeir o�tion, assume tne cantract �r tnat por �ion the!'2�F wh:�h the Owner has �r3erPd the Contrac�or to discontinue, and ma4 percorm th� �ame �r may, with the �rritten �:7-7 t 3 ) � � ;:�nsenc oc �he �wr.`� , 71b:�t � .e ��c='{ �� _'��at �or`'_on JL ��:e WOiIC dS t3i�Z!7 OV?r� Dr�V1�e': �'1�`�)�V?Y� ��13t �.12 5i1��=�5 Si7Gl� �► e��rcise t:�eir ODt�Ofl� 1L dt �'L�� J=�Y11.^, �:JO %J2nK3 3L`�r �:1� .Jr_t�`'cil C?:i��C� C: Q�SCOrl�__i112 �:l? '+iCr;{ fla� �P_�'P. �=.."IAC llGOii . ~:,e �CC1t�3C�OC 3.^:G i1D�[1 �:Z= 5;1��C'..�5 O� ='1�1� __�:1Ci'_��c: acents. �'_':12 ..11�?=��cS� _.^. ..:1.^.:1 ��T'?Ilt _„n� � 3:a:liii? �LtP e ;;,^,ritr3Ct']C' S�ZdG� lfl dll LeS�ZC�S� 3riC1 S_.dll D2 OS_G �V �.;2 � �wner Eor �� 1 wor'{ o�r �or.,.ed �v `:�em in ac�orcance °� i�:� �:.� ��r�ns ot �:�e Cont�act �ocu�ents. all �►oni�.=_ rzmai;:ir_ c::e �ne ' i„_^.Yltractor at tha _'_:�e QL i.:=1S ��ra'11` SI'lc'aZ_ t:7@��'1�:r:: ':�^r��2 LA C::2 dRu Oc�'c3DLa �.^. `_�72 : ilr� _ � =S G� t`.'^.c �JOY'< .^.C� _ - =S"S + subject to al1 or �:� L`rms of =:�e Con�_ac� .�ocsment�. �" - �-: case �he Ssr�t�?s do r.ct, �ri��in ��e �e=�ir.anov� ��e��:e : c_me, ex�r�ise their Yi�hc _nc ��_or. �o _.s�me =:� �c._��ac� r.=_soansibi..Lt12S� ,7r t':1�� _^.00�v:OR ti:cC?O� '�ii1.C:1 �.i2 �W^�r 1cS cr3ered by the Contracto.r t� d�scontinua, ��:�n t:�e Ow�.a= s�a-- l-� h�ve the �ower to comolec�, c� con�_act c� ot:7er�ai��, as -� nav determine, t:ie �r�rk herein .�esc= i�ed or �uc� Odr' � �c_�r?� C �� a5 i � :nay cizem nec�ssary, anc �:ze C�ntr�c �or her :=�. �gr��s tz3t the Owne.r sha11 ;�ave til� ~=ght to take �os��ssi�n �� n: t1S@ any materiai3 � DI.3I1tS � t001.3 � �Clll[JIFl?:']t� SllN�,��c � �nQ �. oroperty oF any k:nd provided by tze Contractor �=;r t:�e Qurpose oE carrying on the work and to or�cur� o�:�r �oo��, nquipment, materials, labor and orooer=y ��r �he comc��t_on o= tze work, and to chargz t� t�ze accoua� o� �he �ont_ac�o% ��c Sc31C� COC1tr3C� 2X�@I1S2 fOL laioor, rtdt�rLdlS � �OOLS � �C:li�fTlB:1L � l. and all expenses incidental `�ereto. Tze expen�e so czar�ed sna11 be cieducted by tliz Own�r �rom sucn monies as :�ay �e �ue " or may become due at any �ime tiierea�`�r to the ��nt�3c�oc undar and by virtse of_ the Cont�ac� �r any �arr t.��of . Tze Owner stla'_1 not b� r��uir�d to ob�aiz ths lowest bi:i Eor t�ie �rork comnI.etin� thP contrac=, out tna �Xp2!'.S? to �e 3e �uc�ed szall be t�e actual cost of the ownzr oc sucz work. Iz case such �xoenses s;�all exc�e3 th� am��u�t which wos1� hav� � �e�n �ayable und�r the Cont�-ac� if th� sam� zad be�n com�t� �ed ►_ bv the Contractor, then tne �OtlLractor anc his Sur�c�es sha�t oay t!�e amount oF such exc�ss c� the City on riotic� Lr�;n t;�= �� vwner oE the exce5s due. fthe� any particuiar nar� �L ��e work =s 5eing c3rried on by t'�s Ownar oy cont~act or c�;1� �•�'-s � � �.�*�der tne provisions of tnis sec�=ion, ='�e Contrac=or sna_1 continuP the remainder of t!�e wcrk in �onEormity ��i tlz �h� terrns oF the �_ontract Documen"ts a�id iz suc:. a�nanner 3s to not � :ii�der or interEer� witti perfor:�ance o� tne wor�c by t::� ��wn�r. C 7-7 . 15 r ULFILLMENT OF CON''"RACT : Th� l 4r1 tr3C ~ wi 11 be � consid�red as having been fui�itled, �ava as or�vici�d ia any oon3 or �onds or oy law, when atl th� wor�c and �11 s�ctic�ns o� �' P=rts oE the ,�roj?�r coverP�3 �v che ti_on�_��t ��c:l^��`s ''ldV� i_7-^ ( 9 ) �, � Y be�n finished and c�mol�ted, �he L� :al ins�ec�ion made ov the Eng:aeer, and the iir.al 3cce�tanc= a-d fi�ai �aymen't mace bv the Owner. " C7- �.16 TLRI�!INATION �'rJR CONVENIENC� �F THE OW�IER: A. vOTIC� OF TERMINATIQN: T`.:e per�cr:�ance c= the .�ork under this cont�act mati- �e �ar�i��ed 'oy the �wner '_n whole, or �rom ='_;:�� to `_:ne in �ar�, i� ac�ordanc� with this �zc=:on, wne.^.e��er `�e C�wner s�:al� 3e��rmine �;:�a� _�_:. _er�n�..��on _s in �:�e �est inter=st ot t;�e ��wn�= , nny sucn c��nin;�ian sza11 �e effectec �� :I13_lizc a nct�ce o� ��rminaticr� to t!�e Con�=ac=�r soeci�vincr �he ex�ent to which �er`ormanc� or wor:{ undPr tfie c�ntrac� i= �.�rminat�d, anu t:ze cate ugon which sucn t�rminat�on becomes ef��c�ive. ��ceint of the notice sha11 'oe 3eemec ccnc?usive�y przsumPd and established when the ? ec��r is D� 3C�d in the Uni��d S`at`s Ma�l by the Owr.er, r^urtner, i� sha1� �e deemed cor.clusively pr�su�ed and establ'_shed �hat such termination is mad? wi�h just cause as therein stated; ar.d no oroof '_z aay claim, demand or suit sha11 be required oi the Owner =egarding such discretionary action. � � � ' �� lj B. CONTRACTOR ACTION: ��tec receipt of a notic� oF �� t�rmination, and excspt as otherwise directed by the Engineer, the Cont�actor shall: ' I. Stop work under �hz contrac� on the datz and to t:�e extent s�ec=fied in the notice of termination; 2. nlace no Lurther orcers or �ubcontracts for materials, services or �acilities except as may be nec�ssary :or comoletion of such portion of the work undPr tne contract as is not terminatad; 3. terminate a11 oruer� and subcontr.3cts to tlie � extent that they rela�e to the performanc� of work t�rminatzd 'oy t?:� notic� oE termination; 4. transfar title to tZe �wner and deliv�r in the �nann�r, at th� t=�es, and to tha extent, iE any, dir�c�e3 oy t�e cngineer: C7-7 (10) � � � .. n) C.`� '� i �rt l� �r7 c' '�' .�J «� O }' (.� �� '�� l1 ��i a � ..-, �, i i � : . c' � � . l, 11 �.y � ,; rli i.J l: � Q 4 �, �� ,--� n t.l .<] p f`� '; U f), U �. i �� 2 :� 4 1. � ,�f `� �U C .t� .. � �� ? �� ' r � m,,, i; ;� �� c� „� �� ;� �u � � (�� `- l. �� /) . (1 II' • � r' �) .. . � i �"� . I 11.J r+ r' i� U. •.-� �-' �h C !i .-� •.-1 ,Ti O i� �;i•.J -.-1 !f� AJ � . ! � 1 i� �; 1., �� 2� ••� rtf R' ( �� '�� r J 1 �-t' •i �ij n�� i� �� ).c' s i y., -i �� U1 S, �� f� l. �� ' r11 �� i� (1 + n O,�i� � �; n �-� ' rn L� ��1 � ' ' .� '' ` t" Q) b L-� - f., o m_C U o_e o .�L+ .i Q) 1_i �d v a �(� ` S' (1) u� ,r� ,� O Li .d C � r� rJ .IJ �� L, m�d rn•.� a� �� n `� N Q) �: .r� �� .0 n) 1, t, O� ., �� •.-� -� r� O, r.t � 1� C nt ��•(�, C) •� �G-t Q) rt� Q�_� rt1 V�.0 �, c� ut n c� r. 'u °'�%j t�� U�Ci !i , � �i� .l1 „-� � � �� C) �� m •.-i �.� �. C! s � �i � v ,_r la �, � „� i) � � �� .�1 - c, �d ' � �., � Q ,�� !-' �, !�� a� t, �1 � O a� iyj� � O � ' � n � Q� ..0 ,--1 � �) N 1� 3 cn rt! '� �--� � a.� o, o� _n a� r,� .t) v' tl 1 S� {' �� .i� �; �� .O1 �� ' �.1 11 I ill � � I � � � �i� � �- (LI -.J O� F= �� m ,� �1 m �tf C C tt� �� 21 n �1 tl) '� C c� o �� l` �.� � !> �� b 1-i r. c: c) •. , ..-� �ta � G= �a -L �1 a�n,�� C)� r .0 n� � �u � � O � � a! a�v,.V [' t � c i v� c� u�r�; in 'A C� � ��-; l � rtl i� .i � �� i,. .., \� � � �� )! r1 �� n! � � � 4; ,.. . i ��, • � � �'� �. �-i �n i� t.i �l t!I �) i�1 ;'� S i (I� I : �,� �i) .2 � �A �� ?� C9 �- 4! S.. � 1 () � V J 1 S-� n� �-. N '�U �� C � O� <ll �� .�: ,r. '11 �� i 1 I I 1 / 1 .0 Q� ••-1 r, _C >, �; a� ---+ 3 � r E: U 1� �n ,r� N.,a -�i 1.� . rt „� O s' 'U n � U f= rl) C � C -^I rd }, O O _C `� a� i.! [ � .0 � O .C' �J � .4 ) 11 .4J nt �� ;> U . U � � rU M �1 r: C � �.' �a .-�i "�� .� m �� .� • '_� Q) C C �� A �' s-� O O � j a� G`' o� � c� ro .ti' qJ �CJ �J? Si� ">� nf s� c_ a, s• rd ,., � � �r -.-, l� C �o �) �ii QI �;± C � t �: in ... 4� C • 71 n� _� .!�' C) .r' C.: Q � �� :�,, r) ri i�� iT� !' C' ,Ri i.l �l-� rti �.+ �n -? p, tii -U �� r � N ^� ..� ,� �_� .y � .�, � � ��i ,�� ;� '1� ,� n'1-' a� iu ,�� i� r_ �., '' :n C? R� t., �� t� Q , .-1 •.-a 'A rj� --� ,.; r e� rn �, ,�, r, �� ,, , -� �n , � t-� �' ui c) �� F' I�� C rl! Q., Q�..� �.i �� ,. � (' t� i) �r� �� . , '�i � � �-� t!) !) 1� � �� i .S. l.� Q� '. � � If; V !1 �n a� �� ti �J N t• .�� ..� �1 CT .,-� •.-r b' 4) 1-' 1J � lA � O�-' �+ _c �n �., . u,, �, ..-� rLi � _c� .,� �, � 1, c q w� a) .�� e U,+ � `� ?+ .a� C? � d, O N 1J rn ln Q� �. IU � �A Rj AI .i r. •.J .1! �� Ca ..1 �Y V) �'ii �C ...1 U R) 1 I �� C�l1 r,.i rd a, Ql 1, �) a+ O�� -' a� �� _r o rt �� .� � ['L'o�y�.,ous� �r.�.u��u,� v 1J � OJ.,..� r--1 •.-1 ` 1J �J1 1: Ri ..{ U a rP •L• r--1 ,-1 W�[j 'ti '-^- tLi '"� .-1 ..-I Z . RS C ---� � -r-i .-� a� ._, rt � '-� '� � m 'n s� '�' , a, rt �s U.,� � ro 5-, O� y� '� t� � .0 n� �i O��'+ � C! .,.1 f-� R� O 1J L V? i.) tn U U O� O tJ� t± r�t •�,� � G n1 � � ��'a G 3 c" u_• r O n"J ,-� N N`�� [:1 � 1� .,a �.J � �� di 11 S". ,�� L' Q) Vl N ta _U tt� �� .lJ .0 a! 1� �n rtf 4 O � �� •.-� 4� a� p�b .�, oa a..0 c� y v! r_ �-+ ,� 1� Qi m ?� � C C. C� w 1J .--1 ?� �*J -C' t� �_C O O � _O ..,..� 7 .� •b [ � a,00rt [ �,��w b�f� � "' 'a . m 't7 q, p in ,,, � � � � !-i �� '�� r Q1 .� i S..r .i! n •i� �C� r.: �Rtro��'��Nu,o�•�.-� rtrt� "� rt r., C[��° �, yb a� --i --1 C." -1 [ V' O �� !n 'r'1 ;� "'� ' � '-� �� L� r'd � �i �� .S] C �J N �' 1.1 .,� a, a� r, � [ �� .r _u � ro .�, •-+ •.� a� �r' a� �.� [il b,•�� •.a � i� •r+ m t, '� r-+ � tr u_, m r.; . �., ;,, ;�, ,-+, C.._� C l� t, r tft ....i �, r ,� �, �, �u `n "` L� G � � rr+ • .1� � � � ., � r'LL� �o r ��; •� �� f� rt: ,� U �, i�-i r' •,a �' i -� tU fil , � .0 �J C' �� l.; • y �; . �� 1 .SJ i�\ iJ �f1 �� '�� 1 � � ' O) �r, �� C � ,y C . n, M '_'� � >r ---1 r'� .0 O � �P. Q3 t., A �� .t-1 N �'�) ��.r n� ,p �, •�� t! ,Li� �n (11 ':? C 3 t: '?v C ; �.� n r � L, ..� _o ..� rn " 'a, �oc�!r•-',n�c;c;� .� r_ ►-a �, C� .,..� p . _+ � V [� C ) ^ � =t � ..-� U? .,.� � �f ,� �,n r1 � a1 � �' t, N �' .� 1� 1+ � .� :1 C?� CI �� 3 ,t�� .-� � � �J G, k; () O ,� �' (i� ,; �-' �'� !) (_� �� _� ►-� p "' „j a, � � �, a� � rt p �, a s� N .!' •-1 U 4"� ..� � ,c� � rt� ..a L, .t~ rt! �, .-a a �-�w��.,G�� U . U• ,..� ,r r C �.�.�., N � ` � �r p� C�J) C.D � rt! u' U � �.-� � � ..a Q , .� ! �, ., _� � � n Q: �� rtf c cn v� ,� 7 � .0 �n .0 �, 'U U ►-� "� •.,1 � ^_� �' �, ° �� .-1 «S � �U �j L• W �) QI .'.a L� L �(J� ^t �.� .0 .,: 3;--� rn u C', v� (�� r-1 r- 1 r-- �` �1 r - - . + � , J � h.. , d L . , � J G. . . . . J � .� � _ � �� rr ►.�� . � � D. �MOUNTS : �ubject �o �Re orcvisior.s �c I�em � C':-7.i6(C: , t`�e Concr�ctor and Owner may aaree upon �:�e whol� or any par � ot �ne arnoL�t or a:�oun�s to �e pai� t� ct:e Contrac�or �v r2ason of the �o`al or � partial �ermination o= aor'�c �ursuant :zerato; �rovided, �hat such aQr�ec amount �r amoun�s shall r.ever �xc�ed t�e �ot=� ccntract ��r:ce as r_�uced ov � �:-ie amoL-t ot oayme�t� o�:�era�=2 :�idQn a^d as =ur�ner =�duced bv ��:e c�nt�act �r:c� or :�;,r°t not ��rmi;�a��d. T:�� •^_�n��ac� s��1� �e ;r�ezdec � �ccordi_^.c_y, and �^�e ��r.=�ac`�r �na? 1�e �a'_a the agreed amcunt, vo amount sha11 be 3ue roY icst cr �' anticip��c DrOL� ��, votning iz ;,7-�,_6(E; ::ereart�r, prescrioinQ �ze amount �� be �aid _� the � :,ontrac �or in t`Ze ev�nt oi =ai' ur� o� `ne Contrac:.cr by reason ot =Ze t�r:nination o� wor:� gursuant �o this sect�on, sha11 �e ae�:,led `� ii:nit, � �estrict or otherwi�e cetermine.cr af=ect the amount or �.mounts wh=c!� �nav be acraea urcn `o oe paid to t'.^.e �oatractcr �ur�uant t� �his �ar�gr��n. ,,, E. rAILURE �'0 AGREE: Iz th� ev2nt of the �ail.ure of �- the Contractor and the Owner to agree as �rovided in C7-7 .? 5 ( D) upon the w�ole amount �o be oaid tc � the Contractor by r`ason o� th� tar:nination o� wor;c � pursuant �a this sect�r�n �:�e �wner shall decer:nine, on the basis o� infor:na�;on avai13b1A tc it, the -� amount, if any, due to t`�e Contractor by r�as�n oi i the termi:�ation and sha11 �ay to the Contractor the amounts determined, vo amount sha11 be du� for ,� iost or anticipated profits. ,� F. DEDUCTIONS: In arriving at t'ne acnosnt ciae the contractor under this sec}ion, th�re sh�Il be � deducted (a? all unliauidated advance or otner payments on account th�retofore made to the �ontracter, applicabl� to the terminated pertion aL � this cont:ac=; (�) any c'_aim which the Owne� �aay �_ nave against the Cant�actor in connectic�n with tni� contract; and (c) the 3greed �rice for, or tne �roceeds o:E sale of, �ny materials, suo�li�s or '� other things kept by tae Contracto� ar so1d, � �ursuant to the �rovisicns of tt�is CLd'152� 3zd not otherwise r�cover�d 'oy or credited to the Owner. � G. ADJUSTMENT: If the termination 'nereunder �P partial, �rior to the sat��ement of �he tE..'rlIIL�l3tPc3 �ortion oi tnis contract, the Contra�toc �nayr file � with the c�naineer 3 recuest in writinc E�r an � 7 C7-7 (12) � � L e�ui �ab�a adjus t:nent o� t:�e _ �:ce or pr,c�s s�ecified �n the ccntr=_ct _elating �� the con��nued oortion c� �he �ontrac� , �:�e oort��n not ter:nir.at�� b�- the nc�_ce o= te_:n:^3��on?, �uch equi��:le aciustmer�� as may be agra�^. upon shall 'oe :nac� in s�ch oric� or pric�s; nec:�izg cor:�ained ,.er��r., hcwever, �zali Limit =^e _:cnt o= =�e Owner ar.c �;e Contractor �o agree ucen =:e amou::� or amo��nt� �.. be paid t� �he Contrac�cr �or �he ��mpletion o� �::e ccntinuec gortion c= '^� cont= ;ct whe:� �_'_c �. • ccntract �oes not �o^ �a�.. ar. es��l�shed c�n�_�c'� �, pr' ce -or sucn con`inued : cr=�.on. _3. NC LIMIT-.'^TON OF �IGc�S • Vo�zing ��ntai^e� _.^. _�=_ section sna11 iimi � or ai ��r tn� _:gi�ts wn�c:� �h� Owner ma� have �or ��rmi:�ation ..= this c�nt=ac� u:.der C7-%.14 hereo� z.^.�.� ��ed "Suspension o� Acandonme_^.t of the wcrk and e�m�nc:-=_nt o= Cont=ac�" or any ot`:er right whicn Cwn�r may ::ave for deraul�. or breac� or contract �y Cont�ac�or. f, C7-- . 17 SAF�'TY METHCDS AND P:�ACT�C�S : T:�e Cc.^.�ractor snai� �e res�onsible �or init:ating, �nain`air.ing, and supervisinc ;l' � sa��ty precautions and progr3ms -z connect�or. �rit;� the -aor°t aL ali times and shal' assume aIi �es�cnsibil_�ies �or cze�- enr�rcement. The Contrac�or shal.l romply wi�h r?deral, =�ate, and iocal 1aws, ordinances, anqy,re�ulations so as to prctect �erson and orc�erty frcm injury, including deat`�, or damage in connec�ior. wi �:^. the work. � D 0 a 0 0 1p Y __ C7-7 ;13) e� o� s��_ e� ��■ � ca � e� o o s � . . � .. �.1 � [f ?AR� C - GLNL�AL CONDI^_'ICNS �8-3 MEASURE.�.ENT aND P��MENT � l SEC"_'TON CS-3 �iEASURE:��NT AND PAYME�IT Cg-�,1 MEASuREMEN'" OF QUANTI'�TE� "'he de�er;nina�ion c= � �ua::�ities oi work oerrarmed �y c:.e C�ntrac�or ar.d au�ncr:zec �, �y =:�e Contract Doc��en�s acc�ot��l.: c�mpletac under ��-:e ��r;ns OL �::� COI1Li'cC� �OCIi:'�'ILS shali �Jc TRc�� by _he -ng'_:le�'_' � �dSAQ �� on -:easuremenc.s made �y the �ngi-�er. ?'i72S2 -:� :sur�me_^.�s �ii= �e -ade according to =he United ..�at�s Stand�rd Keas�:r�men�s ' '1S-^�^_ 1i1 common orac=�C�, and 'vJl_:. C� �11c'' dC�.:�l !?T1C�:.� dr'?�� SOZ-Q COl1LeI1LS� Illltil:@�S, and we:gn�S O� ��lE iildL�'_'=c� S ciI1C :.t�^:s installed. Cg-�,2 UNIT �RZCES: When in the P-oposal a"Unit Pr=c�" is sec =orth, �:�e said °�ni� Price" saaL' include �Y:e furnishing by `:�e Cont�actor o= a�l Iabor, `cc_s, mat�-:als, mac7in�ry, `� equ_pment, ar�olianc_s and appur=enances necessary =or t:�e �-, cons�ruction of and the complet'_on :n a manner acce�table to the Engineer of a11 work to �e dor.� under =hese Con�ract - Doc��ments . The "Unit Price" sr.all include ali permane:�t and tzmporary nroL�ction of overhead, surface, and undergrcunc struc�ures, cleanup, finished, cverhead expense, bond, insurance, oa�ent fee=, royalties, ris� due to the elaments an3 other causes, nel�ys, profits, izjuries, damages claims, taxes, and all `" other items not speci�ically ment�onec that may be required to �a ful;y construct eac: item of the wor{ complet� ia place and in a saLisfactory condit�on for opera�ion. C$-8.3 LUMP SUM: when in the Proposal a"Lump Sum" is set � for�a, the said "Lump Su�" shall repr�sent the total cost for � the Contractor to iurnish all laoor, toois, materials, mac^inery, equipment, appurtenaaces, and ali subsidary work r� nec �ssary for the c� nstruction and completion of all tne work to provide a compl�te and functional item as detailed in the " Special Contract Doc��-aents and/or Plar:s. C8-8.4 SCOPE OF PAv'�SENT: The i�ont=actor shall receive and � acc��t the compensat:on, as herein p_ovided, in fu11 payme:�t �or �urnishing all ?abor, tnols, materials, and incidentals for �erforming al1 work contemplat�d and embraced under t:�ese � Co n�rac t Documents, `or all loss ana damage arising out of the natsre of the worK or from the action of the elements, for any �• unforesee�� defects or obstructions which :nay arise or be enc�untered during �he prosecution of the work at any time C8-8 (? ) � � L �J be�^.re its =ina1 ac�epLance oy ::ze �wner, :�rc�pt as �rovided � i:� �aragrapr CS-:.1:. �or alL __sk� �i wh�_�ver des_: N�_on - ' r � ` ' i� con .ectad w� �h the �rosecution o= _:�e wcr�t, `or a1' �xaense � :nc�r�=d by �r in cor:se�uenc� oF sus�ension �r discon�:nuanc� o= =ucn oresecutic�. o� the worKizg ooe��ions as �er�in �- scecified, or anv and al1 inf=_zgeme��s or �atents, '� t�acemarks, copyric^ts, or other lecal =�szrvations, .3nd Lor � co:n� � et�ing �`�e wor�c :� an acc�ptable r�anner accordizc �o the � :�r:-s of t:�e �cntrac � �ocaments . The �ayment of any �srr'nt or ?art'_a� �sti^:�� rior �„ _;nal �cc��tancs o= the work �v the Owner s:.all :r! :o way cc:.s�.ituta an ac'.cnowlec�ment o= �he accsptance oL _he �r;,r:c, mater��is, or equ=�ment, r:cr in an� •,�ay prejudic� or a£fec� �';ie obi;ga�'_ons Of =:1A COrit�3C�Or tC r?Dd1Z� COr'=?C�� Cn!12�A, O� r9DIciC? d� �71G OWT: �I1C1 DiC^�r eXDe_^.Se 3IlY c1eL?C�S �r ifRDc:�QC�lOI1S '_Il �`.:78 co^��ruction or in �he strengL:� or qualit; of the :�a`eriai usec or equ:pment o� machinery fur:.ished in or abcut the con=_�ructior. of the wor't under cont��c� and _�s appur��nanc�s, or �ny damage due or at�ribut�d �o suc". cefects, which de��cts, imp erfec�ion, or damage sha_1 hav` �een discovered on or �efore t�e final inspection anc accepcanc� of woric or dur:ng the ene year guaranty perioc after =ina1 acc�otanc�. The Owner shall Ue the sole judge �� such cetec�s, imoerfections, or damage, and the Contract�r shall be liaole to ��? Owner Por failure to correct t'�e sa�ne as providea herein. C8-8.5 PARTT_AL ESTIMATES AND RETAINAGE: Hetween t:�e Ist and u Sth 3ay or each month the Contractor shali submit to the Engizeer a statPmen� showing an estimat? oi the valae or the � wor:� done during the gr�vious month, or estimate pariod under the Contrac � Documents . Not later than t'�� I.Oth dav of the montz the Engineer shall v�rify suc� estimatA, and ii i� is foun3 to be acceptable and the value of wor'.� perfor�ned since � the last o3r=ia1 payment was ;nade exceeds one nundred dollars ($I�J0.00) iz amount, 90� of such estimated ss:n wi11 be oaid to the Contrac�or if t�e total contract amount is less than "1 $400,000, or 95$ of such esti�ate3 sum wi?1 be paid to the � Contractor i` the total contract amount is $400,000 or greater wit:�in twent,r-fivz (25) days aFt�r the regular estimat? period. , The City wii= have the option of �reoaring e5timates on Forms furnished by the City. The partial estimate may include � acc��table nonp�rishable mat�rial.s 3zliv�red t� the work which ara t� be iacorporat�d into the work as a oermanent part (� thereof, but which at the th� time of the estimate �iave not L1 been instal?�d. (such payment will be allowed on a uasis �f 85$ oF the R�t invoice value thereof.) T!�e Contraccor sha11 � furz�sh the Eng�n�er such information as he may r�c�uest to aia ` _� ♦� CS-8 (2) J L� � � r• � r� liim as a guide in �he ver�Eicst?cn or t::� pre�arat�on o_ �ar �ia1 est::�ates . It is unders �ood zha� the partia_ es��mac� i=c:n mont:; to :nont:� wil� �e approximate only, and a�' nart:al rncnthly Ast:.mac�s and oaymen� wi11 be subject to co==ection :n the est�ma'te r�ndered =o1_owing t�,e discov�ry oi an error :n anv pr��r� ous �s t _:nate , anc Sl1Cti1 �� imate Si1d1Z :70L � ].fl ariV =?SU2C � � ce :ak�.^_ as �n admiss�on or t^_ Owner o= t'.^� _-ount aL aor'.{ �cne cr oL _ts aualitv or suf�'_ciency, or as �_^. acc�o��nc� o� �he :�or'� uone or t:�z �elea�e of t;�e Con==actor �� anv o� �i� _�sconsibil��:.es under the Cent��c� ��cuments. � �he C�t�� ?"`'cSZrVeS �::� right to wi� :;�olc t`:� oaymen� oc any mon�:�ly asti_:,ace if =-e cont=ac�:,- ��i1s to �r=or.� �':le wor:{ st� ictiv ir. accorda.^.ce with the s�eciricat'_�ns or provisions of t'�is cont�act. CS-�.6 WITuHOLDING PAYMENT: Pa�:zent on �ny est_mata or estimates �nay be heid in abeyance _= the per=ormanc� o� the con�truct�en oper�cions is ^ot �R accc�ldriC? wit:� the reQuirements of the C�ntract Doc::rients. CS-8.7 FINAL ACCEPTzNC�: Whenev�r the imprcvements provided for by the Contract �ocuments shall nave been comoleted and all requir�ments o= tze Contrac� Documents �hail zave been fulfilled on the part of the Contractor, the Contractor shall. notify the r.ngineer in writing that t:ze improvements are ready for the finai inspection. The �ng�near sna11 notiry the appropriate officiaLs of the Owner, will wi�:�in a reasonable time make such fiaal inspectio-�, and iL the work is satisfactory, in an acceptable conditior., ana has �een completed in accor3ance with the terms o� the Contract Documents and a11 aporoved modificat�ons ther�oF, the �,ngineer wili initiate the �rocessing of �h� finai estimate and recommend final acceptance of the project and final payment thereFor as outlined in ;.8-8.8 below. `� C8-8.8 FINAL PAYMEN'": Whenever all �he imprcvements provided . for by the Contract 7ocuments and al_ approved modi�ications thereof sha11 have been completed and all recsir�ments ot the Con �ract ,�ocaments :�ave been fulf i �ied on ` ze oart o f the Con�ractor, a final estimate showi�g the value of the wor;t ` wi1l be prepared by the Engine�r as soon as the necessary measurements, computations, and chec?cs can be :aade. � AZL prior subject to `� payment. estimatas upon which payment has been made ar� necessary corrections or r�visions in thz final. CS-8 (3) �, The amount oz the ��al ?stimat?, _�ss ore��;:us payme_^.�s and nI7`� 3�1It1 L'ld� ti1�uVF' :��?rl QF'Cl1C��•� ."J'_� �?ta_':�Q i1RQ�: =;1e �r0� ;S 10CI5 OL Lt12 t:.Jnt=ac� 70C',:Tl@!'.�S � �+T1� � J@ Oa'_� �C ��le �ont�actor within 60 ��ys ar'ter final �ccep�ance �v �� ;wner on a proper resolu�-on or the Ci�� Counci'_, provided �he Cont:actor has �urnisc�d �o the Owner satisfac��ry �vic�nc� o= �ayment as Lollows: �r:or to sub:niss:on oz t!�e rinai astimace `cr :avment, the Con_rGctor shai_ esecste ar. a*=ica�it, as r'1r':_Si12Q bV �il@ C1-_ r C�r�'_i�1_ _�::dL dll �ersanS� �_�:i1Sf dSSCC_3t1.0[1S, cor�ora__o^S� OC Ot::�r o=ganizat:ons L11i�1�f:::1Q Ldt�Cr and/cr ::�ateri�_v �dV� De�.'_^. �n_ : 1?7 i1.I�_� t17dL =:2 '.vn�2 SC31'? �?S ��Dl ished }JV ':le L'1tV C�llIIC_1 ' 11 _::? �ity O L C Or � Wor`_., ;1dS �P_�ri aaid, 3[:G t?ldt t::?'_'2 :r8 ^,O C�a'_:�15 pencinc =cr parscnal injury and/or �r�nerty da:�age=. The acceotance by t'::� C�ntractor or =:�e last or final �avTenz as a=oresaid shall ope=at� as and �hai_ �al�as� �ne Owner i�om a11 �laims or liabil'__ies under �:.e C�ncract ��r anyt:uag cone or � urnished or relat__^.g �o the wcrk ur.der Con �= ac � DOCIIR2ALS or any act or neglec� o� said C�Ly =e?ating �o or ccnnec�zd with �he Contract. '�he making of the fir_a1 �ayment oy the Owner =;.a11 not �el'_eve the Contractor of any ^uarantees or otzer requirements of �he Contiact Documents wh�cn sneciEica�ly continue thereaf�er. C8-8.9 ADEQUACY OF D�SIGN: It is understood that the Owner believes it nas employed competent Engineers and designers to preoare the Contract Documents and all modifications oz the a�proved Contract Docsments. It is, therefore, agreed that thz Owner shall be rasponsible =�r �he adequacy of its own design features, sufficiency of the Contract Docume�ts, �he saFaty of the structure, and the oracticability of the op�r3tions of the comD�eted projecc, orovided the Contractor has �omplie3 with tze reguirements of the said Cont�act Documents, all aoproved modifications thereof, and additions and alterations ther�ro approved iz writing by the Owner. The burden o= proo� o� sucn complianc� shal_ be uoon �he Contractor to show that he has compZied with the said requirements of the Contract Documents, approvea modifications thereof, and alI approved additions and alterations thereto. C8-8.I0 GENERAL GUARANTY: Neith�r the fina? certificaL� of paym�nt nor any pro��ision in tne Contract �ocume:�ts nor partial or entire occugancy or use �f the prelnis?s by thz Owner shall constit��e an 3cceptance oF wo�k not done in accordance witn t�e �;ontract Documents or raiiPv� �ne Contractor of liabili=�� i�z respect to any express warranties or =�sQonsi�ility fcr `aulty ma��rials or workmanship. The Cont�actor sza11 r�mecy any 3eEect� or 3amag?s ::� `!�e work and C8-8 (4> u [� �av for anv 3amage co other -�ork =asultir.c �her�irom wi:ic'.^. ., sha�1 appear within a oerioc oi or.e vear _=om tze da�� o� =i��a1 acc�ctanc� �� the work 1t1,?s� a_��ger oe=�oc i� spe�isied andshali �::rnish a�ooc a::d suif:c��nt mainteranc� �or.d in the amount oi 100 peY�e�t oi ��e amount or =he con�ract which sha��. assur2 the peY�ormanc� or t`;e gen�r�� - gua�anty �s above 011t� �RA. T'.-:� Cwner wi__ give not�c= o� �oservec derects wit:: reasonacie _ ram��:�ess. �� ..,8-� .11 SUBSIDIaR`_' WORK. �nv a^.. a1i �cr� sceci_ic��.l_ coverned bv docsment_ry �equir�me_^.�s =or tze _=oiect, suc:: �__ �-� �onditions imposed by th� P_:n�, �he Ga�erai Con��c� �oc�ments or �hes2 �oecial �ont�ac- Docu.�n��:�s, i^ whic`: ne ' speci�:.c � t�� fcr ��d has benn �re�: ided ��r _n the �roUcsa'_, snal' be c�riS1Q2r2Q �s a sunsidiary _�em of werk, ��:e cos � o� � :�nich shail �e incllded in `'�e �ric� bid in �ze Pronosal, tor . �ac`: bid �tem. Sur=ace restor;�icn, roc:t �:�cavation �nc cle�nuo ar� general itams o� wc�'.t .�nicn fal� in the catecory � oF subsidiary work. `� :,8-� . 12 MISC�LLANEOUS PLAC�MENT OF �.ATERIAL: �laterial �nay �e �� allccated under varicus bid i`ems in �:,e Proposal to �stGb�is'r. uni � prices �or miscellaneous �iacament oi :naterial. '^'�ese � mat=_rials snall be used only �ahen directed �v the Engineer, depending on f ielc conditions. Paycnent rcr miscellaneous � placement of mat�ri�1 wi11 oe ,�ad� ror only that amour,� or material used, measured to the nearest ane-tenth ur.it. Payment for misc�llaneous glacement of mat�r;al sha.11 be in accordance with the General Contract Documents regardless ot the actual amount used for the prejec�. C8-8.13 RECORD DOCUMENTS: Contrac�or shall '�eep on record a cooy of a11 specifications, �lans, addenda, modifications, shop drawings and samples at `he site, in good order and annotated to sfiow a?I changes made during tze con5truc�ion prec ess. These sha'_1 be delivered to Engine�� upon compl�tion �. of �he work. u D 0 �-, ca—a c> > � ,-i► asr � � �► .�r � a�• �. �+r. � a�. � , �r�. .�r � �- � a�r� .� -�� a�s � �R � •�1� ..,,�r.' � � times the ancunc cr the bcnd. The suret�.� mus�. be � �censed tc business :n the staLe c= Texas. mhe a:�oun� or `'�e �cnc shai � noz excaed �he amoun � shown on the Treasury i�s � or one-rent:� (_; 10 ) oi the �otal capita� anc surNlus ..�� reinsurance _s �ec�uired, �:.e company wr_tina �he =e=.^.sur- ance must be auzhor'zed, ac�rediteci or t�usteec =o dc business in �'exas." D. Secz�on C3-6.5 snculd �e dele��. in its ent��eLy and ra�_�c2: �- - �aith the �ol�owirc: f' Par ��al �av as �i�ates sha_� be sub:zizt�d :v �he Cor �_ �c- tor or prepared by the C��y on the 5t:� day and 20�.` ca�: • o= each �ont :`haz t:�e wc�:c is in progress. ^he es��_:.at� L snall be prccee�ed by the Cizv on zhe �Oth day and ZS��h dav �es�ec�'_velv. Estimaz�s will be paid wit'�in 25 da�rs " �oilowina t:e end or t:e esz�mate 5er_od, �ess t�e .. a�propr�ate �etainage as set out be_ow. Par��.ai pav esz�mates mav inciude acc�Dtable nonper�snable�aaz�r-a?s delivered to the wor� pl�ce which are �o be inc�r^araze: inzo the wor'{ as a per.nanent part thereoz , but wnicz a` , the time of �he pay estimate have not been so ins�a�led. If such mat�rials are included withi:: a pay es��-.zL2, payment shall be based u�on 850 of the nez voice value thereof. The Contractor will furnish the Engineer sucn information as may be reasanably requested �n aid i� the veri�ication or the preparation of the pay est�at�. For contracts or less than $400,000 at the time ar execution, retainage sha_1 be ten per cent (l0a). For contrac�s of $400,000 or more at the time oi ►- execution, �etainage shall be five percent (5%). �i Contrac�or shall pay subc�ntractors in accord wit:z the subcont� act agreement wit:�in f ive ( 5) bus iness days after receipt by Contractor of the payment by City. Contrac- tor's failure to make the required payments to subcon- tractors will authorize the City to withhold f ature payments from the Contractor until coinplianca with this paragraph is accomplished. It is understood that the partial pay estimates wi11 be approximate only, and all partial pay estimates and pa �,ent of same will be subject to correction in the estimate rer.dered follow�ng the discovery of the m=stake -2- " � � � r � � � r � r � v C� C� � o � � �. r� L � � in any previous estimace. Pavmenz of any par�ial pay Gwner or the amounc of wc= � cone or or its cxuali�•r or suf�iciency cr as an acce�Lar.ce or the work done;+nor shall same release the Con�=ac�or of any of its respcnsi- bili�.ies under t::e Contrac� Documents. The C�ty resz*-ves the r�gn� �c ;�ithhold the �ayment of any partiai est�mate i� �he Contractor fails `o per�orn tr.e �rork in s�� _�t accordance with the specif�caLior.s or other ��cv_sions o= this con- � t�ac�. �. �=_r`� C- Gznera�. C�nd�t�cns. �aragrapn C3-�. 1. De_eLe subparagraph a. r. Part C- Qenera_ C�nditions: c�ragraph C�-3.11: De_ete subparagrapn g. EV^ECC 8 �..1 f' . 4 o � e e � � � � s � � � � � o �■ � � � 1■, L�J I�J u � l■1 � � L�l � I�J � � L■J � � ��l I�I PART D SPECIAL CONDITIONS PREVAILI�iG WAGE RATES STREET BORING TESTS L■J e � CI tj � � ,_ L�J I �I �J u �I � �_ ., u 0 D- 1 D- 2 D- 3 D- 4 D- 5 D- 6 D- 7 D- 8 D- 9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-3 8 PART D - SPECIAL CONDITIONS TABLE OF CONTENTS :_: � �► ► General Project Designation Right to Audit Project Signs Pipe Cleaning Materials Wage Rates Coordination with Fort Worth Water Department Dewatering Crossing of Existing Utilities Existing Utilities Exploratory Excavations Test Holes Substitutions Concrete Sidewalk and Driveway Replacement Deleted Deleted Crushed Limestone Backfill 2:27 Concrete Pavement Repair (E2-19.5) Pavement Repair in Parking Area Trench Safety System Deleted Sanitary Sewer Manholes Sanitary Sewer Services Water Services Removal, Salvage, and Abandonment of Existing Facilities Valve Blocking Ductile-Iron and Gray-Iron Fittings Detectable Warning Tapes Deleted Concrete Cylinder Pipe and Fittings Type of Casing Pipe Minority/Women Business Enterprise Compliance Valve Cut-Ins Connection of Existing Mains Purging & Sterilization of Water Lines 2-Inch Temporary Service Line Deholes (Misc. Ext.) � � �' � �- ► �� L. � �_ � � t. � D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 D-51 D-52 D-53 D-54 D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 D-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 D-81 D-82 D-83 Easements and Permits Highway Requirements Construction Limitations Concrete Encasement Connection to Existing Structures Bid Alternatives Pressure Cleaning and Testing (Misc. Ext.) Site Preparation Submission of Bids Bid Quantities (Misc. Ext.) Determination and Initiation of Work (Misc. Ext.) Life of Contract (Misc. Ext.) Concrete Riprap Concrete and Accessories Temporary Pavement Repair Interpretation and Preparation of Proposal Bonds (City Let Projects) Bonds (Developer Let Projects) Barricades, Warnings, and Flagmen Turbo Meter With Vault and Bypass Installation Disposal of SpoiUFill Material Temporary Erosion, Sediment, and Water Pollution Control Open Fire Line Installations Hydro Mulch Seeding and Sodding Payment (Misc. Ext.) Television Inspection of Sanitary Sewer Lines Water Sample Station Determination and Initiation of Work (Misc. Repl.) Scope of Work (Util. Cut) Contractor's Responsibility (Util. Cut) Contract Time (Util. Cut) Traffic Control (Util. Cut) Required Crew Personnel & Equipment (Util. Cut) Time Allowed for Utility Cuts (Util. Cut) Liquidated Damages (Util. Cut) Paving Repair Edges (Util. Cut) Trench Backfill (Util. Cut) Clean-Up (Util. Cut) Property Access (UtiL Cut) Submission of Bids (Util Cut) Standard Base Repair for Unit I(Util. Cut) Concrete Base Repair for Unit II & Unit III (Util. Cut) Project Signs 2 to 9 H.M.A.C. Pavement (Util. Cut) Reinforced Concrete Pavement or Base (iJtil. Cut) C� q �: � r� �� s� � � � � D-84 D-85 D-86 D-87 D-88 D-89 D-90 D-91 D-92 D-93 D-94 D-95 D-96 D-97 D-98 D-99 D-100 D-101 D-102 D-103 D-104 D-105 D-106 D-107 D-108 D-109 D-110 D-111 D-112 D-113 D-114 D-115 D-116 D-117 D-118 Curb on Concrete Pavement Adjust Water Valve Boxes, Manholes, and Vaults (Util. Cut) Maintenance Bond (Util. Cut) Insurance (Util. Cut) Brick Pavement (LTtil. Cut) Work Order Completion Time (Misc. Repl) Move In Charges (Misc. Repl.) Workers' Compensation Insurance Operating and Maintenance Manuals State Sales Tax Trench Excavation, Backfill, and Compaction Statement of Materials and Other Charges (DO NOT USE! !!!) Shop Drawings Post-Construction Television Inspection of Sanitary Sewers Lime Stabilized Subgrade (Util. Cuts) Cement Stabilized Subgrade (Util. Cuts) Specification References Explanation of Bid Items Cost Breakdown Vacuum Testing of Sanitary Sewer Manholes Samples and Quality Control Testing Protection of Trees, Plants, and Soil Partial Estimates and Retainage Payrnent Subsidiary Work Addenda OSHA Standards Project Superintendence Resident Engineer Progress Photographs Termination Hazardous and Toxic Materials Age Disability Indemnification I�� ■�■ � ■� � � � �r � � � �■ r r �■ir r � � � � t � � p- 1 (:F.NERAI, : 1� Subject to modifications as herein contained, the Fort Worth Water Department's General Contract . Documents and General Specifications. effective July 1, 1978, are made part of the Contract Documents for this Project. The Plans, Special Conditions and Provisions Documents, and the ' rules, regulations, requirements, instructions, drawings and details referred to by manufacturer's (-� name, number or identification included therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the Contractor. The Specifications and (� drawings shall be considered cooperative; therefore, work or material called for by one and not �� shown or mentioned in the other shall be accomplished or fiunished in a faithful manner as though required by all. The order or precedence in case of conflicts or discrepancies between various parts (�1 of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, 4 a follow the guidelines listed below: ' 1. Plans �� 2. Special Contract Documents 3. General Contract Documents and General Specifications '`g The following Special Conditions shall be applicable to this project and shall govern any conflicts �,, with the General Contract documents under the provisions stated above. 1 ':� 1 \• �► Construction under these Special Documents shall be performed under the Fort Worth Water Department Project Designations: Water Project Number PW53-060530174830, Sewer Project Number PS58-070580174690, and/or Other 1 � . � : 1 RIGHT TO AUDIT: Part C- General Conditions, Section C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following : ' "C-8-8.14 RIGHT TO AUDIT: ti (a) The Contractor agrees that the City shall, until the expiration of three (3) years after final �* payment under this contract, have access to and the right to examine and photocopy any directly � pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during normal � working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. (b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect � D-1 � � � � � � � � � � � � � � � � r � � � , W � that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly � pertinent books, documents, papers, and records of such subcontractor, involving transactions ' to the subcontract, and further, that City shall have access during normal working hours to all �� subcontractor facilities, and shall be provided adequate and appropriate work space in order to � t conduct audits in compliance with the provisions of this article together with subsection � � hereof. The City shall give subcontractor reasonable advance notice of intended audits. � 0 Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse contractor for the cost of the copies as follows: 1. 50 Copies and Under - 10 cents per page. 2. More than 50 copies - 85 cents for the first page plus fifteen cents for each page ' ! thereafter." (5/25/93) � 1 � ' : � !�\F.'� Project Signs are required at all locations. Project Signs shall be in accordance with Figure 30 (dated 09-18-96) of the General Contract Documents and Specifications of the Water Department. The signs may be mounted on skids or on posts. The exact locations and methods of mounting shall be approved by the Engineer. Any and all costs for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. p- 5 PTJ1�iN(T AND ST . i,I .ATION nF WATER L.iNES : � Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified �� herein. The City will furnish all water for ILIITIAL cleaning and sterilization of water lines. All �� other materials for construction of the project, including appropriately sized "pipe cleaning pigs" and chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated line (HTH) shall be �� used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free �r' chlorine shall be measured after 24 fours and shall not be less than 10 parts per million of free r,� chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may ' not be placed in service until two successive sets of samples, taken 24 hours apart, have met the , , established standards of purity. "" Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. � � � D-2 A � !:� 1• �� 'J' •� � �� L` , C'.�S.SiFI�TICN PREVAILING � RATE F�t 1995 gp�'PE C7s�5SIF'IC�ITICN --------------------------,----------r--- AIR TOOL OP�AT�t �ASr�iLT cZAKE�R � a�nr,T 3z'UVII�{ BAT`c�iII�iG PI��tiT FFEZ�'t �' - �l� �SLSrI'1ll ^'". � � � �r �y -� �un.iLe.i� FINI�t ( PAV ) �.�'E FINI�R ( S`I�ZS ) CL�4ZE.'rE iwatsrlc E3,DCIiZIC�H � FL�`�t F+�i BUILD�R ( S'Ii'tS i Et�i LI� F�i �i irlc ( P:�V � QJitB ) F+O��i �a�-lrls ( S'iRI7G'IZ7RF.S } LA�. QZ�4�C.�Y Lr'1HORII�. �I'ILT�C i�7�iANIC OILFR S�-�VIC�1i PSLr'�RIVFR pTg�.nv�t BLn��'TF�{ PCWER DC'QIP.�_.14T ��Z�tS A.Sr�iALT DISTRIBU'I'QR ASPf3ALT PAVI�FG HA�iII� BROQi � �+r� rr� OPII�iT�R ��aT+��. I� � � T•� SUI�LDOZgt. OV� 1S0 HP Q;L�FG�{ETE PAVING C�RING MA�. C�'�iCR�.� PAV FINISEiING 2�Q9�Qi. w��l� P�V ING F�i c�ZADgi c�?tC�TE P�VIIYG JOINT I��. ..u�cr.i� PAVING 30INT SF�LFt ��...e�.cc�i� PAVII'iG FIAPiT �.�ErE P�V ZNG SAW Q�2�t�ZE.TE PPiVING �rtcrrs�ric SLIPF'Q�i �II� �, cr.��:�r.r., BA�ipLE. �IG�. �A�wIP�. SiOVFs. {r.��Nll/2CY) C�ZAHE. C�'12i.Sii�. BAC�OLE. �P.RICK. �Z.Il'�. �1'FZ. �1 1/2 CY � WIIt) C�SiING Cfft SC�'iG PLT OPR. Ef.�VATIHG � � FC7ULi�ATICH I�{ILL vrssvuutt ( C�tAWI� l�YJ[JN'I� ) F'CLJti�P,TIQY �ILL �RAT1�t JUi� 6 , 1995 57.5�4 58.56� 58.2�� 59.37Z 58.920 $9.44? 59.345 59.058 57.733 512.761 S5.598 58.71? 58.913 $8.68b 58.42? ss.4oz S7 . 461 510.6�8 $8.698 58.104 57.500 S8.509 511.333 S8. 444 59.053 s% . �Q8 58.703 59.16a S8.?13 Sg.453 SB.SOQ S9.042 S? . 350 57.875 59.290 59.75� 59.000 59.Q00 5�.533 510.53? 59. Sfl0 � • ��• ;i-i�w�i P�g{ :�+tr::�`.�. OPFRA'I� l�ZI�I.Il'FG MA�IiII'� OPFRAZtiFt bf�R (� 16 C.F. ) t�i��t (16 C.F. � r�G) MI�t �,�..�c PAVII�G 2�t]TL'�t �ac�e�urn urrlseii� {gg� �tA�E) M0�7Ft c�iADFR �TC�t P�YF�tT �G l�iII� rwl - „ .•_ l�ttT.r.�a Op�AZCit F�lOt�I�t. SI'F�3� � ( FLe'1t�'I'�iIZ PBVII�IIYI`S } F%OL.I�R. S'1'F�. i�. ( FLA�?+ CR �iNG ) 1�QLI�t. Pi�Il�TIC SEi�F- PRO 54'�APFR- 1? C.Y. & LE^�.S a.,r,r�ss CNFIt 17 C.Y. SIl}E HOQS Ti?AG."nii- Q�AWI�R Z'Y'P�.' (150 HP � LF: a) �AG'� � Z'YP� (aVFR 1.50 8Pi �1�'�t -�T�III+�TIC T�iAVEZZ.ING MI�R i�csti�.au�, I�L�Il'�-LIC�T ��t�.�ss�,� I�ACSII�-i�VY FI�C�Y-�tILL. H�II'iG MAC'3INE lGG1t�tJ[iL1l�l�i .Si�� J�11�''t \ �1iVI1�ICs% rc�uir�.atti.uw S'3'gZ ac.iir� (.a�.w�.�vaAa� ) S�gZ r�.+ct�-�Ti�JCTITJRAL SIGY riu�.•uc� .7r1L'•• ,^'r �i VrS2Sli1�.�1 BARRIC�DE .�. ��.rit ZCY'tE WK. M��u:.. SI�i IIYS�ALI.gt ( P�'��t!' �1D ) Zi� t.�u v� SINGLE AYT.F • (LIC�T) Ti�JQC SiIVII�-SINGLE AXLc (HFA{/y} TRQQC isu,r�-'i'�IDgi �E (S�I�iI-'�AA�R) �C u�u vrr i+GWBOY/F�OAT � �tIVFR-TR�NSIT MIX � uruvtiti'fiINC$ VZffi�A'I� ur�is�,�� WF3.DIIt HL8r4I�IN rsr��utc�..� 50. fi..�0 59.000 5? . °L3 s�. �a SI0.�46 59.891 56.402 S9.000 S8.?.�9 S'T . 963 $7 . 403 58.�8 $8.205 57.7�3 58.4h8 58 . 873 S? . 7?.5 57 . b3.� $8.188 SI2.498 59.000 59.218 SI1.548 526.300 571. 436 5b.988 SS. 402 55. 402 � . 46� $8.067 S? . 816 $9.6�3 57.507 58.200 57 . 000 510. 459 o� C � � � � � � � � � i �n r �■ � �n � � � � .: . , t� Marrrrm) ' � r�Ticrr �� a�z �� F�rr av�r �gt ( 2 212 cY �t r�ss ) � ERC'ZYr a1T IAADFR i s (CNER Z 1/Z CY) FiflI� ( DCLJHLE DRtk�S � LFSg } � � � ' i 1 e � � e � - � Q � � 6 isss � . � HiCi�iY �"'IQ� �AZLZHG WAG� RAT� r�t 1995 su.�s Sa.s23 S9.3I1 58.917 � x�rr �.�,n�.,:.� r 95n� r �Mi � D- 6 WAGE RATES : The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any subcontractor on the site of the project covered by these Contract Documents. In no event shall less that the following rates be paid. (see attached wage rates) When two or more wage rate scales are shown and wage rates shown in specific classifications are in conflict, the higher wage will be used. � 1 1 1 : 1 ► : 1 ► ./ . � : . 1 : . . : : 1 ' : : ►/ ► a During the construction of this project, it will be necessary to deactivate, for a period of time, Existing lines. The Contractor shall be required to coordinate with the Water Deparhnent to ` determine the best times for deactivating those lines. 1.y D- 8 D ,WAT .RiN : � The Contractor shall be responsible for determining the method of DEWATERING operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be �� responsible for damage of any nature resulting from the DEWATERING operations. The DISCHARGE frcm any DEWATERING operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. DEWATERING shall be considered as incidental to a construction and all costs incurred will be considered to be included in the linear foot bid price of the pipe. n- 9('$OSSING OF EXI�TING UTii.ITIF.S ; `" Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or a � proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the � Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping as specified in Material Standard E1-6 contained in the General Contract Documents. The matenal for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping as specified in the General Contract � Documents. Adaptor fittings shall be a urethane or neoprene coupling A.S.T.M. C.-425 with series 300 Stainless Steel compression straps. n- 1 � F�'jNG UTiLITIES : The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show :, � D-3 L� � � �w � � � � �■ � � r � � +� t� � � � � � � them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in � any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, � service lines, or other properiy crossed or exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, � electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and or temporary relocation � of such facilities shall be included in the cost bid per linear foot of pipe installed. NO t F ADDITIONAL COMPENSATION VJILL BE ALLOWED. �� Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace or � repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall � immediately notify the Owner of the damaged utility or service line. He shall cooperate with the owners of all utilities to locate existing underground facilities and notify the Engineer at once of any �„ conflicts in grades and alignment. In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs, of their property that may be made necessary by performance of this contract. 1 .' 1:: �: . �►. In addition to those areas as may be designated on the Drawings, it shall be the Contractor's responsibility to excavate and locate existing utilities which may affect construction of the water and/or sewer facilities. All exploratory excavations shall occur far enough in advance to permit any necessary relocation to be made with minimum delay. All costs incurred by the Contractor in making exploratory excavations shall be considered to be included in the unit price bid for constructing of water/sewer line or the associated structures. 1 .� � The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under the condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and � whether they make such determinations by the use of test holes or other means, shall be left to the discretion of such prospective bidders. The cost of the rock removal and other associated appurtenants, if required, shall be included in the linear foot bid price of the pipe. � � D-4 0 � � � � � � r i � � r � � � � r� � � � � � r � n- � � �iJssTiTUTIONs : �� The specifications for materials set out the minimum standard of quality which the City believes , necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has ' been speciiied. Where the term "or equal," or "or approved equal" is used, it is understood that if �; a material, product, or piece of equipment bearing the name so used is furnished it will be approvable, as the particular trade name was used for the purpose of establishing a standard of t` quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's l� approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the tertn "or equal," or "or approved equal" is not used in the specifications, this does not �! necessarily exclude alternative items or material or equipment which may accomplish the intended �� purpose. However, the Contractar shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole �� judge of the acceptability of substitutions. The provisions of this sub-section as related to �� "Substitutions" shall be applicable to all sections of these specifications. 1 � �► : 1 � ► .►1 1 � � : ' U ► At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width between existing construction or expansion joints with 3000# concrete with reinforcing steel on a sand cushion in accor�ance with City of fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and � gutter shall be replaced to match type and geometry of the removed curb and gutter and shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification , for Construction, Item 502. �` Pa ent for cuttin , backfill, concrete, formin materials and all other associated a urtenants Ym g g PP r� required, shall be included in the price bid. 1 1 1 1 � 1 1 � : 7.�:i�17�i► i�.11 �7► : : �7Ciyi111� Where specified on the plans or directed by the Engineer, crushed limestone shall be used for trench backfill on this project. The material shall conform to Transportation and Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 Materials and Division 2 Item 208.3 Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill of the General Contract Documents and Specifications. �, �. D-5 � � � � � � � w�■� r � �■■� � r � � � � � ■� � - �� aPayment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of � Backfill Materials of the General Contract Documents and Specifications. D- 18 2:27 C(�NC'RETE : Transportation and Public Works Department typical Sections for Pavement and Trench Repair for Utility Cuts Fig's 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation Public Works Depariment is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. With the exception of the cement content, all other requirement shall meet or exceed Transportation and Public Works Department standard specification Item 406 Class D Concrete. 1 ' ' \/ ► : '• : 1 ' Lr The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed C� in the Public Works Department typical sections for Pavement and Trench Repair for Utility cuts, Figures 1 through 5. L, 1 LJ �J All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residents' driveways shall be accessible at night at over weekends. It has been determined by the Transportation and Public Works Deparhnent that the strip of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering's Permit Desk by the Contractor in conformation with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cut in the street. City Inspectors will inspect the paving repair after construction of each water and/or sanitary sewer main replacement. D-6 L'J � 1 I ' • 1/ \ ► ' • : \ ' ` : ► \ . ► The unit price bid under appropriate BID ITEM(S) of the Proposal shall cover all cost for providing ; pavement repair equal to or superior in composition, thickness, etc., to existing pavement. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of �� the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled J and the top nine (9) inches shall be filled with crushed limestone base material, compacted and level with the finished adjacent surface. This finished grade shall be maintained in a serviceable � condition until the paving has been replaced. 1 : \ . _ 1/ � 1. GENERAL: This specification covers the trench safety requirements for all trench excavations in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. 2. STANDARDS: The latest version of the U.S. Department of Labor Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P-Excavations, are hereby � made a part of this specification and shall be the minimum governing requirements for trench safety. e� 3. DEFINITIONS: A. TRENCHES: A trench is referred to as a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. If forms or other structures are installed or constructed in an excavation so as to reduce the dimension measured from the forms or structure to the side of the excavation to fifteen (15) feet or less at the bottom of the excavation, the excavation is also considered to be a trench. B. BENCHING SYSTEM: Benching means excavating the sides of a trench to form one or a series of horizontal levels or steps, usually with vertical or near-vertical surfaces between levels. C. SLOPING SYSTEMS: Sloping means excavating to form sides of a trench that are inclined away from the excavation. �� D. SHIELD SYSTEM: Shields used in trenches are generally referred to as "trench � boxes" or "trench shields." Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the � work progresses. Shields can be either premanufactured or job-built in accordance with OSHA standards. I�� D-7 � � � � � � � � � r � � � � i■■i � �w � � � � Y � E. SHORING SYSTEM: Shoring means a structure such as a metal hydraulic, mechanical, or timber system that supports the sides of a trench and which is � designed to prevent cave-ins. Shoring systems are generally comprised of ,; crossbraces, vertical rails (uprights), horizontal rails (wales) and/or sheeting. � 4. MEASUREMENT: Trench depth is the vertical measurement from the top of the existing �„j ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. � 5. PAYMENT: Separate payment will be made only when trench excavations exceed a depth of five (5) feet and shall be full compensation for safety system design, labor, tools, f"� materials, equipment, and incidentals necessary for the installation and removal of trench , . safety systems. ,� 1 1 1 D- 23 SANITARY SEWER MANHOLES : � The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those � located in the feld and identified by the Engineer. All manholes shall be in accordance with �• Sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction af the General Contract Documents and Specifications, unless amended or ' superseded by requirements of this Special Condition. � 1. Concrete Collars: Concrete collars when indicated on the plans will be required as per Fig. � 121. 2. Watertight Manhole Inserts: Watertight gasketed manhole inserts shall be installed in � sanitary sewer manholes when indicated on the plans. Inserts shall be constructed in ' accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and , � installed according to the manufacturer's recommendations. � 3. Lift-Holes: All lift holes shall be plugged with a precast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The � lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. Final Rim Elevations: � A. Manhole rims in parkways, lawns, alleys, and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole � casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surfaces shall be checked for proper slope and grade by string lining the entire area regraded near the manhole. � B. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. L.f D-8 � S � � f�' � 5. Manhole Covers: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8-inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100 year flood plain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where Locking lids are specified. 6. Shallow Manholes: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow manholes shall be built in accordance with Fig. 106 or per Fig. 103 but with a flat slab top (no cones sections will be allowed). All shallow manholes shall have a 24" x 40" cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIG. 105 WILL NOT BE ALLOWED. �� 7. Manhole Steps: No Manhole steps are to be installed on any Sanitary Sewer Manhole. Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epc��y paint, Koppers "Bitumastic Super Service Black," Tnemec, "46-450 Heavy Tnemecol," or equal to a minimum of 14 mils dry film thickness. 9. Manhole Joint Sealing: A. General: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type, preformed O-ring rubber gasket shall require bitumastic joint sealants as per attached Figure M. B. Materials: This sealant shall be preformed and trowelable bitumastic as � manufactured by Kent-Seal, Ram-Nek, E-Z Stick or equal. The joint sealer shall be supplied in either extruded rope-form of suitable cross-sectional area or flat-tape form and shall be sized as recommended by the manufacturer and approved by the �� Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The joint sealer shall remain �� totall flexible without shrinkin hardenin or oxidizin re ardless of the len th �� Y g, g� g g g of time it is exposed to the elements. The manufacturer shall furnish an affidavit r� attesting to the successful use of the product as a preformed flexible joint sealant on � concrete pipe and manhole sections for a period of at least five (5) years. C. Installation of Joint Sealant: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly clean of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to placement of the pipe in r+ � D-9 � � � � � � � � � i � � � � � � � � � � � Y O the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of bitumastic joint sealer. `? 10. Sealing andlor Adjusting Existing Manholes: Excavate (rectangular full depth saw cut if � in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of six (6) inches of the manhole wall, keeping the sides of the trench nearly vertical. � A. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as � determined by the Engineer shall be replaced. Grade rings that are constructed of �� brick, block, or materials other than precast concrete shall be replaced with precast concrete rings, or where necessary and approved by the Engineer, a precast flattop � r section. Precast concrete rings, or precast concrete flattop section will be the only � adjustments allowed. � B. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole � frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the ' ' Contractor's expense. � C. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent, followed with an application of a quick setting hydraulic cement to provide a smooth working � surface. D. If the inside diameter of the manhole is too large to safely support new adjustment rings or frame, a flattop section shall be installed. � E. Joint surfaces between the frame, adjustment rings, and cone section shall be free of dirt, stones, debris, and voids to ensure a watertight seal. Place a flexible gasket joint matenal in two (2) concentnc nngs along the mside and outside edge of each joint, or use trowelable material in lieu of preformed gasket material. Position the � butt joint for each length of joint material on opposite sides of the manhole. No � �: steel shims, wood, stones, or any material not specifically accepted by the Engineer �� may be used to obtain final surface elevation of the manhole frame. j t L F. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper iinal grade elevation. �. � 'I�� k � � ; G. All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy paint, Koppers "Bitumastic Super Service Black," Tnemec, "46-450 Heavy ('! Tnemecol," or equal to a minimum of 14 mils dry film thickness. 11. Measurement and Payment: A. The price bid for new/replacement manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, lift hole sealing, and exterior surface coating. B. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment, and materials necessary for adjusting and/or sealing the manhole including, but not limited to, joint sealing, lifthole sealing, and exterior surface coating. � C. Payrnent for concrete collars and watertight manhole inserts, if required, will be made separately, based on the appropriate bid items. � D- 24 SANI ARY .W .R � .RVI . . : �' Any reconnection, relocation, replacement, or new sanitary sewer service shall be required as shown ' on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections shall be �! constructed by the Contractor utilizing standard factory manufactured saddle taps or tee's. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building � owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be mamtained as specified in Section C6-6.15. � 1. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for, the Contractor shall vertically adjust the existing sewer service line as required for reconnection a and furnish a new tap. The fittings used for vertical adjustment shall consist of a maacimum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any honzontal adjustment. All sanitary sewer service lines shall be replaced to the property � line or easement line in alleys or easements, to the back of curb in streets, or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service � line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddle, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. 2. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for there connection of the sewer service line. If the sewer service line is in such condition or adjushnent necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by �, i�.. D-11 � :, rl 1 y the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. Connection to the existing sewer service line shall be made �� with appropriate adaptor fitting. The fitting shall be a urethane or neoprene coupling t; A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe, fittings, and all other associated work for service `� replacement in excess of four (4) linear feet shall be included in the linear foot price bid for �.; sanitary sewer service line. Payment for all work and material involving the 'tap' shall be included in the price bid for sanitary sewer service taps. 1 .: :. : / � I The relocation, replacement, or reconnection of water services will be required as shown on the �� plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. � All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, Type K copper water tubing, curb stops with lock ' wings, meter boxes, and if required approved manufactured service branches. All materials used • shall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. �• All water services to be replaced shall be installed at a minimum depth of 36 inches below final ,, grade. �� All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-inch Type � K copper, 1-inch diameter tap saddle when required, and 1-inch corporation. ��, All services which are to be replaced or relocated shall tie installed with the service main tap and �' service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Section CS-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector, the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. �� .. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The Contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, Type K copper tubing, D-12 � � 4�1 �! � curb stop with lock wings, service line adjustment, and any relocation of up to 12- inches from center line adjustment, and any relocation of up to 12-inches from f� � center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to Meter. ! Payment for all work and materials such as tap saddle (if required), corporation l� stops, and fittings shall be included in the price bid for Service Taps to Main. L; 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line from Main to Meter used in excess of five (5) linear feet. 3. WATER SERVICE METER AND METER BOX RELOCATIONS:When the f� replacement and relocation of a water service and meter box is required and the L1 location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter location to center line of the � proposed meter location separate payment will be allowed for the relocation of service meter and meter box relocation. Centerline is defined by a line extended _, from the service tap through the meter. Only relocations made perpendicular to this [ centerline will be paid for separately. Relocations made along the centerline will be paid for in feet of copper service line. l. When relocation of service meter and meter box is required payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjushnent of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. � LJ 4. NEW SERVICE: When new services are required, the contractor shall install tap saddle (when required), corporation stop, Type K copper service line, curb stop with lock wings, and meter box. Payment for all work and materials such as backfill, fittings, Type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter. D-13 � T � li r� Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishings and setting new meter box shall be included in the price bid for furnish and set meter box. MULTIPLE SERVICE BRANCHES: When multiple service branches are required, the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the rl multiple service branch only and all other cost will be included in other appropriate �-� bid item(s). �J � r L� � 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 1 � : ►/� :►1 C:\1�►1/ ► � . Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-27 Removing Pipe, of the General Contract Documents and Specifications unless amended or superseded by requirements of this Special Condition. 1. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the contractor in accordance with Section E2-1.5 salvaging of materials. Backfill material for the void meter box shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If water main is to remain active, the �' contractor will be required to plug water service line at main. 2. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the contractor in accordance with Section E2-1.5 salvaging of materials. The concrete vault shall be demolished in place to a point not less than 18-inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding � D-14 , � � � r� surface and grade. 3. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. 4. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and � lid shall be removed and returned to the Water Department warehouse by the •�� contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the Valve removal shall be backfilled and compacted in accordance with � backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete �vault, the vault shall be demolished in place to a point no less than 18" be��w final ` grade. r� L.. � � .. � ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18-inches below final grade. Concrete shall then be used as backfill material to match existing grade. 6. ABANDONMENT OF EXISTING VALTLTS: Vaults to be demolished in place shall have the top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding surface and grade. 7. ABANDONMENT OF MANHOLES: Manholes to be demolished in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manholes tops or cone section shall be removed to the top of the full barrel diameter section or to point not less than 18-inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand or clean, suitable excavated material approved by Engineer. Surface restoration shall be compatible with surrounding surface. Payment for work involved in backfilling, plugging of pipe and all other appurtenant required, shall be included in the appropriate bid items. 8. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole including, D-15 u � � � i � � � � � � � � � � � r � r � � � t� � tope or Cone Section, all full barrel diameter section and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. `-: 9. CUTTING AND PLUGGING OF EXISTING MAINS: At various locations on this project it may be required to cut, plug and block existing water mainslservices or ' sanitary sewer mains/services in order to abandon these lines. Cutting and plugging - existing mains and/or services shall be considered incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless �' separate trenching is required. ., L� r I (' l, 10. REMOVAL OF EXISTING PII'E: Where removal of the existing pipe is required. It shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants, and meter boxes shall be delivered to Water Department Field Operations, Storage Yard. 11. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: Separate payment will be made for removal of all Fire Hydrants, Gate Valves 16-inch and larger, and Sanitary Sewer Manholes regardless of location. Payrnent will be made for salvaging, abandoning and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. 1 : � ► ► � All valves have concrete blocking for support. Valves shall have polyethylene wrapping per Material Specification E1-13 and Construction Specification E2-13 installed prior to concrete blocking. No separate payment will be made for any of the work mvolved for this item and all costs � incurred will be considered to be included in the bid price of the valve. 1 1 � � \ : \ 1 : • : � \ \ Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, Fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron �� fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete (` cradle necessary for construction as designed. All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with � r� . L' � O � � � � L� � r � �� polyethylene wrapping conforming to Material Specification E1-13 and Consh-uction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other payments will be allowed. 1 ' 1 : . :► ► ' Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water or sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc., or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents, and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils and the width shall not be less than 2" inches with a minimum unit weight of 2-1/2 pounds/1 "/1000'. The tape shall be color coded and imprinted with the message as follows: Type of Utility Color Code Legends Water Sewer Safety Blue Safety Green Caution Buried Water Line Below Caution Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18" inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenances required shall be included in the linear foot price bid of the appropriate BID ITEM(S}. 1 1 1 1 p- 31 CONCRF.T . Y,IND .R PIP . ND FiTTiN('�;. Concrete cylinder pipe on this project shall be Class 150 A.W.W.A. C-303 pretensioned concrete cylinder pipe or Class 150 AWWA C-301 prestressed concrete cylinder pipe as specified on the plans and manufactured in accordance with Material Standard E 1-4 contained in the General Contract documents. Payment for work such as backfill, beddings, blocking, excavation and all other associated appurtenances; required shall be included in the Linear Foot price of the pipe and lump sum for the pipe fittings in the appropriate BID ITEM(S). D-17 � � 1 ' � � � � � 1. WATER: The casing pipe for open cut and bored or tunnelled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and �f ` E1-9 in Material Specifications of General Contract Documents and Specifications for Water ; Department Projects. The steel casing pipe shall be supplied as follows: A. For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. B. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks ''. Manufacturing Company or an approved equal shall be used on all non-concrete pipes when L; installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. � ►/ ►1: �. �►/ ► i ► \ :': . �►/' :► Reference Part C(General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of any books, records, or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action und�er a�,Y��Y��ate federal, state, or local laws or ordinances relating to false statements; further, any such misrepresentation (other than negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. p �1�Eij I� � � �` p- 34_ VAL.VE C'UT-INS : � It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or ., replacement is to be connected. This may require closing valves in other �ines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must " be expedited to the utmost and all such cut-ins must be coordinated with the engineer in charge of l.� inspection. All consumers shall be individually advised prior to the shut out and advised or the approximate length of time they may be without service. � Payment for work such as backfill, bedding, fittings, blocking, and all other associated appurtenants required, shall be included in the price of the appropriate bid items. r� � � n- 35 C'O�I1YE_�TinN nF FXiSTING MAiNS : The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, andlor angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify Mr. James Anderson, Manager, Construction Services, Phone. 871-7813, at least 48- hours prior to the required shut down time. The Contractor's attention is directed to Paragraph CS- 5.15 INTERRUPTION OF SERVICE, Page CS-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT, GENERAL CONTRACT DOCUMENTS, AND GENERAI, SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately, all cost incurred shall be included in the linear foot price bid for the appropnate pipe size. �� D- 36 Purgin� � Sterilization Qf Water Lin�� Before being placed into service all newly constructed water lines shall be purged and sterilized in �-� accordance with E2-24 of the General Contract Documents and Specifications except as modified �, herein. The City will furnish all water for IL�IITIAL cleaning and sterilization of water lines. All other materials for construction of the project, including appropriately sized "pipe cleaning pigs" F� and chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be � used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free � chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may k not be placed in service until two successive sets of samples, taken 24 hours apart, have met the � established standards of purity. i. Purging and sterilization of the water lines shall be considered as incidental to the project and all ¢, �,r' D-19 �� costs incurred will be considered to be included in the linear foot bid price of the pipe. 1 \ . U'1 C: C : ► The 2-ineh temporary service main and 3/4-inch service lines shall be installed to provide temporary ' water service to all buildings that will necessarily be required to have severed water service during �; said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer f � in order that the work be performed in an expeditious manner. Severed water service must be �.� reconnected within 2 hours of discontinuance of service. i? A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire . 3 hydrant adaptor fitting shall be required at the temporary service point of connection to the City water supply. The Z-inch temporary service main and 3/4-inch service lines shall be installed in ' accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and �a sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. (� A two-inch meter will be furnished by the Water Department Meter Shop and installed by the �•� Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged, and collected by the Contractor for delivery to the �j Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent +° service, the Contractor shall re-install the meters at the correct location. The meter box shall be _, reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. L� The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the � length of temporary service allowed, number of service taps, and number of feed points. � When the temporary service is required for more than one location, the 2-inch temporary service pipes, 3/4-inch service lines, and the 2-inch meter shall be moved to the next successive project ' location. � Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services, and all other associated appurtenants required shall be � included in the appropriate bid item. � D- 38 DEHOLES (MISC. EXT.I : �� The Contractor excavates for existing water and/or sanitary sewer main as detailed by work order together with a sketch. The location and dimensions shown on the plans relative to other existing utilities are based on the best information available. Omission from, or the inclusion of utility � locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. It shall be the Contractor's responsibility to verify locations of �-� adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may � negotiate such local adjustments as necessary in the dehole process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all services encountered. Any „ �.,a D-20 CI � L� damage to utilities resulting from the Contractor's operations shall be restored at his expense. Payment for work such as backfill and all other associated appurtenants required shall be included in the price of the appropriate bid item. 1 ' 1/ \ :►1 ' :►/ Easements and permits, both temporary and permanent, have been secured for this project at this � time and made a part thereto. Any easements and/or permits, both temporary and permanent, that -� have not been obtained by the time of publication shall be secured before construction starts. No work is to be done in areas requiring easements and/or permits until the necessary easements are �' obtained. The Contractor's attention is directed to the easement description and permit �- requirements, as contained herein, along with any special conditions that may have been imposed , on these easements and permits. �• Where the pipeline crosses privately owned property, the easements and construction axeas are � shown on the plans. The easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Cont�actor, it ` shall be the Contractor's responsibility to obtain written permission from the property owners �� involved for the use of additional property required. No additional payment will be allowed for this , item. �, 1 � 1 . . � : : 1 : 1/ \�.�# The Texas Deparhnent of Transportation requirements pertaining to the construction of this project are enclosed herein and made part of these specifications. 1 � �►. : 1► u r�[�7►�.� The Contractor shall have no more that three (3) locations under construction at any one time, unless approval by the Engineer has been granted in writing. D_ 42 CONCRFTE E.NCASEMENT : Concrete encasement shall be Class E(1500 psi) concrete and for sewer line encasements shall conform to Fig. 113; for water line encasements, it shall conform to Fig. 20 of the General Contract Documents. Requirements for such encasement are specified in Sections E1-20 and E2-20 of the General Contract Documents. Payment for work such as fornung, placing, and finishing including all labor, tools, equipment, and material necessary to complete the work shall be included in the linear foot price bid for Concrete Encasement. 1 • � \ �► � . . \ : : �' All connections between proposed and existing facilities, shall consist of a watertight seal. 1. Concrete used in the connection shall be Class A(3000 psi) concrete and meet the requirements of Section E1-20 and E2-20 of the General Contract Documents. Prior to concrete placement, a n �; D-21 � � � gasket, RAM-Nek or approved equal, shall be installed around penetrating pipe. Payment for such work as connecting to existing facilities including all labor, tools, equipment, and � material necessary to complete the work shall be included in the linear foot price of the appropriate pipe BID ITEM. Ls D- 44 BID i,TF, NATIV�S : � The Proposal section of this document is arranged to allow the Contractor to base his bid on either ductile iron pipe or polyvinyl chloride plastic pipe. Contractor shall indicate type of pipe to be used. However, regardless of the general type pipe specified by the Contractor at certain locations a (`� specific type pipe has been specified on the plans. All cost for this shall be considered as subsidiary �. and no additional compensation will be allowed. 1 � ': : :► ► :►1 ► lu . . �� Care shall be taken to keep all water extensions clean and free from foreign objects. Chlorinated �-t lime shall be placed in the first joint of pipe of the extension and upon completion of the pipe laying, water shall be introduced slowly for sterilization, after which the extension shall be � thoroughly flushed with clean water. Risers shall be installed, as directed by the Engineer, for �= flushing and for providing sample points for bacteria tests. The water main extensions of the project shall be tested under normal line pressure and any leaks observed shall be immediately repaired. 1 '� ': '• :: �► �,,� The Contractor shall clear rights-of-way or easements of obstruction which must be removed to make possible proper prosecution of the work as a part of this project construction operations. The �' Contractor's attention is directed to paragraph C6-6.10 work within easements, page C6-6(4), part ' C- General Conditions of the Water Department General Contract Document and General � Specifications. Clearing and restoration shall be considered as incidental to construction and all costs incurred will � be considered to be included in the Linear Foot price of the pipe. �1 � �►/ . �► � t 1_ This document is designed as two separate contract documents and proposals and shall not be C� construed as being a package. the Proposal Sections are designed as two separate proposals and are � arranged to allow the Contractor to submit a bid on each individual proposal. The total low bid of each proposal is the apparent successful bidder. If the Contractor only submits a bid on one �+ proposal and is the lowest proposed price total, the Contractor will be the apparent successful bidder � for this individual proposal. �. D-22 � ■ � Unit I consists of the water andlor sewer line replacements. � Unit II consists of the street and/or storm drain improvements. D- 48 BID nUANTiTIF.�S (MISC. EXT.1 : QBid quantities of the various items in the Proposal are for bid comparison only and may not reflect the actual quantities (See General Conditions C2-2.2 and C4-43). Moreover, there is to be no limit � on the variations between the estimated quantities shown and actual quantities performed. ' ' �J ' 1 , � � � � � � D-23 � � 1 '' 1 :U \: 1\ :\1 \ � � �' ► IU . . �� The Engineer shall determine and designate to the Contractor the location of the service main � requiring extension by a Work Order together with a sketch for each such extension, giving the limits, size, and the nature of work required. Single or several work orders may be issued at one �� time. The Contractor shall initiate work on an extension within 5 working days after receipt of the % work order, and continue work on the extension until it has been completed, not including paving. If the main extension work load increases in volume where in the Contractor has more than 10 � working days work on hand, he will be required to add the necessary work crews to reduce the work load to a maximum of 10 working days. � Water main extensions shall be laid a minimum of 4 feet below the top of the adjacent curb, to the • top of the pipe. � I ► : • lu . . M� It is contemplated that Work Orders will be issued to the Contractor for work to be performed under � this Contract for not to exceed 180 calendar days following the date of the Contract nor to exceed � the limit of the bid price, whichever should occur first. The Contractor shall be required to complete any work covered by a Work Order issued prior to that date of termination but will not � be required to accept any work order for execution dated after that date of termination. If the cost �' of the work performed under this Contract is less than the limit of the bid price at the end of the 180 calendar day period, at the City's option and the Contractor's concurrence, the Project may be F� extended to the limit of the bid price. L � � ; ; �;:� 1. GENERAL: The following shall govern the furnishing and placing of concrete riprap as shown on the plans or as directed by the Engineer. 2. MATERIALS: Concrete for riprap shall be placed in accordance with the details and to the dimensions shown on the plans or as established by the Engineer. Unless otherwise shown on the plans, concrete riprap shall be reinforced using wire or bar reinforcement. The concrete shall be 3000 PSI at 28 days, Class A. `� Wire reinforcement shall be six (6) by six (6) inch No. 6 plain electric welded reinforcing fabric a or its equal. A minimum lap of six (6) inches shall be used at all splices. At the edge of the �� riprap, the wire fabric shall not be less than one (1) inch, no more than three (3) inches from the edge of the concrete and shall have no wire projecting beyond the last member pazallel to the � edge of the concrete. �. Reinforcement shall be supported properly throughout the placement to maintain its position � equidistance from the top and bottom surface of the slab. � D-24 � J 0 � If the slopes and bottom of the trench for toe walls are dry and not consolidated properly, the Engineer may require the entire area to be sprinkled, or sprinkled and consolidate before the concrete is placed. All surfaces shall be moist when concrete is placed. After the concrete has been placed, compacted, and shaped to conform to the dimensions shown � on the plans, and after it has set sufficiently to avoid slumping, the surface shall be finished with � a wooden float to secure a reasonably smooth surface. �� ., � 3. PAYMENT: Payment for concrete riprap in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material useii. Bid price will be full compensation for placing all materials, and for all labor, tools, equipment, and incidentals necessary to complete the work. Payment for all necessary excavation below natural ground, and bottom or slope of the excavated channel will be included in the bid price. 1 �► : .►� �: 1. SCOPE: The requirements of this Section shall govern for all materials used and for the storage, handling, measuring, proportioning, and mixing or combining such materials in producing concrete for special manholes and incidental pier construction. �� All other concrete construction shall be governed by the General Contract Document �t Specifications. All materials shall be in accordance with requirements of ACI 301, unless amended or superseded by requirements of following articles or general notes on the Plans. � � � l: � Concrete shall be composed of normal Portland cement or high early strength cement, coarse aggregate, fine aggregate, and water proportioned and mixed as hereinafter provided in these specifications. When not specifically shown on the plans or stated in the Special Contract Documents, all concrete shall be 3000 PSI Type II, unless otherwise directed by the Engineer. "Central Plant" or "Transit Mixed" concrete may be permitted, but only with Engineer's approval. 2. TESTING AGENCY: All testing shall be done by an approved testing laboratory selected and paid by the Contractor. Three (3) cylinder samples should be performed at each 20-yard interval of concrete that is placed. �3. CEMENT (ACI 301 2.1): Only one brand of cement shall be used in any one structure, � except by written permission of the Engineer. When such permission is granted and more than one brand is used in one structure, the resulting concrete shall be uniform in color. �� ►_ �Q Portland cement shall meet the requirements of ASTM C150, Type II with a maacimum of 5% tricalcium aluminate for exposure to sewage. All cement shall be sampled and tested in D-25 f � � accordance with ASTM C183, C184, C187, C188, C190, and C191, "Sampling and Testing Portland Cement." 4. WATER (ACI 301 2.3): The water used in all concrete shall be free from objectionable quantities of silt, organic matter, alkali, salts, and other impurities. �.l 5. COARSE AGGREGATE (ACI 301 2.4): Coarse aggregate shall consist of gravel or crushed stone meeting the requirements of ASTM C33. When tested by ASTM C 131 procedures, coarse Q aggregate shall have a percentage of wear of not more than 40 (40). Coarse aggregate for Class F concrete shall have a minimum of fifth (50%) percent calcium carbonate equivalent. 6. FINE AGGREGATE (ACI 301 2.4): Fine aggregate shall consist of natural sand, manufactured sand, or a combination thereof conforming to ASTM C-33. When tested in accordance with ASTM 40, "Test of Organic Impurities in Sands for Concrete," the fine aggregate shall not show a color darker than the standard color. � When the fine aggregate to be used on the job is mixed with High Early Strength Portland Cement in the proportion of one to three, the average tensile strength of not less than three standard mortar briquets shall be equal to or greater than the tensile strength of Ottawa sand � mortar briquets of the same consistency when tested at the age of three days. ► 7. ADMIXTURES (ACI 301 2.2): � � II� A. General: Unless specified, no admixtures may be used without specific approval of the Engineer. Admixtures containing more than 1% chloride ions may not be used. B. Air Entraining Agent: Conform to ASTM C260. Add air entraining agent as indicated in ACI 301, Table 3.4.1. C. Water Reducing Admixtures: Conform to ASTM C494, Type A; Euclid Chemical Co. Eucon WR-75, Master Builders Pozzolith 200N, Protex PDA or approved equal. (At Contractor's option, water reducing admixture may be used to reduce cement content and improve workability.) Use according to manufacturer's recommendations. � D. High Range Water Reducing Admixture (Super Plasticizer): Conform to ASTM C494, Type F or Type G; Euclid Chemical Co. Euco n37, Sike Chemical Corp. Sikament or � approved equal. � 8. STORAGE OF CEMENT (ACI 301 2.5): Unless otherwise provided, all cement shall be �stored in well ventilated weatherproof buildings which will protect the cement from dampness. � The floor supporting the cement shall clear the ground a sufficient distance to prevent the absorption of moisture by the cement. Provisions for storage shall be ample in capacity, and the shipments shall be segregated in such a manner as to provide easy access for identification and � inspection of each shipment. �� D-26 L' � � The Engineer may permit small quantities of cement to be stored in the open for a short period of time (maximum 48 hours), if a raised storage platform and adequate waterproof covering are (� provided. No cement shall be used which has become lumped, caked, ar hardened. 9. STORAGE OF AGGREGATES (ACI 301 2.5): The handling and storage of aggregate to �' be used in making concrete shall be such as to prevent the admixture of foreign materials. If the _ aggregates are stored on the ground, the site of the stock piles shall be grubbed, cleared of all weeds, grass, and other vegetation, and levelled off so that the entire area will be properly (' drained. The bottom layer of aggregate shall not be disturbed or used. When the contract requires the use of two (2) or more sizes of aggregates, the different sizes shall �' be stored in such a manner as to prevent intermixing. �� Materials in stock piles shall be handled and placed in such a manner that segregation of materials within the pile will be avoided, and each pile shall be built up in horizontal layers of ,' not more than three (3) feet in depth. 10. CONSTRUCTION JOINT BONDING (ACI 301 6.1.4.1): Polyvinyl acetate type ' bonding compound. Euclid Chemical Co. Euco Weld, Larsen Welacrete or approved equal. � Omit 6.1.4.2 and 6.1.4.3. 11. ACCESSORIES FOR FORMS (ACI 301, Chapter 4): A. Cone Ties: 11/16" diameter, 1" depth, plastic cone and neoprene waterstop ring with suitable snap tie. B. Chamfer Strips: 3/4" 45 degree job cut wood. `� 12. STRUCTURAL REPAIR MATERIALS (ACI 301 9.4): With prior approval of the �, Engineer as to methods and procedures, make structural repairs with Euclid Chemical Co. Euco Epoxy 456, 400, 463 or Sika Chemical Corp. Culma Dur Mortar, Sikadur Hi-Mod L.V., or `' Sikadur Hi-Mod or approved equal. 13. MIXING OF CONCRETE: � A. Central Mixing Plant: A central mixing plant will be allowed provided the method of �1 mixing and handling has first been approved by the Engineer, and concrete produced as in conformity with the specification requirements. Concrete: ' 1. Hauling Time: Discharge all concrete transmitted in a truck mixer, agitator or other transportation device within 1-1/2 hours after the mixing water has been added. �2. Extra Water: Deliver concrete to the job in exact quantities required by the design mix. 3 Should extra water be required before depositing the concrete, the Engineer shall have j� sole authority to authorize the addition of water. Any additional water added to the mix , after leaving the batch plant shall be indicated on the truck ticket and signed by the person responsible. Where extra water is added to the concrete it shall be mixed i D-27 I-1 � � thoroughly for 40 revolutions of the drum or 3-1/2 minutes at mixing speed, whichever is greater. l B. Transit Mixing: When transit mixing is used, the transit mixer shall be of an approved revolving drum or revolving blade type so constructed as to produce a thoroughly mixed [� concrete with a uniform distribution or the materials throughout the mass and shall be , equipped with a discharge mechanism which will insure the discharging of the mixed concrete without segregation. The mixer drum shall be water-tight when closed and shall be equipped with a locking device which will automatically prevent the discharging of the mixer prior to receiving the required number of revolutions. The entire quantity of mixing water shall be accurately measured and controlled. Each ` 1 batch shall be mixed to the consistency as described herein. Any additional mixing shall �• be done at a slower speed specified by the manufacturer for agitation and shall be continuous until the batch is discharged. ►-� 14. CONSTRUCTION JOINTS: Construction joints shall be places as shown on the plans unless otherwise specifically authorized by the Engineer. All construction joint shall be made �? on horizontal and vertical planes and formed with mortises or keys made in the concrete unless �' shown otherwise on the plans. A. Construction Joint Bonding (ACI 302 6.1.4.1) Polyvinyl Acetate type bonding compound. Euclid Chemical Co., Euco Weld, Larsen Welacrete or approved equal and applied as recommended. Omit 6.1.4.1 and 6.1.4.3. 15. FORMS: A. FORMWORK (ACI 301, CHAPTER 4) � 1. Earth Cuts (ACI 301 4.1.3): Shall not be used as forms for vertical surfaces unless `` approved by the Engineer. �+ � 2. Chamfer Strips (ACI 301 4.2.4): Insta1145 degrees chamfer strips at exposed outside corners. , B. FORM REMOVAL (ACI 301 4.5) � 1. Form Removal: Remove formwork supporting weight of concrete only after notifying r� Engineer and in a manner to insure safety of the shucture. Under normal conditions ls formwork may be removed when concrete is at least 14 days old and has reached 90 percent of specified strength. When temperature is below 45 degrees F.f, leave �1 formwork in place an additional period of the equalling time structure was exposed to , lower temperature. No live load permitted on new construction after form removal until concrete is at least 28 days old and has reached full specified strength. �� 2. Form Facing Material Removal: Form facing material which is removable without disturbing shores may be removed when concrete is at least 7 days old. Facing may be i �. D-28 f :J � t [__ '. . � r� �� I� ►x �' J L lT a , r� �.: C�' � removed earlier if specifically approved by the Engineer and acceptable curing compound is applied to all surfaces immediately after form removal. RESHORING (ACI 301 4.6) Reshoring permitted only after prior review by Engineer. FORM REUSE Clean all form material suitable for reuse before erection. No form material will be acceptable for reuse if, in the opinion of the Engineer, it will not produce a finished surface required by these Specifications or called for on the drawings. 16. PLACING CONCRETE (ACI 301): On vertical formwork, use approved bar chairs or spacer as required to maintain proper concrete cover and bar position. 17. REPAIR OF SURFACE DEFECTS (ACI 309 9.1): Allow Engineer to inspect concrete surfaces immediately upon removal of forms. Modify or replace concrete not conforming to required lines, detail and elevations. Repair or replace concrete not properly placed resulting in excessive honeycombing and other defects. Do not patch, repair, or replace exposed architectural finished concrete except upon express directions of Engineer. Patching of tie holes and defects is required. 18. FORMED SURFACE FINISHED (ACI 301 10.4): Formed surface finished per ACI 301 10.4. 19. CURING (ACI 301 12.1): A. Impervious Coating: Applied specified curing compounds immediately after final finishing of slabs. Apply in quantities recommended by the manufacturer. B. Wet Covering: Curing shall be continued for at least four curing days after the concrete is placed. 20. MISCELLANEOUS FI1�IISH REQLTIREMENTS: All other concrete finish work not indicated on the plans shall be provided herein, even though not specifically mentioned, as follows: A. Finishing Exposed Surfaces: All tie wires shall be cut below surface then pointed over. All imperfections such as fins shall be removed and local surface depressions pointed over. 21. PAYMENT FOR CONCRETE: The concrete quantities for the various structured will be paid for at the lump sum for the construction of the special manhole and piers. Price will be full compensation for furnishing, hauling, and mixing all concrete materials; placing, curing, and finishing all concrete; all grouting and pointing; cost of concrete mix design except as provided in Special Contract Documents; furnishing and placing metal flashing strips; and for all forms and formwork, labor, tools, equipment, and incidentals necessary to complete the work. D-29 u � r ' � � � � � � � � � � � � � � � � u 1 1/'�::: '• 1/ \ : '� C �� The Contractor shall provide a temporary pavement repair immediately after trench backfill and ,_ compaction using a minimum of 2-inch hot or cold mix asphalt over a minimum of 6 inches of compacted flex base. This temporary repair shall be rolled to provide a smooth transition between ' the existing pavement and the temporary repair. The unit price bid under the appropriate bid item L� of the proposal shall cover all cost for providing temporary pavement repair for all streets cuts prior to street reconstruction. � - ► :'C �►.►� ': '• :: �► � ':�'� Part C- General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs CZ-2.7, C2-2.8, and CZ-2.9 with the following: � i C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, �� accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's sole � responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the work �� "PROPOSAL," and the name or description of the project as designated in the "Notice �o ` Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Worth � Purchasing Division, P.O. Box 17027, Fort Worth, Texas 76102. �` C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Manager , cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration [ i of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- , consideration are opened and publicly read aloud, the proposals for which non-consideration r, requests have been properly filed may, at the option of the Owner, be returned unopened. . C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his [; proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the a said proposal opening time, and provided further, that the City Manager is satisfied that a written � and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received � within forty-eight (48) hours after the proposal opening time, no further consideration will be � given to the proposal. � � L' , D-30 � � 1 t�►1. ':� Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: ` 1 1. Pg. C3-3(3); the paragraph after paragraph C3-3.7d--Other Bonds should be revised to read: �-- No surety will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be � made on the forms furnished by the Owner and the surety shall be acceptable to the Owner. - In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties (Circular 870), or (2) the surety �' must have capital and surplus equal to ten times the amount of the bond. The surety must �- be licensed to do business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. � If reinsurance is required, the company writing the reinsurance must be authorized, �� accredited, or trusteed to do business in Texas. 2. Pg. C3-3(5), Paragraph C3-3.11 INSURANCE delete subparagraph a. COMPENSATION INSURANCE. 3. Pg. C3-3(6), Paragraph C3-3.11 INSURANCE delete subparagraph g. LOCAL AGENT FOR INSURANCE AND BONDING. 1 � : � \ 1 . 1 � ' : ' : � , Reference Part C, General Conditions (Developer let projects); make the following deletions: C` P. 3-3 2 ara a h C3-3.Sd Other Bonds• In the fifth line of the ara a h be innin "No g C �)P �"P � P �'P g g �, sureties will...", delete the words "the City of Fort Worth." Pg. C3-3(5), paragraph C3-3.9g Local Agent in Insurance and Bonding: Delete the entire subparagraph. 1 :::: 1 �.:\ \ .\1 1/ \ Reference Part C- General Conditions, Section C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: 1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Flagmen. � 2. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures" to "take all reasonable necessary measures." � l.� D-31 � i Y 1 : ::� 1/ : � . .►1 i '• ►. �\ ��' All combination urbo meter installations will be per attached Figure 33 unless otherwise directed . - by the Engineer. The Contractor shall use Bilco Type J-3 Mode130" x 36" Steel Single Leaf Doors or approved equal unless the vault door is subject to vehicular traffic, i.e., in a street, parking lot, or driveway. ' The appropriate size turbo meter with strainer and check valve if required will be furnished to the - Contractor free of charge; however, the Contractor will be required to pick up these item(s) at the Field Operations Warehouse. r� t Payment for all work, materials, and all necessary appurtenances from bypass tee to bypass tee which are required to provide a complete and functional Combination Turbo Meter Installation ,� complete with Bypass and Concrete Vault shall be included in the price bid for each. C' � �� .� tri , � ' � '�.: � �� u• : : Prior to the disposing of any spoiUfill material, the contractor shall advise the Director of Transportation and Public Works, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at the contractor's expense. In the event that the contractor disposes of spoiUfill material at a site without a fill permit or a letter from the Administrator approving the disposal site, upon notification by the Director of Transportation and Public Works, contractor shall remove the spoiUfill material at its expense and dispose of such material in accordance with the Ordinances of the City and this section. D- 60 TEMPORARY E.ROSION, SEDIMENT, AND WATER POL.L.UTION �� CONTROL: i� 1. DESCRIPTION: This item shall consist of temporary soil erosion, sediment, and water [� pollution control measures deemed necessary by the Engineer for the duration of the contract. . These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer, and they shall not include measures taken �' by the CONTRACTOR to control conditions created by his construction operations. The i: temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, r� L D-32 � J � � ; dikes, slope drains, and other devices. �` 2. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible ,. earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by ' excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control �} measures to prevent contamination of adjacent streams, other water courses, lakes, ponds, or other areas of water impoundment. Such work may involve the construction of temporary ' berms, dikes, dams, sediment basins, slope drains, and use of temporary mulches, mats seeding -s or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may �' develop during construction prior to installation of permanent pollution-control features, but are �= not associated with permanent control features on the project. ` The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and t w borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in � accordance with the accepted schedule. Should seasonal conditions make such limitations ` unrealistic, temporary soil-erosion-control measures shall be performed as directed by the �� Engineer. The amount of surface area of erodible-earth material exposed at one time shall not exceed 750,000 square feet for each excavation operation, 750,000 square feet for each material � source operation (other than from commercially operated sources), 750,000 square feet for each ,� preparing of right-of-way operation or 750,000 square feet for each clearing and grubbing l s operation, unless otherwise shown on the plans ar with prior approval by the Engineer in writing. � The CONTRACTOR shall also conform to the following practices and controls. All labor, tools, �` equipment, and incidentals to complete the work will not be paid for directly, but shall be considered as subsidiary work to the various items included in the contract. � (a). Waste or disposal areas and construction roads shall be located and constructed in a � manner that will minimize the amount of sediment entering streams. � (b). Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings rr are necessary. Unless otherwise approved in writing by the Engineer, mechanized � equipment shall not be operated in live streams. °� (c). When work areas or material sources are located in or adjacent to live streams, such l, areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and �e removal of such barriers to minimize the muddying of a stream. ,j� (d). All waterways shall be cleared as soon as practicable of falsework, piling, debris, or other obstructions placed during construction operations that are not a part of the f " finished work. f' �: (e). The CONTRACTOR shall take sufficient precautions to prevent pollution of streams, D-33 � r � . lakes, and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize �p siltation of streams, lakes, and reservoirs and to avoid interference with movement of ; migratory fish. �� 3. SUBMITTAL: Prior to the start of the applicable construction, the CONTRACTOR shall � submit for approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area of erodible-earth material to a minimum. He shall also submit for acceptance (' his proposed method of soil-erosion control on construction and haul roads and material sources L and his plan for disposal of waste materials. No work shall be started until the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. �! k- 4. MEASUREMENT AND PAYMENT: All work materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract, and no extra 1 pay will be given for this work. � � �' � : ► ►. 1� �-� All open fire line installations will be per attached Figure 32 unless otherwise directed by the Engineer. �� The appropriate size detector check meter, 3/4-inch meter and class'B' meter box will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up the items at the Field Operations Warehouse. Payment for all work, materials, and all necessary appurtenances from the City side flange coupling adapter to the customer side gate valve and box; including incidental five (5) linear feet of pipe, which are required to provide a complete and functional open fire line installation shall be included in the price bid for each. Payment for the City side gate valve or tap valve depending on which is required will be paid for under the appropriate bid item(s). I �ay�:1•/ 17:Z�1u 1171Cy: (.y �1 �17i�Ce1�►i� 1 � �► Any sodding or hydro mulching required will be done in accordance with Fort Worth Public Works Department Standard Specifications items 118 and 120. � If in the opinion of the Engineer, additional seeding and/or sodding is required due to the Contractor's construction, this will be seeded and sodded at the expense of the Contractor. �r Payment for work and all associated appurtenants required, shall be included in the appropriate bid , item(s). L_ 1 l�, D-34 � � i � �� u ► u . . C� Because of the unique nature of this project, C8-8.5 PARTIAL ESTIMATES AND RETAINAGE of the General Conditions shall not apply and shall be superseded by the following: (Please initial both pages included in change). � "Whenever the improvement prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate official of the Owner will, within a reasonable time, perform the inspections. If such inspection reveals that the improvement are in an acceptable condition and have been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will recommend acceptance of the extension under that particular Work Order and recommend payment therefore. If the Engineer finds that the work has not been completed as required, he shall so advise the Contractor in writing, furnishing him an itemized list of all known item which have not been completed or which are not in an acceptable condition. When the Contractor has corrected all such items, he shall again notify the Engineer that the improvements are ready for inspection, and the Engineer shall proceed as outlined above. �, Whenever the improvements prescribed by the individual Work Order have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, an ` estimate showing the value of the work will be prepared by the Engineer as soon as the necessary , measurements, computations, and checks can be made. �1 T'he amount of the estimate will be paid to the contractor after acceptance by the Water Department , Director, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the estimate for payment, the Contractor shall execute an affidavit, ` as furnished by the City, certifying that all persons, firms, associations, corporations, or other � organizations furnishing labor and/or materials under that Work Order have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal in�ury and/or property damages. � The acceptance by the Contractor of the individual payment as aforesaid shall operate as and shall release the Owners from all claims or liabilities under the Contract for anything done or furnished or relating to the work under that Work Order or any act or neglect of said City relating to or � connected with the Contract. The making of the payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. R Bidder's Initials �.. � � D-35 �, u � � ,- �. �. ._ ' �. � :. : ; . ; . � 1. GENERAL: Prior to the reconstruction, some noted sections sanitary sewer lines shall be ,. cleaned, and a television inspection and dye tests performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, ' and equipment necessary for the cleaning and inspection of the sewer lines by means of closed- � circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. � 2. HIGH VELOCITY JET (HYDROCLEANING) EQiJIPMENT: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe operation. The equipment shall also � have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing �� a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The � gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall � carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. � Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter to the pipe � being cleaned and shall provide a flexible scraper around the outer periphery to insure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special � precautions to prevent flooding of the sewers and public or private property shall be taken. The � flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. � 3. CLEAIVING PROCEDURES: The designated sewer manhole sections shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, � sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and clearung agam attempted. If, agam, successful cleanmg cannot be � performed or the equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working procedures, the water � shall be conserved and not used unnecessarily. No fire hydrant shall be obstructed in case of a ` fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Coniractor shall apply for and receive permission from the Water Department. The �� Contractor shall be responsible for the water meter and related charges for the set up, including � the water usage bill. All expenses shall be considered incidental to cleaning. � 4. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole �"1 section, which could cause line stoppages, accumulations of sand in wet wells, or damage �_ pumping equipment, shall not be permitted. _, � D-3 6 � 1 � � LJ u All solids or semisolids resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. Under NO circumstances will the Contractor be allowed to accumulate debris, etc., on the site of work beyond the stated time, except in totally enclosed containers and as approved by the Engineer. UNDERNO CIRCUMSTANCES SHALL SEWAGE OR SOLIDS REMOVED THEREFROM � BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS, OR SANITARY SEWER MANHOLES. � ., `t � C' � � S. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. 6. EXECUTION: A. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds, or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the � line, telephones or other suitable means of communications shall be set up between the two manholes of the section being inspected to insure good communications between members of the crew. � The importance of accurate distance measurements is emphasized. Measurement for location of sewer service taps shall be above ground by means of a meter device. Marking on the cable, of the like, which would require interpolation for depth of � manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. �"J '._"J � U The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for the Television Inspection. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. D-37 u � � � � � � n �� _' � � � � � B. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of, unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. B.1 Photographs: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographirig does not interfere with the Contractor's operations. B.2 Videotape Recordings: The puxpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Videotape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maacimum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re-televise and provide a good tape of the line at no additional cost to the city. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for television this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be abandoned. Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for Items under Television inspection of the proposal. C. PAYMENT OF CLEANING AND TELEVISION INSPECTION OF SAI�TITARY SEWERS: The unit price for Cleaning and Television Inspection of sanitary sewers shall be full compensation for all costs connected with cleaning and providing the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions, and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. �1 The primary purpose of cleaning is for television inspection and rehabilitation. When �. a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental, and no payment shall be made. � D-38 � ■ O Payment shall be made for all segments of good tapes accepted by the Engineer after � the review. No additional payment will be made in the event the Contractor has to pull the Q television camera from two directions to obtain and provide an acceptable tape for review by the Engineer. � The city makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor and the costs must be included in the bid price for T.V. Inspections. The cost of retrieving the T.V. camera, under all circumstances, � when it becomes lodged during inspection, shall be incident to T.V. inspection. � The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. � D- 6 WAT .R � MP . . �TATION : �? GENERAL: •` All water sampling station installations will be per attached Figure 34 or as required in large ,� water meter vaults as per Figure 33 unless otherwise directed by the Engineer. ''� The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations Warehouse. � PAYMENT FOR FIGURE 34 INSTALLATIONS: �Payment for all work and materials necessary for the installation of the 3/4-inch type K copper t service line will be/shall be included in the price bid for copper Service Line from Main to Meter. �� j Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. aPayment for all work and materials necessary for the installation of the sampling station, concrete support block, curb stop, fittings, and an incidental5-feet of type K copper service line � which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. � PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. � , Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to � D-39 C' r � provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. I� D- 66 DETERMINATION AND INITIATION OF WORK �MISC. REPL.I : a The Engineer shall determine and designate to the Contractor the location of the service mains requiring replacement by a Work Order together with a sketch for each such replacement, giving the limits, size, and the nature of work required. Single or several work orders may be issued at one � time. The Contractor shall initiate work on a replacement within 5 working days a$er receipt of the work order, and continue work on the replacemerit until it has been completed, not including paving. If the main replacement work load increases in volume wherein the Contractor has more � than 20 calendar days work on hand, he will be required to add the necessary work crews to reduce �� the work load to a maximum of 20 calendar days. D- 67 SCOPF. OF W(�RK (UTIL. CUTI : The work covered by these Specifications consists of the paving repair over utility cuts which have � been backfilled previously by the City Water Department, as indicated by the details and possible adjacent areas damaged by blowout, etc. Included in this work will be the removal of the existing material in order to insure a paving section in conformity with existing pavement or the appropriate � detail shown in this document as directed by the engineer and all other miscellaneous items of `� construction to be performed as outlined in the specifications, which are necessary to satisfactorily . , complete the work. " Total quantities given in the bid proposal may not reflect actual quantities; however, they axe given � for the purpose of bidding and awarding the contract. Final payrnent will be based on actual measured quantities and the unit price bid in this proposal. There will not be a direct payment for saw cutting the existing asphalt or concrete, compacting the � existing subgrade or removal of the existing material. These items will be considered as subsidiary �� to the contract. The contractor will be required to maintain a capping course of hot rnix-cold lay asphalt in areas where traffic has whipped out washed rock, until the paving repair can be � accomplished. These items will be considered as subsidiary to the contract. The Inspector will pick up the repair tickets by 8:00 a.m. Monday through Thursday. The repair � j tickets will be issued to the contractor early the next day. Each repair ticket that is issued shall be completed within twenty-one (21) calendar days. The twenty-one (21) calendar days for completion � of the job begins the day after the contractor receives the ticket. Every effort will be made to issue the contractor a minimum of 50 repair tickets per week. See special condition TIME ALLOWED FOR UTILITY CUTS. � The Contractor shall identify to the Engineer possible locations for settlement of repaired pavement due to backfill of ditch by others. As directed by the Engineer, the Contractor shall remove and � replace existing backfill with washed rock. �� The Water Department will estimate the necessary size of the pavement repair on each ticket. Upon ., � D-40 � � � receipt of each ticket, the Engineer shall determine, by measurement, the required size of each repair. All repair sizes shall be approved by the Engineer prior to any repair work. r, ,: .. :: ,: : ... : � Contractor covenants and agrees to fully perform or cause to be performed, with good faith and due diligence, and in accordance with standards common to the industry and herein set forth in these Contract Documents which is hereby incorporated and made a part of this contract, pavement repair � to be ordered by the City at various times and to be performed at various places by separate repair tickets. The City may designate pavement to be repaired by furnishing to the Contractor a marked drawing, or street addresses contained in a written order or by marking in the field by paint or other � means, or by any or all combinations of said methods of designation. The Contractor agrees that �'= no work will be performed without written authorization from the individual designated in writing by the Director of Water Department. � ' �► C� ►� � It is understood and agreed that the scope of work contemplated in this contract is that which is designated by the City as the need arises. It is further agreed that the term of this contract is five �(5) months from the date of execution of contract work order and no orders will be accepted by the , Contractor after the contract has expired. " At the end of contract, the Contractor will have twenty-one (21) additional calendar days to � complete work already ordered and fifteen (15) additional calendar days to bill said work for a total � of thirty-six (36) days after contract termination to complete and bill work authorized pursuant to this contract. � 1 I : • � ► : � � The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic `� Control Devices fro Streets and Highways" issued under the authority of the "State of Texas ., Uniform Act Regulating Traffic on Highways", codified as Article 6701d Vernon's Civil Statutes, � pertinent sections being Section Nos. 27, 29, 30, 31. � The Contractor shall execute this work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. � Barricades, warning and detour signs shall conform to the Standard Specifications for street and storm drain construction, "Barriers and Warning and/or Detour Signs", Item 524, and/or as directed by Engineer. � The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by this City. If it is determined that a sign must be removed to permit r required construction, the Contractor shall contact the Transportation and Public Works ,_ Department, Signs and Markings Division (phone number 870-8075) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign � D-41 u � � i� f�' L � meeting the requirements of the above-referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re- installation is completed. � : � : � : . ' : �►► : _�_ '►� ► The Contractor shall be required to furnish sufficient personnel and equipment capable of � completely finishing an average of fifty (50) utility cut tickets with an aggregate average of 750 � s S.Y. of permanent pavement repair each week. �� V � �1 � L'J � �: � � _l � 1 1/ �� 1 �� t The Contractor shall assist the Engineer in measuring each pavement repair before any work is started. A repair ticket will be issued for each utility cut after measurement and twenty-one (21) calendar days beginning the day after the ticket is issued will be allowed for final completion of each utility cut. The contractor shall be issued a minimum of fifly (50) tickets per week. See also SCOPE OF WORK. A calendar day is ar�y day of the vyeek or month, Sundays or legal holidays as defined on Page C1-1 (4) Section C1-1.24 Calendar Days of Part C General Conditions. 1 � 1• 1 1•►� • Failure to complete work on time: The Owner and the Contractor agree that it will be most difficult or impossible to ascertain the amount of damages that will be sustained by the Owner if the Contractor fails to complete the work in the allotted time, but they both agree that the Owner would sustain substantial damages in such event. Accordingly, if the Contractor fails to complete the contract in the calendar days specified, a time charge shall be made for each working day thereafter, not as a penalty but as liquidated damages. The Contractor shall pay liquidated damages of twenty-five dollars ($25.00) per day per ticket for each repair cut not completed within twenty-one (21) calendar days, and liquidated damages shall end on day that repairs are completed. Should the amount otherwise due the Contractor be less than the amount of such ascertained and liquidated damages, the Contractor and his surety shall be liable to the City of such delivery. D-42 � i � �J � � ' �' � ► �• � � All paving repair edges shall be undamaged neat lines (by sawing or equal) and shall be parallel or perpendicular to the center line of the street. 1 : ► . :: . t � The Water Department shall place the pipe embedment and backfill with washed rock per the following specification. Washed Rock: All washed rock used for embedment or as otherwise directed by the Engineer shall � be washed gravel or washed crushed stone or washed crushed gravel and shall meet the following ' � gradation and abrasion: .� � � � � � a Sieve Percent Sieve Percent Size Retained Size Retained 1-1/2" 0-2 3/8" 85-100 1" 7-55 #4 95-100 3/4" 25-100 Los Angeles abrasion test: 50% Maximum wear per ASTM. D- 76 CLEAN-UP (TJTIL. CUTI � Final clean up work shall be done for this project as soon as the paving and curb and gutter has been constructed. Contractor shall remove all excess cold mix, washed rock and debris from the street in the area of the repair. No more than seven (7) days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the satisfaction of the Engineer. Refer also to Page CS-5 (8) Section CS-5.17 Clean-Up of Part C General Conditions. � �;�� ; � i� Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. � : :►� �► � : �_ The proposal sections of this special contract document is arranged to allow the Owner to make � payment based on size of repair. The Contractor is required to submit a bid on all proposals Unit I, Unit II, Unit III and IV. Unit I will generally consist of small patch, less than or equal to 200 square feet. Unit II will generally consist of inedium patch, greater than 200 square feet and less � than or equal to 1000 square feet. Unit III will generally consist of large patch, greater than 1000 square feet. Unit N will generally consist of items necessary for each size Utility Cut Repair. The � total low bidder, Units I, II, III and IV is the apparent successful bidder. If Contractor does not bid ►.. all four Units of the proposal, the bid will be considered as "non-responsive" and will be rejected by the Water Department. � D-43 L__l f�l � �� .s � � l. I'� � 1 ' _ \ 1 � � 1 :: : ' • ; 1 ► \ Regardless of the existing pavement type, base repair for Unit I shall be either min. 8" concrete base (see D-32, 2:27 Concrete Base) or min. 5" reinforced concrete base (see D-22, Reinforced Concrete Pavement or Base) as directed by the Engineer. Any deviation from standard repair shall be approved by the Water Department. I I�;�IZ�ZI)►C : � : : ' � C � : ► '_ l �liy �l# When concrete base is required for repairs > 200 square feet in area, the base repair shall be either min. 8" concrete base (see D-32, 2:27 Concrete Base) or as min. 5" reinforced concrete base (see D-22, Reinforced Concrete Pavement or Base) as directed by the Engineer. Any deviation from standard repair shall be approved by the Water Department. 1 : 1 1 1 : � ' � 1/ : '' U \ These items will include the furnishing and placing of H.M.A.C. surface course as directed by the Engineer. For Specifications governing Type "D" H.M.A.C., see the 1982 Texas State Department of Highways and Public Transportation, Spec. Item No. 340 "Hot Mix Asphaltic Concrete Pavement". H.M.A.C. is also covered under Spec. Item No. 312 in the Standard Specifications for Construction, City of Fort Worth. Subsidiary to the H.M.A.C. pavement shall be sawing, removal of asphaltic material, gravel and excavation as shown on the details or as directed by the Engineer. The removed surfacing shall be loaded into trucks upon removal and hauled away from the job site as directed by the Engineer. In no case shall the removed surface be stockpiled on the job site. The following work method will be performed on each utility cut: Place safety signs, barricades and/or other warning devices where necessary and as required. .� � � n �_ � 2. The existing asphalt pavement shall be saw cut into a square or rectangular shape and cut side faces vertically. The sawed asphalt pavement shall be a minimum of 1' outside the utility cut area. 3. Apply liquid asphalt tack to vertical faces and bottom of excavated area in a uniform manner. Do not puddle tack coat on bottom of utility cut area. Do not apply tack coat to washed rock. 4. Place H.M.A.C. surface mix in lifts not to exceed three (3) inches. Last or top lift shall not be less than two (2) inches in thickness. D-44 �� 5. Each lift shall be thoroughly compacted with a plate compactor or portable vibratory roller. Fifteen to twenty passes will be necessary with a vibratory roller and mix temperature above 250 F(121 C) to ensure a good compaction. Top lift when compacted shall be approximately 1/8 inch above surrounding pavement. 6. Apply liquid asphalt around edges of patch along cold joints. 7. Clean up surrounding area. Do not leave excess fill or excavated material on the pavement. 8. Remove safety signs, barricade and/or warning devices after job is complete. Payment shall be made at the unit price per S.Y. as shown on the proposal and shall be full � compensation for furnishing all labor, materials, equipment tools and incidentals necessary to �- complete the work. .� LJ LRJ n �. 1 : : \ � : 1 � \ : ' • 1/ \ 1 : : :. l The following specifications are for the furnishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. General. Reinforced concrete pavement or base shall conform to Spec. Item 314 herein except for finishing and curing. � Finishing. The reinforced concrete shall be brought to a uniform surface by working with a � wooden float. The surface shall be flush with the adjacent pavement and shall have a finish similar to the surrounding pavement. The surface shall be even and shall provide a smooth ride. � � � � � a � � � Curing. The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrance curing compound conforming to the requirements of ASTM C-309, Type 2, white- pigmented compound, which shall not produce permanent discoloration of the concrete. Concrete shall be allowed to cure for seven (7) days or test beams reach 500 P.S.I. before removal of barricades. Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. The following work method will be performed on each utility cut: 1. Place safety signs, barricades andlor other warning devices where necessary and as required. 2. Mark out the damaged area with keel, chalk line, or paint, being sure to include all areas requiring repair. 3. Saw cut along marked lines a minimum of two (2) inches deep. i�a�� a � D ►1 � �J 4. Remove existing concrete. 5. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. 6. Place and finish concrete. 7. Clean up jobsite, removing all debris. 8. Maintain traffic control devices to protect area until concrete has cured seven days or concrete reaches 500 P.S.I. flexural strength. Payment shall be made at the unit price per Square Yard as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools, and incidentals necessary to complete the work. � '� ': �► �� : '• ►� ► Standard Specification Item 502 shall apply except as herein modified. � INTEGRAL CURB: Integral curb shall be constructed along the edge of the pavement as an ' integral part of the slab and of the same concrete as the slab. The concrete for the curb shall be , deposited not more than thirty (30) minutes after the concrete in the slab. � � 9 � O � � � � � SUPERIMPOSED CURB: Concrete shall have a minimum compressive strength of three thousand (3,000) pounds per square inch at twenty-eight (28) days. The quantity of mixing water shall not exceed seven (7) U.S. gallons per sack (941bs.) of Portland Cement. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic yard of concrete is required. PAYMENT: Payment shall be made for cutting and replacing curbs and gutters required in this Project under the appropriate bid item and shall be in compliance with Public Works Department standard requirement Item 502. 1 : 1 � :1. 1/.\. � : Contractor will be responsible for adjusting water valve boxes, manholes, and vaults to match new pavement grade. The unit price bid will be full payment for materials including all labor, equipment, tools, and incidentals necessary to complete the work. 1 :� u: ► ►:► :��_I l A maintenance bond in the amount of one hundred percent (100%) of the contract amount shall be furnished for a period of two years from the date of final acceptance of the work will be required on this project. D-46 � � 1 : \. :: \ � Within ten (10) days of receipt of notice of award of contract, the Contractor must provide, along with executed contract documents and appropriate bonds, proof of insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury -$250,000 each person, � $500,000 each occurrence; Property Damage -$300,000 each occurrence). The City reserves the right to request any other Insurance coverages as may be required by each individual project. D- 88 BIZiCK PAVEM_F,NT (i1TiI,. CUTI : This item shall include: 1. Removal and salvage of existing brick pavers for the purpose of relaying, in such a manner that no damage occurs during handling of the brick. 2. Supply additional brick pavers as necessary that meets size, shape, and color or existing brick, as approved by engineer. � 3. Mortar bed shall be leveled to the desired elevation, as directed by Engineer and shall not be disturbed in any way. � �� The mortar setting bed shall consist of: `� a. 1 part Portland Cement - ASTM C 150, Type 1 �'� b. 1/4 part hydrated lime by volume - ASTM C207, Type 5 c. 3 parts damp sand - ASTM C-144 (for high-bond mortar, gradation in accordance Dwith additive manufacturer's recommendation) d. Add water to obtain stiff mix - water shall be potable quality The dry joint filler shall consist of: a. 1 part Portland Cement - ASTM C150, Type 1 b. 6 parts dry sand - ASTM C-144 c. Do not add water � High bond mortar mix shall consist of: a a. 1 sack Portland Cement - ASTM C 150, Type 1 b. 50 pounds workability additive -"A" Marble Dust by Armco Steel Corp., Piqua Quarries, or Ute Dolomite Limestone by U.S. Lime Division of Flintkote Corp., or � Micro Fill No./2 by Pure Stone Co., of Marble Falls, Texas. c. 3 1/4 cubic feet of sand - ASTM C-144 d. 4 gallons of high bond additive - Sarabond Liquid Mortar Additive by the Dow Chemical Co. D e. Mix with water in accordance with High Bond Additive manufacturer's recommendations. � D-47 1 ' i � a Concrete surfaces to receive pavers shall be dry, clean, free of oily or waxy films, and firm and � level. Pavers with chips, cracks, or voids shall not be used. The setting bed mixture shall be spread and screened to a true plane and shall be limited to that amount that can be covered with pavers before initial set. � � For the work method see D-24 and follow items 1-9 where applicable. 1 ' ' � ► � C 1 C 1 U ' � ► ►/ I 1/ _ : ' Should the contractor fail to complete an individual work order in the given amount of calendar �days as specified on each individual work order, liquidated damage charges as prescribed in Part � C- General Conditions C7-7.10 Time of Completion will be subtracted from the final pay estimate of that particular work order. The estimated amount for each particular work order will be used for � determining the amount of damages charged per calendar day of time exceeding the specified amount. � � �: I �I ' w�] � � The first two paragraphs of Part C- General Conditions C7-7.10 Time of Completion shall be replaced with the following: The time of completion of each individual work order in an essential element of this contract. Each work order issued will have the maximum allowed number of calendar days allowed for the completion of that specific work. The number of calendar days specified will be calculated as follows: The total estimated cost for the specific work order divided by 2000 (rounded up) + 10 days = Number of Calendar Days allowed for Construction of Individual Work Order. When water and sewer work are required, only the water move in fee will be paid. At no time will both fees be paid for one specific location. 1 'I ►/� ► .• C 1/ . : ' � 1 ' � ' . : _Y�Z�]u f� �1►�Yr Il [�7►� i►(.Y11.7�►[y � A. Contractor's Worker's Compensation Insurance: Contractor agrees to provide to the Owner (City) a certificate showing that it has obtained a policy of compensation insurance covering each of its employees employed on the project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. LJ B. Subcontractor's Worker's Compensation Insurance: Contractor agrees to require each and every subcontractor who will perform work on the � project to provide to it a certificate from such subcontractor stating that the subcontractor . has a policy of worker's compensation insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until �u D-48 � � asuch certificate has been acquired. Contractor shall provide a copy of all such certificate to the Owner (City). �1 C. Worker's Compensation Insurance Coverage ' l. Definitions: � � Certificate of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the Texas Worker's Compensation a Commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC- 84), showing statutory compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the Project. Includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the City. Persons providing services on the project ("subcontractor" in section 406.096) - D includes all persons or entities perfornung all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. � This includes, without limitation, independent contractors, subcontractors, leasing `` companies, motor carriers, owner-operators, employees of any such entity, or .� employees or any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment � or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage � vendors, office supply deliveries, and delivery of portable toilets. � 2. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the �� statutory requirements of Texas Labor Code, Section 401.011(44) for all employees {, of the contractor providing services of the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior � to being awarded the contract. 4. If the coverage period shown on the contractor's current certificate of coverage ends � during the duration of the proj ect, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the City showing that coverage has been extended. � 5. The contractor shall obtain from each person providing services on a project, and provide to the City: � (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing � D-49 i� � � IJ _� � � � �. 4 L�! � L* LJ L� � � � � coverage for all persons providing services on the project; and (b) no later than seven (7) days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. The contractor shall retain all required certificates of coverage for the duration of the proj ect and for one year thereafter. 7. The contractor shall notify the City in writing by certified mail or personal delivery, within ten (10) days after the contractor lrnew, or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. 9. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: (a) provide coverage, based on proper reporting on the classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the proj ect; (d) obtain from each other person with whom it contracts, and provide to the contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the proj ect; D-50 u � � I'� (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; ( fl notify the City in writing by certified mail or personal delivery, within ten i� (10) days after the person knew, or should have known, of any change that :�� materially affects the provision of coverage of any person providing services on the project; and I� � (g) contractually require each person with whom it contracts, to perform as required by paragraphs (a) -(g), with the certificates of coverage to be provided to the person for whom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of � coverage, the contractor is representing to the City that all employees of the contractor who will provide services on the project will be covered by compensation coverage for the duration of the project, that the coverage will be based on proper � reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a � self-insured, with the Texas Worker's Compensation Commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject `� the contractor to administrative penalties, criminal penalties, civil penalties, or other . civil actions. � D. Posting of Required Worker's Compensation Coverage. The contractor shall post a notice � on each proj ect site informing all persons providing services on the proj ect that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements unposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation � Commission rules. This notice must be printed with a title in at least 30 point bold type and a', text in at least 19 point normal type, and shall be in both English and Spanish and any other -� language common to the worker population. The text for the notices shall be the following � text, without any additional words or changes: � REQUIRED WORKER'S COMPENSATION COVERAGE �� "The law requires that each person working on this site or providing services related to this � construction project must be covered by worker's compensation insurance. This includes � persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their � employer or status as an employee." "Call the Texas Worker's Compensation Commission at 1-512-440-3789 to receive �'! information on the legal requirement for coverage, to verify whether your employer has �� provided the required coverage, or to report an employer's failure to provide coverage." �j � D-51 I� � L�1 1�1 l�l L".J � L�J � � ! �J � � �, � � � � � � : : . : . � ►� : .�r_� i.i i.ce�u r:�.��n �� A. The Contractor shall provide five copies of complete "O & M Manuals." All information should be bound in five (5) separate looseleaf binders and delivered to the Owner at least two weeks prior to final inspection of the project. B. For each product, equipment, or system the following data shall be provided (unless deemed inappropriate by the Engineer): A general description of the equipme�it or system listing the major components, intended service, and other general data. 2. Technical data including nameplate data, design parameters, ratings, capacity, performance data, operation curves, characteristics and the like. Clearly distinguish between information which does and does not apply. 3. List of warnings and cautions to be observed during installation, operation, and maintenance. 4. Fully detailed installation and operating instructions including special tools required, alignment instructions, start-up and shut-down sequences. 5. C� Maintenance, service, and repair instructions including maintenance and service schedules, materials and methods for performing routine, special, and annual service. Troubleshooting guide and check list indicating common failures, test methods and procedures for determining component fault or failure. 7. Spare parts list indicating part and order number with name and address of supplier. Include current prices of replacement parts and supplies. 8. Typewritten test reports including material and system tests performed. Include date of test, testing party, witnesses, and record of test conditions and results in test reports. � T 11 Diagrams to include controls, wiring, installation or operation of the equipment or system. Copies of all "REVIEWED" shop drawings. Copies of all manufacturer supplied warranties and guarantees. C. The contractor should submit two preliminary copies of the operation and maintenance manuals to the Engineer at least six weeks prior to final project inspection for review. One copy of the documents will be returned to the Contractor marked "APPROVED" or "REVISE AND RESUBMIT." If it is marked "APPROVED," the contractor only needs to provide four additional copies. If it is marked "REVISE AND RESUBMIT," repeat the "O & M Manual" submittal in accordance with this item. D-52 II � � 1 � . a Delete Paragraph C6-6.21, "State Sales Tax," in its entirety from Part C, General Conditions, General Contract Documents and Specifications. � This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (F) of the Texas Limited Sales, Excise, and Use Tax Act. All equipment and materials not consumed by or incorporated into the project construction are subject to State sales � tax under House Bill 1 l, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. � n- 94 TRFNCH EXCAVATION�BACI�FIL.L., �ND COMPACTION : � Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within �� easements, and within existing or future R.O.W. shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as Dspecified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if n the stated maximum trench widths are exceeded, either through accident or otherwise, and �' if the Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The � expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any ternporary construction easements. All excavation shall be in strict compliance Qwith the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be � backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the � 3 Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated -, material is less than eight (8). Such evidence shall be a test report from an independent � testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may � waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill material is not � suitable, at the direction of the Engineer, Type "B" backfill material shall be used. u C� � �.��j � ! � � l� � � �� In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure A. Sand material specified in Figure A shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter, and shall meet the following gradation: Sieve Percent Size Retained #4 0-5 # 16 0-20 (P.I. = 8 or less) Sieve Percent Size Retained #50 0-50 #100 60-95 #200 90-100 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. Backfill material to be mechanically tamped must be within ± 4% of its optimum znoisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. � The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill Q material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2) foot vertical intervals begimm�g at a level two (2) feet above the top of the � installation pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system � for tests conducted by the City. ,, � L�, 4. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. n- 95 iIF,LETED 1 '� _ .�' 1�: /► 1. Submit seven (7) copies of shop drawings, layouts, manufacturer's data, and material � schedules as may be required by the Engineer for his review. Submittals may be checked ,� by and stamped with the approval of the Contractor and identified as the Engineer may require. Such review by the Engineer shall include checking for general conformance with L D-54 � � LJ � � � � � the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the submitted data. Processed shop drawing submittals are not change orders. The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies, or conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be responsible for dimensions which are to be confirmed and correlated � at the job site, fabrication processes and techniques of construction, coordination of his work � with that of other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and review submittals prior to being submitted, and sign or � initial a statement included with the submittal, which signifies compliance with plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in the submittal. Three (3) copies of the � approved submittals shall be retained by the Contractor until completion of the project and `` presented to the City in bound form. 2. Shop drawings shall be submitted for the following items prior to installation: [List the required submittals here] � �J 1� l'J Additional shop drawing requirements are described in some of the material specifications. 3. Address for Submittals - The submittals shall be addressed to the Chief Design Engineer: NIr. Kuo-Ching Fu, P.E. Fort Worth Water Department Engineering Division P.O. Box 870 Fort Worth, Texas 76101 1 ' '�_ 1►_ : �► /. �► ►_ ' � � :► :: . ,_. � `- -- A. General: This special condition covers the furnishing of all necessary materials and � equipment to perform post-construction television inspection of all sanitary sewer lines installed under this contract. This television inspection is considered as a part of the final inspection. A satisfactory inspection is required before the project is considered complete. � L� ��7 � � � r � � � a� � � � r r r � � � � � � ■ � � L; ,� � LJ L*J LJ � �_� � � �; B. Material: 1. VHS format video cassette recording equipment and tapes are required for video taping. The television camera used for the inspection shall be specifically designed and constructed for such inspection and shall provide a color picture. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe acceptable to the Engineer. The camera shall be operative in 100 percent humidity conditions and shall have a minimum of 6001ine resolution. • 2. Recording equipment shall be equipped with data recorder capable of the following: a. Date and time b. Footage c. Project name, contract number, contractor, and inspection firm d. Location, main/lateral number, and station number C. Execution: 1. 2. 3. The Contractor shall obtain the services of a qualified independent company to perform the television inspection. The Contractor shall provide traffic control during inspection operations to maintain public traffic and safety of all personnel. The Contractor shall clean all construction debris, sand, and gravel from the sewer to be inspected. 4. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of inspection equipment. Any damage done during inspection shall be repaired by the Contractor. There shall be no additional payment for these repairs. 5. Internal Television Inspection � LJ L" � � a. � The inspection shall be done one sewer section at a time. The section being inspected shall be isolated from the remainder of the sewer in a manner approved by the Engineer. Any defects found shall be repaired by the Contractor and then re-inspected. There shall be no additional compensation allowed for such repair or re-inspection. The camera shall be moved through the line in either direction at a uniformly slow rate, stopping at all defects to allow adequate evaluation by the Engineer. In addition, the camera shall be stopped at each service connection. c. Cost for exca�ation to retrieve inspection equipment shall be the responsibility of the Contractor. The City shall not be liable for any costs relative to retrieving inspection equipment from the sewer system. D-56 lJ � l�l �I � U � I +�1 � �� l.� � � e d. Sanitary sewer mains must be laced with enough water to fill all low points. The television inspection must be done immediately following the lacing of the main with no water flow. Sanitary sewage may be used to propel the camera if the main is live. However, flow may be restricted in a manner approved by the Engineer when necessary to provide a clear image of the sewer being inspected. e. 6. Viewing a. b. Telephones, portable radios, CBs, walkie-talkies, or other electronic means of communication must be set up where voice or manual communication is not feasible. The television inspection company shall provide facilities for the purpose of viewing the monitor while the inspection is in progress. The Engineer shall witness the television inspection. 7. Record Logs a. The videotape of each sewer segment shall note on the tape the project name and number, the main or lateral number, the beginning manhole station, the ending manhole station, the time and date of inspection. Footage for camera location in the sewer line shall be displayed continuously during the inspection. b. The original, unaltered cassette videotapes will be reviewed by the Engineer for focus, lighting, clarity of view, and technical quality. The inspection company shall maintain sharp focus, proper lighting, and clear, distortion- free viewing during the camera operations. Failure to maintain these conditions can result in rejection of the videotape by the Engineer. Any sewer line whose videotape is not acceptable to the E�gineer shall be re-televised at no expense to the City. c. Defects shall be described and quantified on the videotapes by the company doing the inspection. Measurement for location of defects in sewer mains shall be at the ground level by means of a metering device. Marking on cable or the like which requires interpolation for depth of manhole will not be allowed. Measurement meters shall be accurate to 0.2 feet. Measurements shall be taken from the center of the manhole and displayed on the videotape. d. A typewritten report shall be provided with the videotape. Each run sheet shall identify the segment being televised, and the location of each service D-57 � Iwl � e. or defect with its appropriate clock position. Upon completion of the project, the Contractor shall provide to the City the videotapes of each section of sewer line televised. �' D. Measurement and Payment: Payment for internal television inspection shall be paid at the contract price per linear foot of sewer pipe televised. Length shall be measured in place along the centerline of the pipe for each sewer segment. The contract price shall include all Q costs associated with internal television inspection, viewing, record logs, and cassette videotapes. LJ � �1 Y � � ►� � � 1': ►I :� 1 : C: 1 l Upon the direction of the Engineer, the Contractor shall provide a lime stabilized subgrade or base in conformance with Specification Items 210 and 212 of the City of Fort Worth's Transportation and Public Works Department's Standard Specifications for Street and Storm Drainage Construction. Unless otherwise directed by the Engineer, lime shall be applied at the minimum rate of four pounds (4#) per square yard per inch depth. Payment shall be made by the square yard at the unit price bid for the quantity measured in place and shall include all labor, equipment, material, and incidentals necessary to satisfactorily complete the project. No payment shall be made for the hydrated lime as it shall be considered subsidiary to the bid price for lime stabilization. 1 " ►/ ► : : 1 _ : � • 1 l At the direction of the Engineer, the Contractor shall stabilize the subgrade or base material with Portland Cement in conformance with Specification Item 214, Portland Cement Treatment, in the Standard Specifications for Street and Storm Drain Construction of the City of Fort Worth, Texas Transportation and Public Works Department. Unless directed otherwise by the Engineer, Cement shall be applied at a minimum rate of five pounds (5#) per square yard per inch of depth. 1 II_' �►: : ► � When reference is made in these specifications to a particular ASTM, AWWA, ANSI or other specification, it shall be understood that the latest revision of such specification, prior to the date of these general specifications or revisions thereof, shall apply. CI � i .� :►• �► �� u_ Q The total scope of work for this job has been separated into several bid items as shown in the Proposal. All materials and workmanship necessary to furnish a complete and functional job, whether shown, included or implied in the construction plans and/or specifications, shall be supplied � in this contract. The Contractor shall include the cost for all miscellaneous and subsidiary work not specifically mentioned in the Proposal in the various bid prices. � D-58 � ■ LJ �3[I�►•�lb�Y:3 �i �/:�:� IZI�`�'A`� �In order to establish a basis upon which partial payments to the Contractor may be authorized, ' immediately after execution of the contract the Contractor shall furnish a detailed cost breakdown of his contract price arranged and itemized to meet the approval of the Engineer. u � � 1 I 1/ \ 1 :\ : �: 1/:\.1 A. : 1. Test Procedure: � Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from being drawn into the manhole. � The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten (10) inches of inercury (10" Hg) shall � be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall ` be read after the required test time. The required test time shall be determined from the table below: , � l!' � � [li n �. r. � Height of Manhole (ft) 0' to 20' 20' to 22' 22' to 24' 24' to 26' 26' to 28' 28' to 30' For each additional 2' General: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. Execution: 48-inch Diameter Manhole 40 seconds 44 seconds 48 seconds 52 seconds 56 seconds 1 minute 4 seconds 60-inch Diameter Manhole 50 seconds 55 seconds 1 minute 1 minute, 5 seconds 1 minute, 10 seconds 1 minute, 15 seconds 5 seconds 2. Acceptance: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one inch of inercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test, the manhole shall be restored to its normal condition. All temporary plugs shall be removed and disposed of D-59 � 5 � I �U L� � I �J l; IJ ,� li �� L� � � in a manner satisfactory to the Engineer. C. Payment: Payment for vacuum testing of sanitary sewer manholes shall be considered an alternative to hydrostatic or pneumatic testing. The cost of all material, equipment, labor, etc. required in testing shall be included in the price bid per foot of pipe in place. 1 I� :►/' :►1 � 1► :� ► A. The Contractor shall furnish, at his own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland Cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine (9) days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Quality control testing of in-place material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the Contractor of his responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. � � �:� �. � : � :. :.� .Y��r� All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored, after completion of the work, to a condition equal to or better than existed prior to the start of work. By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street Right-of-Ways and designated alleys. This permit can be obtained by calling the D-60 �� r Y � � � � C � �- .� � L�J D � Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payrnent for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. � �� • : u. .►� : ►: Reference Part C(General Conditions), Section C8-8.5 Entitled "PARTIAL ESTIMATES AND RETAINAGE" shall be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be processed by the City on the lOth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a�ermanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net invoice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten percent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) � business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. � ' �1 It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay estimate shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. D-61 � 1 Y U The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this Contract. � � � '� u ► �, � � _� � Because of the unique nature of this contract, C8-8.5 PARTIAL ESTIMATES AND RETAINAGE of the General Conditions shall not apply and shall be superseded by the following: (Please initial below) Whenever the improvements prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate official of the Owner will, within a reasonable time, perform the inspections. If such inspection reveals that the improvements are in an acceptable condition and have been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will recommend acceptance of the work under that particular Work Order and recommend payment therefore. If the Engineer finds that the work has not been completed as required, he shall so advise the � Contractor in writing, furnishing him an itemized list of all known iterr�s which have not been completed or which are not in an acceptable condition. When the Contractor has corrected all such � items, he shall again notify the Engineer that the improvements are ready for inspection, and the Engineer shall proceed as outlined above. i f� Whenever the improvements prescribed by the individual Work Order have been completed and all � requirements of the Contract Documents have been fulfilled on the part of the Contractor, an estimate showing the value of the work will be prepared by the Engineer as soon as the necessary � measurements, computations, and checks can be made. The amount of the estimate will be paid to the Contractor after acceptance by the Water Department � Director, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the estimate for payrnent, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations fiunishing labor and/or materials under that Work Order have been paid in full, that � the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. � The acceptance by the Contractor of the individual payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under that Work Order or any act or neglect of said City relating to or connected with the Contract. Q The making of the payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. � Bidder's Initials f` � D-62 i Y � 1 1: :_ 1 : : �' . � Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the proposal, shall be a considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration and cleanup are general items of work which fall in the category of subsidiary work. aD- 109 ADDENDA : p Bidders wanting further information, interpretation or clarification of the contract documents must make their request in writing to the Fort Worth Water Department Engineering Services, at least 96 hours prior to bid opening. Answers to all such requests will be bound and made a part of the � Contract Documents. No other explanation or interpretation will be considered official or binding. Should a bidder find discrepancies in, or omissions from, the Contract Documents, or should the bidder be in doubt as to their meaning, the bidder should at once notify the Fort Worth Water � Department Engineering Services, in order that a written addendum may be sent to all bidders. Any addenda issued will be mailed or be delivered to each prospective bidder. The bid proposal as � submitted by the bidder must be so constructed as to include any addenda issued by the Fort Worth Water Deparhnent, prior to 24 hours of the opening of bids with appropriate recognition of addenda `� so noted in the bid proposal. � 1 1 �.: :\ 1:: 1 � All work performed under this contract shall meet the requirements of the Occupational Safety and Health Administration (OSHA). It is the responsibility of the Contractor to become familiar with the provisions of the regulations published by the OSHA in the Federal Register and to perform all �the responsibilities thereunder. It is the Contractor's responsibility to see that the project is �� constructed in accordance with OSHA regulations and to indemnify and save ha.rmless the City from any penalties resulting from the Contractor's failure to so preform. 1 ' � � ' C \ ► 1 ► � The Contractor shall keep a competent resident superintendent at the proj ect site at all times during the progress of the work. A resume listing the qualifications and experience record of the proposed resident superintendent, as well as references from similar projects shall be submitted to the Owner prior to award of contract. This resident superintendent, if found to be acceptable, shall not be � replaced without written notice to and consent from the Owner except under extraordinary circumstances. Qualifications of a proposed replacement shall be submitted when a request is made � for replacement of the superintendent and shall be approved by the Owner prior to withdrawing the superintendent. Q During the construction of the project, the resident superintendent shall demonstrate an ability to properly execute the work outlined in the contract documents in a timely manner and shall consistently produce work of an acceptable quality and in accordance with the contract documents. � D-63 LJ � � If the Owner shall have a reasonable objection to the performance of the resident superintendent, the Contractor shall replace the resident superintendent upon written notice from the Owner. The � resident superintendent is to be replaced with a superintendent acceptable to the Owner. No extension of time will be allowed for delays caused by the replacement of a resident representative. �I � : 1 ► ► ► : 1 The General Conditions, Section C1-1.19 ENGINEER, defines various persons who may be � designated as the Engineer. For the prosecution of this contract, the Term Engineer shall mean the Resident Engineer as designated by the Director of the Fort Worth Water Department together with members of the staff of the Engineer who are assigned to the Project. Any contacts the contractor p may wish to make with any City personnel, members of the plant operating staff, members of the City Administration, or Consulting Engineers, shall be arranged through the Engineer. The Contractor shall not act upon requests or instructions he may receive from any City personnel or � Consulting Engineers nor shall he give instructions or directions to such persons without the approval or consent of the Engineer. 1 ':1 : '. � � ::'.. � The Contractor shall take photographs of the project site prior to construction, monthly during construction of the project and after completion of the project. Photographs may be taken with a `' quality 35mm or better camera, equipped to photograph either interior or exterior exposures, with �_, lenses ranging from wide angle to 135mm. Photographs shall be taken at locations as designated � by the Engineer. � Contractor shall video tape all roads and work areas to be affected prior to starting construction and furnish a copy of the video tape to the Engineer. � Two glossy color 3" x 5" prints and the negative shall be provided for each photograph taken. Each t_. print shall be marked on the reserve side to indicate project name, date and time, location, direction of exposure, and description of what is being photographed. Prints shall be clear and sharp with �-, proper exposure. If prints of adequate quality are not produced from exposures, additional � photographs shall be taken. 1 ' :U \• �► It is understood and agreed that this contract may be terminated by the City without obligation to the Contractor, in whole or from time to time in part, whenever such termination is determined by the City to be in the best interests of the City. Termination may be effected by delivering to the Contractor or his designated representative a notice of termination, specifying to what extent performance of the work under the contract is being terminated and the effective date of termination. After receipt of notice of termination Contractor shall: � 1. Stop work specified in the notice on the date and to the extent specified in the notice of termination. I �J D-64 � � � 2. Place no further order or subcontract except as necessary to complete work already underway. � 3. Temunate all orders and contracts to the extent that they relate to the performarice of the work terminated by the Notice of Termination. � D- 115 HA RnOU ND O i MATE i i.S _ a Insofar as permitted by law, the Owner shall indemnify and hold hannless the Contractor from and against any and all liabilities, losses, cost, damages and expenses, arising out of use of the materials at the Owners site which are not under the direct control of the Contractor, including, but not limited � to, any and all liability resulting from personal injury, including death, property liability, at any � f time, however caused, due to the presence or release of, or exposure, whether to the person of properly injured or otherwise, to any hazardous or toxic substance, provided, however, that the City ; j liability shall be limited to that established in Article 6252-19, Texas Revised Code and other �� applicable State statutes and Constitutional provisions. � D- 116 AGE : � C 11 .� In accordance with the policy "(Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents, employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City � harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. � 1 1 : : � In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms rand/or conditions of employment for applicants for employment with, or employees of Contractor �.� or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify �. � D-65 � � � aand hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractor's alleged failure to comply with the � above-referenced law concerning disability discrimination in the performance of this agreement. U- 118 INDEMNIFICATION : � To clarify Section C6-6.12 of the General Conditions of the Contract, it is the intent of the Owner that the Contractor indemnify, hold harmless and defend the Owner, and the Owner's officers, � agents, servants, and employees from and against any and all claims as listed herein, even though caused by the Owner's sole negligence. � With respect to the last sentence of the first paragraph of Section C6-6.12, it is the Owner's intent �- that the language be site specific to the general area where the work to be performed under the Contract is being performed. It is not the Owner's intent that the Contractor be required to � indemnify the Owner for damages to property other than that caused to property located in close � proximity to this project, unless such damage is caused wholly or in part by the Contractor's negligence. � ' � 1 , ' � ' ' ' � �.. � � � SPECIAL INSTRUCTIONS TO BIDDERS � 1. PREQUALIFICATION REQUIREMENTS. A current financial statement, an acceptable � experience record, and an equipment schedule must be filed with the Director of the Water Department at least one week prior to the hour for opening bids. The financial statement required shall have been prepared by an independent certified public accountant or independent public � accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status. This statement must be current and no � more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Proposals submitted � by a prospective bidder who has not fulfilled the above requirements shall be returned unopened. u Prospective bidders whose qualifications are not deemed to be appropriate to the nature and/or magnitude of the project on which the bids are to be received will be notified before the date of the � bid opening, and any proposals submitted by them shall be returned unopened. Liquid assets in the amount of ten (10%) percent of the estimated project cost will be required. �For an experience record to be considered to be acceptable for a given project, it must reflect the i, experience of the firm seeking qualification in the wark of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been on projects �-� completed not more than five (5) years prior to the date on which bids are to be received. The � Director of the Water Deparhnent shall be the sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Departrnent project. � The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which he Qsubmits a bid. 2. BID SECURITY. A cashier s check, or an acceptable bidder s bond, payable to the City of � Fort Worth, in the amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. � To be an acceptable surety on the bond, (1) the name of the surety company shall be included on the current U.S. Treasury list of acceptable sureties, or (2) the surety company must have capital � and surplus equal to ten times the limit on the bond. The surety company shall be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the U.S. Treasury list or one-tenth (1/10) the total capital and surplus. � 3. BONDS. A performance bond, a payment bond, and a maintenance bond each for one _ hundred (100%) percent of the contract price will be required, Reference C3-3.7. Y CI � Y � 4. WAGE RATES. Not less that the prevailing wage rates established by the City of Fort Worth, Texas, and as set forth in the Contract Documents must be paid on this project. �, 5. AlVIBIGLTITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to � ' reject the Proposal. l,i 6. ADDENDA: Bidders wanting further information, interpretation or clarification of the p contract documents must make their request in writing to the Fort Worth Water Department Engineering Services, at least 96 hours prior to bid opening. Answers to all such requests will be r„� bound and made a part of the Contract Documents. No other explanation or interpretation will be , considered official or binding. Should a bidder find discrepancies in, or omissions from, the ' Contract Documents, or should the bidder be in doubt as to their meaning, the bidder should at once i notify the Fort Worth Water Department Engineering Services, in order that a written addendum may be sent to all bidders. Any addenda issued will be mailed or be delivered to each prospective � bidder. The bid proposal as submitted by the bidder must be so constructed as to include any addenda issued by the Fort Worth Water Department, prior to 24 hours of the opening of bids with aappropriate recognition of addenda so noted in the bid proposal. � 7. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. i� � C 8. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statues, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident s bid is lower that the lowest bid submitted by a Texas resident bidder by the same amount that a Texas resident would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident `s principal place of business is located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has a place of business in this state. � This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the �'1 bid to meet specifications. The failure of a nonresident contractor to do so will automatically ,�� disqualify that bidder. `' 9. PAYMENT: If the bid amount is less than $25,000, the contract amount shall be paid in one �j (1) lump sum upon completion and acceptance by the City of Fort Worth Water Department. 10. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal � Government, the Contractor covenants that neither it nor any of its officers, members, agents, employees, program participants or sub contractors, while engaged in performing this contract, shall �"� in connection with the employment, advancement or discharge of employees or in connection with :: � � r � � the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory � requirement. The Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based on a bona fide occupational qualification, retirement plan or statutory requirement. �„f Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City hannless against any claims or allegations asserted by third parties or subcontractors against the ' City arising out of the Contractor s andlor its subcontractors alleged failure to comply with the � above referenced Policy concerning age discrimination in the performance of the contract. "' 11. DISABILITY: In accordance with provisions of the Americans with Disabilities Act of � 1990 ("ADA"), the Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the gener�l public, nor the availability, terms andlor conditions of employment for applicants for employment with, or employees of the Contractor or any of its subcontractors. The Contract warrants it will fully � comply with ADA s provision and any other applicable federal, state, and local laws concerning � disability and will defend, indemnify and hold harmless against any claims or allegations asserted • by third parties or subcontractors against the City arising out of the Contractor s and/or its � subcontractors alleged failure to comply with the above referenced laws concerning disability � discrimination in the performance of this contract. � 12. M/WBE. In accord with the City of Fort Worth Ordinance No. 11923, the City of Fort Worth has Goals for the participation of minority business enterprises and women business � enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with your bid. Failure to submit the � completed AFFIDAVIT STATEMENT shall render your bid non-responsive. In addition, the M/WBE LJTILIZATION FORM, M/WBE GOALS WA.NER FORM, and GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) City business days after the bid opening. �' Failure to comply shall render your bid non-responsive. r� � ' ' , e � L' L�J LJ � l�J L�J � � t!1 I■I �i L�J C� C� I!� L�J u CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WATER REHABILITATION 97BB MALVEY AVENUE (WESTRIDGE TO BRYANT—IRVIN RD.) DOE NO.: 1689 FUND CODE: 01 __________________________________________________________ HOLE # 1 LAB NO.: 28232 I LOCATION: 6145 MALVEY AVE. I ----------------------------------------------------------------� 1.00" HMAC I 6.00" LIGHT GRAY CLAY W/CRUSHED STONE I 10.00" BROWN CLAY I ----------------------------------------------------------------� ATTERBURG LIMITS: LL: 49.4 PL: 24.6 PI: 24_8 SHRKG: 15.O�S I MUNSEL COLOR CHART: 5/3 LIGHT OLIVE BROWN CLAY I UNIT WEIGHT: 129.8 LBS PER CUBIC FOOT I ----- -------------------------------=====1 ____________________________I HOLE # 2 LAB NO.: 28233 I LOCATION: 6112 MALVEY AVE. I ----------------------------------------------------------------� 2.00" HMAC 1 5.00" BROWN SANDY CLAY W/CRU5HED STONE I 11.00" BROWN SANDY CLAY I ----------------------------------------------------------------� ATTERBURG LIMITS: LL: 22.5 PL: 19.1 PI: 3.4 SHRKG: 2.O�S I MUNSEL COLOR CHART: 7/3 VERY PALE BROWI�1 SANDY CLAY I UNIT jn]EIGHT: 123.1 LB5 PER CUBIC FOOT I ________________________________________________________________ ; HOLE # 3 � LAB NO.: 28234 I LOCATION: 6021 MALVEY AVE. I ----------------------------------------------------------------� 4.00" HMAC l 5.00" BROWN CLAY W/CRUSHED STONE I 10.00" GRAY CLAY I ----------------------------------------------------------------� ATTERBURG LIMITS: LL: 53.1 PL: 21.6 PI: 31.5 SHRKG: 17.0$ 1 MUNSEL COLOR CHART: 5/2 GRAYISH BROWN CLAY I UNIT WEIGHT: 130.9 LBS PER CUBIC FOOT I __________________ ---__________________________________=====1 � ..++ m..� �+ �..+ � � � �.+ r+i � I�+E �++. w� � r+�++� � � �..+ � � � a � � � � � � � � � � � � ' ' � � �t , ,-,,.. u�E � lbuy APPROVAL: JERI � DATE TESTED: 02-04-98 DATE REPORTED: 02-11-98 TESTED BY: CARDWELL FtiuE 2 ------------------- ROUTING JAMES ANDERSON F'RED EHIA FILE � � L�J L�J u LJ � � l■� L�l � f■1 � � I�I � � u l.l 1 Y Vr C VK1 WVKltI CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WATER REHABILITATION 97BB PELHAM kOAD DOE NO.: 1689 FUND CODE: O1 PAGE 1 ____________________________________ -----=1 HOLE # 1 LAB NO.: 28054 I LOCATION: 3472 PELHAM RD. E/4 I ---------------------------------------------------------------� 2.50" HMAC I 6.00" GRAY CLAY W/ CRUSHED STONE I 10.00" GRAY CLAY I *STREET HAS BEEN CHIP SEAI,ED - I ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 53.6 PL: 22.3 PI: 31.3 SHRKG: 14.0$ I MUNSEL COLOR CHART: 7/3 PALE YELi,OW CLAY I UI�IIT WEIGHT: 117.5 LBS PER CUBIC FOOT I ____________________________________________________=________= � _______________________________________________________________1 HOLE # 2 LAB NO.: 28055 I LOCATIOIV: 3441 PELHAM RD. E/4 i -----��---------------------------------------------------------� 1.00 HMAC I 6.00" BROWN CLAY W/CRUSHED STONE I 11.00" BROWN CLAY I *STREET N.AS BEEI�T CHIP SEALED � I --------------------------------------------------------------=1 AZ'TERBURG LIMITS: LL: 58.8 PL: 26.4� PI: 32.4 SHRKG: 16.O�S � MUNSELL COLOR CHART: 7/3 PALE YELLOW CLAY I UNIT WEIGHT: 125.3 LBS PER CUBIC FOOT I _______________________________________________________________� a � r.�.M w�n r� w�w � �r•+ r*•+ w�+� �+ �+ �.r� � � �. �.�+ M...� r�+ �+ rr� ' � � ' a � a � a a � � ' � � � � � �� DOE # 1689 PAGE 2 _______________________________________________________________� HOLE # 3 LAB NO.: 28056 I LOCATION: 100' SOUTH OF CAMP BOWIE BLVD. I _______________________________________________________________, 1.00" HMAC I 4.00" BROWN CLAY W/CRUSHED STONE I 6.00" CONCRETE (SAMPLE DAMAGED NO PSI) I ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 34.6 PL: 18.9 PI: 15.7 SI-IRKG: 9.0� I MUNSELL COLOR CHART: 8/2 VERY PALE BROWN CLAY I UNIT WEIGHT: 124.2 LBS PER CUBIC FOOT I _______________________________________________________________1 APPROVAL: �, : ` F'�." "". JERI � DATE TESTED: 01-30-98 DATE REPORTED: 02-04-98 TESTED BY: CARDWELL ROUTING JAMES ANDERSON FRED EHIA FILE � � � � a Li � � � � � � a � � I a � � � CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WATER ECHO DOE NO.: 1689 FUND CODE: 01 REHABILITATION 97BB TRAIL (RANCHVIEW TO CUL—D�—SAC) PAGE 1 ________________________ ------- HOLE # 1 LAB NO.: 28052 � LOCATION: 3737 ECHO TR. ( ---------------------------------------------------------------� 2.50" HMAC � 6.00" FLEX BASE � 3.00" DARK BROTn7N CLAY TO SOLID ROCK � ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 56.2 PL: 27.3 PI: 28.9 SHRKG: 17.2�5 I MUNSEL COLOR CHART: 7/1 GRAY CLAY I UNIT WEIGHT: 151.0 LBS PER CUBIC FO�T � ____________________________ _____________________________________________________________ HGLE # 2 LAB NO.: 28053 � LOCATION: 3702 ECHO TR. ( ---------------------------------------------------------------� 1.50" HMAC � 6.00" FLEX BASE � 11.50" REDDISI� YELLOW CLAY W/SAND & GRAL`EL � ---------------------------------------------------------------� ATTERBURG I,IMITS: LL: 31.5 PL: 17.3 PI: 14.2 SHRKG: 7.8� I MUNSELL COLOR CHART:.7/4 VERY=PALE BROWN CLAY I- UNIT WEIGHT: 151.0 LBS PER CUBIC FO�T � ____________________ -I APPROVAL: , �� R�� RI � DATE TESTED: 02-03-98 DATE REPORTED: 02-04-98 TESTED BY: CARDWELL ROUTING JAMES ANDERSON FRED EHIA FILE l■I � � � � [�1 � � L�J L�J � � f�l � L�J �� L�J � �� CI TY OF FORT TnTORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLA5TICITY INDEX PROJECT: t�1TER REHABILITATION 97BB KI RKi�I00D ROAll DOE 1�0 .: 16 8 9 FUND C�DE: Ol PAGE 1 _______________________________________________________________i HOLE # 1 LAB NO.: 28057 I LOCATION: 6924 KIRKWOOD RD. S/4 I ---------------------------------------------------------------� 2.25" HMAC I 8.00" BROWN SANDY CLAY W/CRUSHED STONE I 8.00" GRAY CLAY I *STREET HAS BFEIV RECENTLY OVERLAYED____________________________i ---------------------------- ATTERBURG LIMITS: LL: 32.6 PL: 18.1 PI: 14.5 SHRKG: 9.0� I MUNSEL COLOR CHART: 6/4 LIGHT BROWN CLAY I UNIT WEIGHT: 127.6 LBS PER CUBIC FOOT I _______________________________________________________________I _______________________________________________________________1 HGLE # 2 LAB NO.: 28058 I LOCATION: 6900 KTRKWOOD S/4 I -----��---------------------------------------------------------� 5.00 HMAC I 6.00" CONCRETE (GOMPRESSIVE STRENGTH 1109 PSI) I 8.00" GRAY CLAY I *STREET HAS BEFN RECENTLY OVERLAYED I ---=-----------------------------------------------------------� ATTERBURG LIMITS: LL: 45.7 PL: 20.0 PI: 25.7 SHRKG: 13.0$ � MUNSELL COLOR CHART: 6/2 I�IGHT BROWNISH GRAY CLAY I UNIT WEIGHT: 132.0 LBS PER CUBIC FOOT I ----------------------------- --------__=====I APPROVAL: C61 .=�i R JERI DATE TESTED: 01-29-98 DATE REPORTED: 02-04-98 TESTED BY: CARDWELL ROUTING JAMES ANDERSON FRED EHIA FILE � LJ � t!l � � I�l CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WATER REHABILITATION 97BB WILD PLUM DRIVE D0� NO.: 1689 FUND CODE: 01 PAGE 1 _______________________________________________________________1 aHOLE # 1 LAB NO.: 28059 I LOCATION: 3128 WILD PLUM DR. E/4 I lJ ---------------------------------------------------------------� 5. 7 5" HMAC I 4.50" GRAY CLAY W/CRUSHED STONE I D 10.00" GRAY CLAY I ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 44.6 PL: 26.9 PI: 17.7 SHRKG: 9.0� I � MUNSEL COLOR CHART: 5/1 GRAY CLAY I UNIT WF'IGHT: 122.0 LBS PER CUBIC FOOT I __________________________________________________________=====I ________________________ ----------� pHOLE # 2 LAB NO.: 28060 I LOCATION: 3105 WILD PLUM DR. E/4 � ---------------------------------------------------------------� � 2.50" HMAC � 6.00" BROWNISH GRAY CLAY W/CRUSHED STONE I 11.00" GRAY CLAY W/GRAVEL � � ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 39.9 PL: 25.1 PI: 14.8 SHRKG: 8.O�a � _MUNSELL COLOR CHART: 6/2_LIGHT BROWNISH GRAY CLAY I a UNIT LJEIGHT: 1.17 . S LBS PER CUBIC FOOT � ______________________________________ -� L�] C C� APPROVAL: _ / �l � N JERI DATE TESTED: 01-30-98 DATE REPORTED: 02-04-98 TESTED BY: CARDWELL ROUTIt�G JAMES ANDERSOI� FRED EHIA FILE l�l � l�J � l■1 LJ C� L�J � I■I I� L�J u L■J � � � � � � CITY OF FORT LdORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: G�TFR REHABTLITATIUN 97BB ROTHINGTON ROAD DOE NO.: 1689 FUND CODE: 01 PAGE 1 _______________________________________________________________► HOLE # 1 LAB NO.: 28061 I LOCATION: STA. 1+00 ROTHINGTON RD. E/4 I ---------------------------------------------------------------� 1.25" HMAC I 6.00" LIGHT GRAY CZAY W/CRUSHED STONE I 11.00" GRAY CLAY I *STREET HAS BEEN CHIP SEALED ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 43.1 PL: 18.3 PI: 24.8 SHRKG: 13.0$ I MUNSEL COLOR CHART: 7/1 LIGHT GRAY CLAY I UNIT WEIGHT: 115.3 LBS PER CUBIC FOOT I _______________________________________________________________� _______________________________________________________________) HOLE # 2 LAB NO.: 28062 I LOCATION: STA. 6+00 ROTHINGTON RD. I ---------------------------------------------------------------� 1. 2 5" HMAC I 13.00" CRUSHED STONE (NO SAMPLE DUE TO CRUSHED STONE) � *STREET HAS BEEN CHIP SEALED I _______________________________________________________________� ____________________��T=====______________________________=====1 HOLE # 3 LAB NO.: 28063 I LOCATION: STA. 11+50 ROTHINGTON RD. I ---------------------------------------------------------------� 1.25" HMAC I 6.00" LIGHT GRAY CLP.Y W/CRUSHED STONE I 10.00" GRAY CLAY I *STREET HAS BEEN CHIP SFALED I ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 43.6 PL: 24.7 PI: 18.9 SHRKG: 12.O�S � MUNSEL COLOR CHART: 6/2 LIGHT BROWNISH GRAY CLAY I U1JIT WEIGHT: 120.8 LBS PER CUBIC FOOT � I _______________________________________________________________� O D � a a � a � � � � � � � � � � � � DOE # 1689 PAGE 2 APPROVAL: r., ` R �JERI ' DATE TESTED: 01-28-98 DATE REPORTED: 02-04-98 TESTED BY: CARDWELL ROUTING JAMES ANDERSON FRED EHIA FILE 0 L�J � � � I�■1 � � L�J � � l_■__I � I�l LJ � � L■J � CITY OF FORT in70RTH CONSTRUCTION SERVICES .LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: Ing1TER REHABILITATION 97BB EL CAMPO (MERRICK TO HORNE) DOE NO.: 1689 FUND CODE: O1 _______________________________________________=__________=====1 HOLE # 1 LAB NO.: 28154 I LOCATION: 5212 EL CAMPO N/4 I ---------------------------------------------------------------� 4.25" HMAC I 4.00" GRAY CLAY W/CRUSHED STONE I 11.00" GRAY CLAY I ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 58.4 PL: 26.8 PI: 3,1.6 SHRKG: 16.0$ � MUNSEL COLOR CHART: 5/4 LIGHT OLIVE BROWN CLAY I UNIT WEIGHT: 116.4 LBS PER CUBIC FOOT I --------------- ----------______=====1 _______________________________________________________________1 HOLE # 2 LAB NO.: 28155 I LOCATION: 5.i16 EL CAMPO N/4 I —=-------------------------------------------------------------� 1. 2 S" HMAC I 6.00" BROWN CLAY W/ CRUSHED STONE I 12.00" BROWN CLAY I ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 30.6 PL: 18.0 PI: 12.6 SHRKG: 6.O�S I MUNSEL COLOR CHART: 7/3 VERY PALE BROWN CLAY I UNIT WEIGH7': 137.6 LBS PER CUBIC FOOT I ------- -----------=====I APPROVAL: � R�I�lr�� , ° JERI � DATE TESTED: 02-03-98 DATE REPORTED: 02-09-98 TESTED BY: CARDWELL ROU T I IVG JAMES ANDERSON FRED EHIA FILE L■J � � � � � � � � ' I � I� � ' � � ' ' � i.ITY Gr r ORT 'vVORTH CONSTRUCTION SERVICES .LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: WATER REHABILITATION 97BB EL CAMPO (FARON TO HORNE} DOE N�.: 1689 FUND CODE: O1 8 ______________________________________________------ HOLE # 1 LAB NO.: 28150 I LOCATION: 5620 EL CAMPO N/4 I ---------------------------------------------------------------� 3. 2 5" HMAC I 6.00" BROWN CLAY W/CRUSHED STONE I 10.00" BROWNISH GRAY CLAY I ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 33.2 PL: 16.9 PI: 16.3 SHRKG: 8.O�S I MUNSEL COLOR CHART: 7/1 LIGHT GRAY CLAY I UNIT WEIGHT: 141.0 LBS PER CUBIC FOOT I _______________________________________________________________I APPROVAL: l'// . R�E RI DATE TESTED: 02-03-98 DATE REPORTED: 02-09-98 TESTED BY: CARDWELL ROUTING JAMES A�IDERSON FRED EHIA FILE R � LJ � � � � L�J L�J � � I �J [I L' L�J �� L! I C � CITY OF FORT Tn]ORTH CONSTRUCTION SERVICES �LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: inTATER REHABILITATION 97BB TANGLET�700D TRAIL (BELLAIRE TO HARLANWOOD} DOE NO.: 1689 FUND CODE: 01 _____________________ ----=1 HOLE � 1 LAB �JO .: ?_ 8151 ( LOCATION: 3229 T1aNGLEWOOD E/4 I ---------------------------------------------------------------� 3.00" I�MAC ( 5.00" GRAY CLAY W/CRUSHED STONE I 10.00" GRaY CLAY I ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 45.5 PL: 29.6 PI: 20.9 SHRKG: 12.0� � MUNSEL COLOR CHART: 5/2 GRAYISH BROWN�CLAY I UNIT WEIGHT: 124.2 LBS PER CUBIC FOOT ( ------------------------ ---____=____=====1 -------------------------------------- HOLE # 2 LAB NO.: 28152 I LOCATION: 3209 TANGLEWOOD E/4 I ---------------------------------------------------------------� 4_00" HMAC � 5.00" GRAY CLAY W/CRUSHED STONE I 10.v0" GRAY CLAY � ----------------------------------------------------------------� ATTERBURG LIMITS: LL: 45.5 PL: 18.5 PI: 27.0 SHRKG: 12.0� I MUP�SEL CQLOR CHART: S/2 GRAYISH BROWN CLAY I UNIT WEIGHT: 137.6 LBS PER CUBIC FOOT � _______________________________________________________________� _______________________________________________________________I HOLE # 3 ' _ LAB NO.: 28153 _ ( LOCATION: 3109 TANGLEWOOD E/4 � ---------------------------------------------------------------� 3.50" HMAC � 6.00" GRAY CLAY Gd/CRUSHED STONE I 10.00" GRAY CLAY � ---------------------------------------------------------------� ATTEhBURG L,IMI TS : LL: 4 8. 8 PL : 18 .£3 PI : 30 . 0 SHRKG: 14 . O�S � MUNSEL C;�LOR CHART : 5/ 2 GRAY I S H BROWN CL�1Y I UNIT [�TEIGHT: 137.6 LBS PER CUBIC FOOT I ________________ ----------==1 � �„n „ , ,-.... LV� i{ lbtiy ----------------- APPROVAL: 2:� ` R��'�" JERI DATE TESTED: 02-03-98 DATE REPORTED: 02-09-98 TESTED BY: CARDWELL t'HIiC� L ROUTING JAMES ANDERSO�I FRED EHIA FILE � PART D SPECIAL CONDITiONS PREVAILING WAGE RATES � �++ �r+ a�++� � �+ �+ � � �+ � li.� rt+M i� I�+� w++ M�+� � � 9 l i i� U u L�] � r 4.{ � � [i u � � �J LJJ1Nl7 JIKtLi VEMENT ' TEMP�RARY PAVEMENT RQAIR SHALL BE HOT�R CIILD MIX ASPHALT, ROLLED 2• MINIMUM ��j 'apoD000-o�u-s-e-a-e�s s�a o-a-a-s-��o-a-s-s-a-a-e-a-a-o-o- onoo oaooa000n000 0000aoaaoa°o°o°"o° ! // //. /� � ///// �� :- �.. �/.,, �//.- , i/./, �// . . . . - , � . . :. . .,.� a: . - ' '4 , ' . =� • ¢ /_ MIN. 6' CDMPACTED � . • � Fi.EX—BASE MATERIAI� � DCIST. BASE � SAND �MATi �R GRANULAF EMBEDMENT 0 • � . ... . • .. •�. - � EXCAVATED MATERIAL� ';' s `:. - ..' J ' SHAIi GDNSI�T.. � �- MATERIAL - - � • i» -w�'�: • FREE �OF � THIN � �R �ELDNG'A7ED� . , :.,..-: ' f, ` •.�; =`• P�ES, R�CKS, LUMPS QF . .� , =. • - . `' CLAY, S�. LOAM �R � ' �' VEGETABLE MATER, 1•-6• . • '= .., . .,. � ° ' MAXIMUM. .0 .. � �� `. � --: ~ � . . r. ti .. . . .� .t. .L '+• � ti Q w s: t. •. z :-- . �. . • �. • _� • .�� . . ' �,• `� , ' � INCLUDED IN LINEAR F(IpT HID pRIC� pF plpE . EXCAVAT�pN, BAC�K�F�TLL - AND PAVEMENT REPAIR �UNDER EXISTING STREETS CASE 3: EXISTING PAVED. STREET T� BE RECIINSTRUCTED � � FIGURE A � CWATER= .SIZES UP TQ S DVC�UDING 127 s�tEET i aF 2 � � REV� MAY 22, i997 n e r� � � � � � � � � � � r � � � � � � � � 9 �, u � V rl 1� � � ,, � O 0 L,I I'I 1 ' EXISTING STREET TEMP�RARY PAVEMENT REPAIR PAVEMENT SHALL BE H�T�R C❑LD MIX ASPHALT, ROLLED 2' MINIMUM �' , j// �o�o�o�o�o�o�o o�o�o�o�a�o�o�o�o�e�o�o�o-o�o�o�o�o�o�o�o�o�o�o�o�o oa o 0 0 000 o aooQo oeo 00000 000 0 0 0 000000000 0 0 0 0 000 0�///� �/��%��//��/ / ' � °. . i / . � :� :� :�/ :i � � . : �. .a . . . a. ��. EXIST, BASE � SAND MATERIAL ❑R GRANULAR EMBEDMENT \ �d a� . .Q �ad MIN. 6' C❑MPACTED � FLEX—BASE MATERIAL �- � - �� • � �� - � � EXCAVATED MATERIAL � �. � �� =' � - . SHALL CONSIST ❑F MATERIAL . � : ' �. ' '.', FREE ❑F THIN ❑R EL❑NGATED . - � . . �- . �� PIECES, R�CKS, LUMPS ❑F ' ' .. � � . �. CLAY, S❑IL, L❑AM ❑R � : . � • � . VEGETABLE MATER, 1'-6' . _ - . . ' ' MAXIMUM. � ' �Q� ` � �' � CRUSHED ST❑NE . �. Q . :- f; . . .:.':.. . •; ;�: �� = i •.: :":'�: . :•'':• . � INCLUDED IN LINEAR F�❑T BID PRICE ❑F PIPE EXCA�/ATI�N, BACKFI�L AND PAVEMENT REPAIR �`UNDER EXISTING STREETS CASE 3� EXISTING PAVED STREET T❑ BE REC�NSTRUCTED FIGURE B CSEWER� ALL SIZES> CWATER� SIZES 16' & LARGER) SHEET 2 �F 2 NTS REV� MAY 2z, 1997 LJ �',..� �7 � � � �3 � � � �'�J � � ��'3 � r'7 C=7 C�': C� � � PMS 167 (Copper) ,._ PMS 288 (Biue � 8� _ �� , , , .� ' i �, . 3" '� 3' -1 5" % 3" _--._1 �_ ' � . . , . , , � . . , 2.25" `, ; -�-- -- , . . � Or T O TH . . . ` r ` �` �� ....-� . 2.25'� � ) ,T.._ PMS 288 (61ue) „ ,, „ , � ; , ;� ��\ 4' -1.5�� :, , , , , , , , , ` � , , , , , ou�. Wate� : , , � , , � nds In �ctron_ - 3.75" --�- � 0 O � N 4.5" �- / / / � �� N O . � ��..."' ' 4.5" , , ;, ; � . . , , � � � 3" Radius `�', White `�� PMS 288 (�lus) � / � ��. � PR�JECT S1Gf� Figt�r� 30 3" 3.75" S��le 1 " - 1' 09/18/96 E2-1 G�t�siructi�n �7 0 E'� G7 � � � �..7 �7 a� �3 0 0 0 0. � L� r.�3" ^ � �tR �ort No.� �a�ow o L k IO i. CUR p 0 �UtilN r �; • ', � . _.�_ . w�.�. ,H�pO ��u�� SECONO CO�M1St 011�'N.M.J►.0 I `• 1."• " flrq� Cou�7� �x�ai. CueO 0 outt�a , �E � R - � � • �, .4 �i� :•%4'. a. ' ° . .o t � . ' �� - , . .� .. .�. �1 � . � •S•�� ,' � s• � , , .. , ; , ,': , : . • r.� : ' . � t� . .. . •• �' � '' •'. •. , � . 1'AIME COAT ' • �•• � �• �'• � � ,�, � � �' •••' . ., ••' : . L � r��t •.�� . :::r :•oNcp� • . ' • . . . ' �; ,• t , � • • : . . . �.. � •�•' . }"' All tncrxN e.c��« ��u�.� M:et . ' • ' � �lCUI�lYlNT� �011 �AO�T�ON �Mp �w1�T.0A�0 DITCN MA4l ► • ' �� ' � � • • ' ' � • � ,�� C01G►ACTIup A• �►[tlrl�� IM If [M • PflOPO�[DfACllfr_y .�� •, . %." ' �pt 01 T1Q iTIMDAMD �►tC1IlCA- IMlT�lLAT10t1 110t�0 ►0� CO�tTAUCtMD�, 1W11t . '.. . • MOIIK� Ot►i CITI' p� 1011f 11�OIITM ��[ , ' f[C� Otli�E�lt A1+D t= tI0FEi1�[ ' • � �' • � �►[CI►ICA1�Oq• /oA rAT�A Ot►�R1• NOTES� � • • � •• ,• b�MY ►ADJ[CTf /O�t tiOAiN wA1[� 1. l:27 CONCR[TE SHALL OE INStAL4E0 A b11NIMUAA • ' "' , 0!►��C�� 01 jO+R t10NT11� �[ItA�. OF �" 8E101M �OtTOM 0/ AlPHA�T tAvE11ENT.• .' �" � • � � �, ' !. 0[O�INO Q/ �I�t lO NAiRI AWACtNT iECnOMt OII �' � �►tN�TIIATY�N �►AvttllpT 11111AC/btpT tP[WICAf10N �Ot� 1fNICi1M111� MOR[ �1qN0[NT. ��,, ;�, .�'� tou�u oaAbt �IJo ��tt oP OIIAOi !Wp 11Ai! � 01 ' ; .. .' ' , . M0. RtPUtATWb-AOPNALT A►�LICATIQJ. fTOqt 1� UN4AJ0l1 ►110.1RC10�TH«IIO��CTEMOINE[11011 OE�IONt11 •,•. �;•, .• '• �" � AC� • Q.�O e�l, �.Y, �• �0 L0./0.1. NulT EV�LUAi[ tMt fYLL MqTN 0/ [1l13iW01twEtlll►i�w• �• � • . ,'•, � �••• ' � ACO • 0 �� L. •.7 1 - 0� l�J/•f. PaYENLfIT A• TO iNICIR![�0� COfD1T10H � AOIIRY TO • ' � � .• �' �� ' .' � ' �. •'' ...�... MITN�tANO CONtiRYC110N l0ADM10. If �PPIIO�NIATt� TN� .��•.' �. � ;� '•�• + :� ; ,�,• ' • . � ''• .. •.; •� ••', : 1 AC � ' O.t/ •Al. O.L � (�AR •COAiI t� lONl. FUII 1MIOtM Of �URFAC� •MAIL 0� REMOVEO O REP4ACE0 � � ' � � � � � ' ' � ' MiH AP►ROPRIATi TREATN[pt iA [7(IljRlq aHt I! • ' iulaqAp6 NA1EM4l. IN iN�l �YiNi� ! 0► M.M.�. C. . . � CAM 0[ tU�S11i0Tt0 /011 TN� �M�[� COU111t , ►tN[tI1�t10N IAV�M�MT. �� , • .-rY�icA�.� s��c�r�o�-�r��c�� i� . � TYf�IC�_L� P��TRATION P14VE��IT VVI�,� ��l��►��. .�. - � � ., c�rr of foar a�o�ra Rtv-�-i-t� nav-9-�t;061DES1 atx-i�-i-t• TRANSPORTfi�ION/PUQLIC WU(iKS pEPMTNENT p�y��t•ib-�o fll� No C•3Z30 � E�tQIq�"ER/Nf O/Y/4/O/7 "�v: e�3"-�� f/0. 9 - . _ ��v.•�-�-o� Id.w.l J v . , . . I '�� bg-�'n�N �101SIA10 �NId3�NI�N3 ---M ._�_. ._.... _ ..._.. . ._. _. --•---- Z8••0�-9-•�� S�1dOM �17gndiNollbl�odSNrrd1 � 9aa�-�'ON �ll� oe-5�-z1_�� 5dK�1'N1boM 1!!0� �0 111�� " •��,3d�No�„V�•SSV'1� 3H1 61-I-I1-'A3d O�.d�00V Sl lx+� �d SS�N��INL 91-1-9-'�3H 1N�W�Add �.L3��N0� d31�1�3dS �Nl '1VN�10�131�q � �tl JIVW 31�N�N0� IZiZ-S'oN � t�lad3� N�N3�1.1-N�1.1�3 S� �11�IdJll •d�l��d� S� "03AOhl3b SI 1.N3�V3A1ld 'Q3d1A0�d 38 '1'111NS � 313a�N0� O�a!lO�Nl3d�NON ZI �o ��Ndlslo 3�I�tds dor� wnwi 1N3113 3111 NI'NMOIIS Sd �I�N3dl -NI1� If�3'191SSOd Stl (13DVA111$ � lfla 38 a�AO 03ad�d3!! �A `I�IM 1N3W '1'1vNs.��315 3N1'ln� �e ol 1N3w�Avd -3A11d 313b�N0� U3�HO�N1�!! -�'oN �13b�N0� Ni S1SIX3 �3315 �I -Z'ON m •�dx�l+Nlbo� �d0� �0 Jl�.l�'ld3q ��J.d • �11doM lao� st��rddd •1d�� a�1vM do� sNo�lv�l�r�3ds �t�l �0 Z-Z3 g Z-1� 5No11�3S . N! 031�1�3d5 Sd 7'11��V8 d0 Xl N1dOM 1d0� �0 �lll�''ld�q sH�oM �i7gnd Noll�nblsNo� b0� SNOIld�1�I��dS O�VONVIS . 3FI1 �o ZOb W311 NI U31�1�3dS sv Noll�v�wo� �a Nollvodd� l�Nd ��1 d0� 51N3W3HIflb3d 133W 3Sv9 JNilSIX3 �lV1�S I�I�H�VH N�N3!!1 '1lV`, -��i�I////� d311n�g g�n� JN11SIX3 '�NO� 9NIlSIX3 � � � �T'11 19 1�` i7t 1 f1'1 r�q � �'�i I^ �1 1 N3A3H�INM'Z06 NOIIVJ -1�1�3dS !!0 SN011�3S 1N3�VI'Or N�11►W O1 �dld �0 JN1a039-�'ON '!l�1V3lIfl SI d�A3NaIHM �,4 �o H1d30 wnWINIw V ol do Nld�d �vN��do ol o��v�d�d �e ��dHs 1N3W3Add �1�d�N0� Q��d0�N13d-I'ON �C710N Nollv��tv15N1 1111'11�11� 03SOdOdd �'1'IVM HJ110 1�-- �13d�N0� IZ:Z _ 1"n� Mv� � �N3W��`��3!! 1N�N13A1Id 31�d��io� o��do�Nl�d ,,V,� Ssd1�n (JINV �I1� 3sve lsix�? �.r-- . . .. ln� Mvs 1N�W3Add '�NO�'1SIX3 � :. . , b311�a 8 BN�� DNIISIX3 � � � � E.� � � C7 Q � � a Q � 0 � 0 ^�! r""� K• t�ur cu�� • WTT[II . : �, • i • • _ • � �•L � at N01� � Nlwr lxi�t M�.AC MraC �tKitlriM• swa�ct _% � • ' ��« 1 � �1 �--ts�at r�ac �'` es�s� cv�� W�r�[t 1 � •utt�• frr Ou� � L � •� ' • • —!� . • �///rTf� • rl � • . �.��OOIICII(TC 1��Ii � i41�11[� A YMl OI �' • ��o. �o.�.o� a sx�T. «.M.,►c ...e.s.r►, � �u csin. swwu ,w�� e �c��ae �o r«c °�w.` �c.r..w.�r �rr'�R'i�' sNaL� ee z or n� � sv u�sc. v s��rs or H �• r� wreM w�►ct«t urnoM � OR MKI/IC�TiM N�. rrxN[ya► is �o«s • - sT114��i. ' � A e1l �Ia+0AM10ACiRT� 1�loifei �M�w�l oi1 KalMtllw�f f1�11MYt tl� I'Yltl'�'fM w�f�M IML�IA'i. M10�711 Ai � re a�a�a�syoa�nr ��ast� ro wrew�Ta+r car.wucrww �w�ra �r r�►�w.rt�ne � +�inM a ww•at �� . . . K AlNYf�� Ial4�� r1f11 AI/M/MAT[ TM[ATI�fT T� • . . . fiaM'RII� �v[ a11 UI�M� tMTS�M�a. FM No. C•l?2f ,� � �AIMf t0�1T - - � trco«c�cr� ��t4 IRf ptw YC�IN t 7M�ll Kt� / �toww[rtMrs ►ow ��o�r.p� w�0 «'�T ��s� COY►�CT�O� �J N�N/�fa w1 �it■ •ot o. .Ne sfw.�+M s.tur�c•• TlQM /OI� COM�t�y�i�PM, ►Yal �C �OwR� oc�r , ut• pr ro�r sMr« *rs•� � �AtAFKI �t srtc��eo w SiC f qN1 C � 2 �MO E 1. I O� TK MfC.�I.C�►WM! �OR MA1�A p(IM1 • •iMt IOOJICT�� ►OA♦ �OA�M f�T(• Ot/t,Ui• pI IOAT �pAlN, fls�� `` ��W<P /�I[WT♦ r�t�ltaflp� ` ��-1�►[ , . +— atcM �r.�a TYPI�aL S��N-TRENCH REP�4iR - TYPICAL_ N..__M. A. G:'SURFACE W�TN_ SCNC. BASE Clll' Of fORt 11�ITM � N0' "�` ��"""'� ��ORi''i �cv•� •70•�2 TP.AN�n'��TATt. 1(/f t HI . M'_ Rt.S OE P T. ��v-u-�-s� lNrVit[�AM� O/�/�/OA� �cv-�:.,� �o fil. I / ., � N �i � a .—. ^C a� > 0 � a� � � � .�. .�.. �. � .�.. � �. �... � �.. � ... �. �.. r. ... � � L�J u l �J � � . � - • � � WORKERS' COMPENSATION COMPLIANCE � � � u � I�i ��J � � � f�] I�I � CERTIFICATE OF INSURANCE PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND lJ � 0 Blasting Collapse of Building or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Comprehensive Automobile Liability � TO: CITY OF FORT WORTH Date; NAME OF PROJECT: � PROJECT NUMBER: IS TO CERTIFY THAT : � is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. � TYPE OF INSURANCE Policy Effective Expires Limits of Liability � . Worker's Compensation Comprehensive General Liability Insurance (Public Liability) � � �� '� �1 1�' ��'� �1 �i 'll � Contractual Liability Other . �__� CERTIFICATE OF INSURANCE Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occunence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Properly Damage: Ea. Occurrence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellaYion to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. A�encv Fort Worth Aeent By Address Title �' � � � � �`J � � � I�� '� L�J l �J � � CI �� CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PW53- 060530174830 & PS58-070580174690 DA CONSTRU �ON.INC. ONTRAC / � .��.�is-G�' itle % .� �/ Date STATE OF TEXAS COUNTY OF TARRANT � 0 BEFORE ME, the undersigned authority, on this day personally appeared l�t,l.i�� C. ,�J,��IQQ known to me be the person whose name is s ribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of . ;,� G(� �„�� r oc�'�o �=rtc- for the purpose and consideration therein expressed and in the capacity there' stated. n GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of tt�� S� . 19�i�1 . OSCAR DE JESUS RESTffiEPO , Not�rp PubEd�, State of Te� �. � . , �y � 0�1-00�ires . i i � s■ i�� r' r Notary Pub 'c in and �or l the State of Texas C �� l! �� I(- �_. �^ . (I I� . � I' � � ' • A � / ' � � �g� ��d'��ll � SPECIFIc'.A�IQ�1T� . � . AND ' . �,�.�. �� CONTRACT DOCUMENTS ��,��'�,��'� ��iNIC� �Ci. . FOR WATER LIIVE REPLACEMENT CONi'RACT 97BB �%��°��7��'� �C�PY SEWER LINE REPLACEMENT CONTRACT 97BB WATER PROJECT NO. PW53-060530174830, D.O.E. NO. 1689'��'�� t��{� SAIVITARY SEWER PROJECT NO. PS58-070580174690, D.O.E. NO. 1689 CITY SECRETARY - . Water Line Renlacements: _ CONTRACT �NO . , ROTHINGTON ROA:D (Southwest Blvd to Trappinghan Rd) . _- � - KIRKWOOD ROAD (Peidmont Rd to Clayton Rd) � WILD PLUM DRIVE (Harlanwood Dr to Preston Hollow Dr) _� �� - ECHO TRAIL (Ranch View Rd to Cul-de-Sac) . EL CAN�O ROAD (Horne St to Faron St) � EL CAMPO ROAD (Hervie St to Camp Bowie Blvc�) � TANGLEWOOD DRNE (Bellaire Dr to Harlanwood Dr) � . PELHAM ROAD (Clayton Road to Camp Bowie Blvd.) - Sanitary Sewer Line Renlacement:_ � � � , � � . PELHAM ROAD (Clayton Roac� to Camp Bowie Blvd.) - .. - - � in . - � .. THE CITY OF FORT WORTH, TEXAS � Kenneth Barr Mayor PREPARED FOR � THE CITY OF FORT WORTH DEPARTN�NT OF ENGINEERING A. DOUGLAS RADEMAKER, -P.E., DIRECTOR May 1999 PREPARED BY: . (��C�� 1�.��I�g ��vc� �� a�a� � ��r�� , 6001 Bridge Street, Sulte 100, Fort Worth Texas 76112 _ Mletro (897) 429-4373 Bob Terrell City Manager -�. F (' � f�l �l Fi;,,�L � ��v� J i�y � Rt1AR�' Fi I-VO 1H.1E�X, � � . ," � r�-�z�ot.ivt�.u�E �� No. KObl 57 70 1 T"t� STATE OF TE � �.� COUNTX O� TARRA.NT KNOW AI.i. Iv�N BY TFiESE PRESENTS' That �v:� (1) Daviln Constructimt, inc,a (21C:`oF7►nr2ti� o� �.,5, b�acei.nafter c�ll PrinLipa� and (3)ifldemnits Insuranu Co�a@anv oF Nflrth America a cocpo�aan ozgazii� �d exist� �ndet tbe l�ws of ti►: Scate and fniiy sutharized to �tsa�E bnsiness za tbe Stau. of i�.xac, as Surety, are held aiui firinly baunti unto the City of Fort Worth, a mnnicipnl cocpo.-atioa orEaniud aud �isrimg nn�c: the 3aws of t�e State of Texas, hereinafter ealled Ow�tez, in tb� penal snm o% �TfNDRED TH'�'FY-EIGHT THLaUSAND TWO HUNDHED TWENTY-0►�gZj,D NQr70ti.... � t�b38� 1.00� Dollars ua. �a��ai :a►oney of tt.� United States� to be gaid in Fort Worth, Tairant �ounty, Tesas, far the paynte�f af which s,un weIi ancf truiy be made, we �tet�eby bind oursclv�s, out h�rs, exa:utotw ArirT;�n;�xi�o:s � and aa�essozs, jauttly and sevesaliy, fumiy by these prasents. THE CrJNDlTIOt*t QF THIS af: OBL.TGAT'IOI� is such #hh� Whereas, Lhe Pnncipal entered anto a c��tain cau�cact �zth the Cit;t �f Fort �orti�, the Owner, datEd the� ��- n o�� 1999 a copr of which is heeratQ �attached a� mad� a pan heroo�. far the con�nvction of: �a 1_ " � W TER ANP �A.?VTi'ARY �iEWE�t REPLAf'EMEtVT_ rt?NTRAC'�' 97BB designated as Pso�ect No. (s) PW5.i-OG0530I?4830 & P'558fi70580I7469Q. a copy of which caniract is hereby atta: he�, referred to. and made a parc hereaf as fulty and to the sarne exte� as i�` .,.a�pz� a]encth hrrein, su;.� g�.�xt and coc�scrucsion being lae�tez refe:red to as thc "work". � NOW ZP.ERB�ORE, if th,e Prinrspa? sieall weII, iru}y, and fait�Zful.ty perf'orm the wo:it in acco�anr..� R�ith +hc Atams, sprx.aficxbious, aad oo�utut dc�cumuemts during the origu�aI term t�rea:, and auy ex.ensions ihereof w�ich c�ay bt g�ttttd b.� tht Owmer. waith or without notico to '�hc 5niety, and if he sball sati�y a1i c3aims and de�attds incsuned under su�h contracs, and shall fuily in�mnify aud satie harss�less we Owner fmm a1t costs and danculges whi�b tt m� s�'�r bv nason of failure to do sa, and si�al2 reimbnrse and regay tbe Owner all outlao and ea-pense whit:.h the Ow�r maS inc.vz in makimg good azn� d�su2t, then tizis obligrtioa shall be vv3d; ot�te�aise to reu�aia in fu3) forr.� and e:�`�. ' C � � [� r� 0 �k.�. �� (-°�-7F�) ��`'�5' fiND PR�J�'IDcD r€JRT'"rLr'R, the? t�c said Surety�. fo:- vaSu� re�iv�i, hcre.�y stipuls�tes an� a�7r�.s t5s� ,��, no ehYu��, extansion af time, altetat�m or addition to t#�e terms of th�e contract or ta u� wor� tc� ix �rfflrene.� _ thereunder oz tbie specification�s accompa��ing the same siiali in any wise S£fe..^t zts obligatio�s bn this bon�, and it docs hercby waive notite of say svci� change, extension or tizt�;., alt,.-ration or �dciit�n ta the tecnzs o€ ihe oon�act f..4T til thC WDTk O! i4 t�LC S�l�C'dtt�JS, ' N WTINBSS WFiER�Q�, this u�uez�t is cx�t.utc�' �tn �4 �xanmt�►<�rn eacb e� af �vhich sh�tT be � dsc:m�.d au arigiit�;.. U:iis ttu; �� -�' Ju Y, 1999. � i►'�'TEST: •. pAVI�.,��NSTEUCTI�N. �jiq„ „ L1€ P� `3 ■ �l � ti L � AL (4 '�—/ � (S�AL) 33�� PANOI:A F�ORT WOR'I'H, T�, I �/ c�L..� ��_�� ..,. �" .«.. �..�...r.l..) FRC3VID� FCTRT'r�r., tha� � an}� i�gat a�i�u nl..:; u�r. t�zis bon�, vec� s� lie i.� i zrr�: Cau.'rc',; , Su�f� of Te;�:ss. � 311 Iam.�;r. Surte 3�C�. Fort t�Jorh Te:,as 7bl02 (Aciditas 1 �� (Address) �mnit-v in��c' DSuas lt,"�Or�i► A.�ae:�'K'.x , / BY� - o �� p•. (r"attor�.cv-in-�a� ! 1. I�tie M. �fc�*�d R i l L,amar_ �uire 310, For� Worttt Texas ?67A2 (Ade.ress} NO'I'� � Dste af Bond xaust uot be prior m date of Conuact ( i) Carrert Nam� of Contcacmx l2) A Cqrpor3Gion. a Partncrship or :n inctivxdual. as rase mav be (3) Correct name of Sun-ty (4) If arntractor is Pt�ers�ip a31 P�arffS 3h0uld c.'�ecalIe $Ont! t5) A truc cogy of roa�cr af Attorn�• si�all be atts�d to Bond by Attoru�y-ia-Fact. � 1' •of 10 Oriqinals � :, , � r�� s�rA� o� �r�s § COiJN'ri'' OF TARR.ANT § PA�'A�� i�'`C f�J;`� ��, I:061 57 70 1 � i;,i�TQW ALL MFN BY ��5� PRESENi'S: Thai we (1} �7AV�.A C(}NSTi�ifC�`i�iY. Ii�tC.. & (2)��Qrx�a flf Te=as, l�crtinaficr call Fn't1:Ciya1, a�d {3} I�fde�bJtv i�+�ra.�e Ccmit39t�v oC North A��11'ICa. � . a cQigoration o�zz�ci snd ea�sting �.�'ider the laws of the Staie aad fatty authorl�d to �ansact bnsiness in the State of Texas, as Swtety, are �e]d a�i fumly bouiui unto the City of Fori Wo�'t�s, a miinicipal cor,por&tion orgaaized and Gcistin,� un$cx tht laws of the Stat� 4f Texas, hereinaft�er t�lltd Owner, and �wto 3ll persan, firms, and corpora3itons who maq tUza.i�h msterials, far or perfonu labor upon the bu�ding or impror�en�ents iiercinaf%r � ref�nEci tp m t�e per�i s� of : 53X FTQN�RED THIRTY-��;HT THUUSAN3) TWf) SUND$�'.D TWENTY-OPIE AND NO/1fl0,,., . . .. , � tS638.22i.0(11 DolJars in fa�vfui maney of Lt� Unitect Stanes, to be paid ua Fac[ Worth, Tarrant County, Tcxas, far the papment af wtfich sa�t we13 and u�u1y be made� we ha�sy bind ourseives, rnu hcirs, exe�.ois, administiswrs and �cccs9o:s..Sointty ar�d severailY. £izmiY tv these psesents. - l� 'i� LY3I�iTiON OF THIS O�BLIGATIdN is such t�at Whereas, ihe P:incips�l �zred imo a �ertaiu eezuract with t#u Ciry of Fort Worth, the flwner, dated the •daq af July AD. . 199�, a cap}� af which is hereta dttached and made a part tha-co� for the consmution a�: �G 1 Q�.'�g� aWATERA�TD SAi�Ti'3'�iRY S�WER LINE REI'3�CEh'I�11'. Ct?!Y'I'�iA�i' 9?B� � Pmje�t Nu. (s) PW53-+160S301T4830 & PS56�1TOS8017469(). a c�y af whicf� s he� attac3x�. refez:� �a and made a� hereof as fuIly and to �e same exxeat as if capied at leagth herein, snch praject aad �umui.�aicn t�eiag berr.nafter :ciernxi to as we '�vork". � ;��QGI "I'FiETiE". rQPE, the condition of this obligatinn is suc:� that, if the Princigal sha�l pram� mak,e payment tfl atI elaimanu as defined ia Articie �i50, Revised C±vil Stanites of Te:�s, szuppiying iabor and mztenais `� in the prosaxuion of the nv�ic pmvided for in said Conrract, then ihis obli�o� siiatl be nul2 acd void. atherwise i2 stiat: rez►xam � ft�,U �'ozce <md e�eci. ,� F10 ;, u 1 � �� 1 i � � : TEFE BC1�.?) t� t�iADc AN� Bh j, �= irrto soie.'r' io� the RroteCLi�L af al! �2aimatsts supp��i.ag la�i a,� r�zez� in tnc pms.-,.^^v:ior. of ti�e wvrk prtroided fa: in sa1Cs CC131iiHG'�, 3S C�'i311ritS A!'.^'• �^..rmct� is sni : P,rt�:.l� 51�`?, au� aL sc�h clai�rtu s�all have a di��;E ri�! o� a..r`tioa i:nder ii�:. bon� as praviae3 ix: l�rti�i: S7 otl af tn� i�..-��isa;� f ' �`.i'y-i: 51•r.tnL^,s. PRd�ID� FURTi�FS lhat �� aul 1ega: scttor. � fiie� u�on this t�zYi, vca� sball iie in T�-sua? r� Cannty, Ststs a� Te�s> thai iite sxid 5urety, for valua r:ecir�ed, here�y� stigulates and a�s tt►�€ no .c,aange, ' ex�ec�sion of timc, aZiexaiioa of adclition to ihe ter,q7�e of t�e corttz�i or to the woz� tB be �rfarm� tizemmder or the �sS�tion s ar.��ing it� ssme shall ua any wis� a�'e�t its oblig�tion on tais bo� and it d�s hem�y , a'aive �r�tice af auy s�h chsngw cxteusiaa a�' iitne, niterafion ar addition to tbe t:rms vf 1he rnntra.,�t or tc ihe svt�rk tfl the speclfifications. PROVIDED FURI� ih� zw �inal s,ett3emem �t`vrn ti�e Orvc�s' and the Coau�.,�r shati abci� 1� �S� ��'1' �ciary Let�der w�rose claitn nqay be unsatished � W WIZ"rI...SS �VF�RF(�F. this insbct� is ex�u�sd in 10 owaterparts es�h one of whtch s�al2 be dc�u�ed an original, this the 2.3=� day- of Julv AD., 1999. A�'i'ES'i": (L�77S�;;T�) S�ECT'',:237y. .�E ' ) � �. ' �� 1 �� Fr l_ L�c � -.• ��.�._ / .� �:f.� : o,.�ii! -�/ � -�- , . •;.. . r tu � as ; � o S�cry 811 La�.zr. Saite 320. F�n `,�or�. T:.x;3s 76�02 DAVII.� B�': / 33Z5 P_ANOL.4 L/ FOKT WOH'FS.'Tk 7b1Q3 {Addr�s> �Y Indemaitv in, e Cmm�snv �f North . �:� • s� � �_: (AYt -in-f&a _ I�,�stie M. �fcrt3. (Address) $ Z Lamar, �itc _�� Fprt Wor`h TC`�s �6'+�� (Addse`'�S) IvOTE: Date o�Bond mivat nnt be prior to date a�f couIIact (l) Cocreci Nsnte af ContraCtor (2? A Corpor.�ion, a Pam:ershi.p or an Individual, cis case �y be (3} Cor�ct narne af Surety ��t) If coairaC.or :s Pamterr�i:ip al.i F�tYltets si�cxild e.�: 3ond (5) A brue capy- of :'ower of Artcr�� shall be attsch� to Sond �;/ .A�arney i��t ract ' u �� PART G - CONTRACT THE STATE OF TEXAS � COUNTY OF TARRANT � AUG 10 1J99 � THIS CONTRACT, made and entered into by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and DAVILA a CONSTRUCTION, INC. of the City of FORT WORTH, County of TARRANT, and State of TEXAS, = Party of the Second Part, hereinafter termed "CONTRACTOR". � � WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second - Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: � WATER AND SEWER LINE REPLACEMENT, CONTRACT 97BB And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his Q (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all � maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the � specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort � Worth Water Department General Contractor pocuments and General Specifications, all of which are made a part hereof and collectively and constitute the entire contract. � � � 1 ' 1 G1 I � LI �1 V� [I � � .� The Contractor hereby agrPes to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifcations thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 7 counterparts in the year and say first above written. Citv of Fort Worth, Texas (Owner) Party of the First p 4 BY: �� ASST. City Manager CW ATTEST: � / -� �l�� ; City ecretary (Seal) 1�:f��►1�.Y.�7.� DAVII,A CONSTRUCTION. INC. � 3325 PANOLA FORT WORTH. TX 76103 � B,� � � Ti e: y / � APPROVED: � � �,•�—��lf.'� �`a��l'�RJ,1°�-k-t�L�.. �'j A. Douglas Rademaker, P.E. Director � Department of Engineering CW � � Approved as to Form and Legality: Gary Steinberger, Asst. City Attorney �� /sl v contract �uthorizatiOn �� ` � � � t�ate � O �.� J - . 6 r c. INDEMNITY [NSURANCE COMPANY OF NORTH AMER �Power of � � I�A so39g� _ �Atto�ney �� ` I� `I CIGNA � K�now all men by these presents: That INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , a corporation of the Commonwealth of - �- Pennsylvania , having iu principal office in the City of Philadelphia , Pennsylvania , pursuant to the following Resolution, adopted by the Board of Directors of = the said Company on December 5, 1983, to wit: _ "RESOLVED, That pursuant m Articles 3.18 and 5.1 of the By-Laws, the following Rules shall govem the exewtion for the Company of bonds, undertakings, recognijances, wnVacts and other writings in the nature thereof: -.. .(1) That the President, any Senior Vice President, any Vice President, and Assistant Vice President, or any Attomey-in-Fact, may execure for and on behalf of the Company any and all bonds, undertakings, recognizances, �� contracts and other writings in Ihe nature thereof, the same to be attested when necessary by the Corporate Secretary, or any Assistant Corporate Secretary, and the seal of the Company affixed thereto; end that the President, any Senior Vice President, any Vice President or any Assistant Vice President may appoint and authorize any other Officer (elecced or appointed) of the Company, ant Attomeys-In-Fact to so execute or attest to the execution of all such writings on behalf of the Company and to affix the seal of the Company thereto. �(2) Any such writing exewted in accordance with these Rules shall be as binding upon the Company in any case u though signed by the President and attested to by the Corporate Secretary. � 3 'Che si nature of [he President, or a Senior Vice Presiden or a Vice Presiden or an Assistant Vice President and [he seal of the Com an ma be affixed b facsimile on an wer of attome ranted ursuant ro Ihis :1 ��O B �. 4 P Y Y Y YP� YS P - Resolutioq and the signature of a certifying Officer and the seal of the Company may be �xed by facsimile to any certificate of any such power, and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. 'i =(4) Such other O�cers of [he Company, and Attomeys-In-Fact shall have authority ro certify or verify copies of this Resolution, the By-Laws of the Company, and any affidavit or record of the Company necessary to the discharge of their duties. ,(5) The passage of this Resolution does not revoke any earlier authority granted by Resolutions of the Board of Directors adopted on June 9, 1953, May 28, 1975, and Mazch 23, 1977." � �_ does hereby nominate, consc�cute and appoint MOIJNTIE M. BEDFORD and STEVEN BEDFORD both of the City of Pensacola, State of Florida , each individually if there be more than one named, its true and lawful attomey-in-fact, to make, execute, seal and deliver on its behalf, and as iu ; act and deed any and all bonds, undertakings, recognizances, contracts and other writings in the nature thereof in penalties not exceeding Two Million � +, Five Hundred Thousand Dollars ($2,500,000) and the execution of such writings in pursuance of these presents shall be as binding upon said Company, as � fully and amply as if they had been duly executed and ackowledged by the regularly elected officers of the Company at its principal office. � �, Q IN WITNESS WHEREOF, ffie said William Jungreis , Vice-President, has hereunto subscribed his name and affixed the corporate seal of the said � I� INDEMNITY INSURANCE COMPANY OF NORTH AMERICA this 30th day of September 1998 . -� w�� INDEMNITY INSURANCE COMPANY OF NORTH Al1'IERICA � ' Y � C � _ .Q C •' . � l V � _'�� U � 4 O � ��> Q � � ' C� � . O � � O �0 N �� `�� i� `� � a�i � � 'C a.�.. iu4 ` L � o� L � - I� � U ' �II i N , y.► L � li 0 7 IZ U � � �: : � �as-saaa9a. � ,,`-yki Yp�� :� t ��7'•�c.a;.rs,:°� : i3,`��,J 1 ;`:a.� . TY'S`^y�,,�� J�:Si . . q,�;l, ••jIY�M:�l`-`:` � 1 g ,/,S`��'ruH x'J',`• . __ _... . _.._. ___ °'�� „ ��^" William Jungreis , Vice President COMMONWEALTH OF PENNSYLVANIA COUNTY OF PHILADELPHIA ss. On This 30th day of September , A.D. 1998 , before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came William Jungreis , Vice-President of the INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me personally known to be the individual and officer who executed the preceding instrument, and he acknowledged that he executed the same, and that the seal affixed to the preceding inswment is the corporate seal of said Company; that the said corporate seal and his signawre were duly affixed by the authority and direction of the said corporation, and that Resolution, adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at the City ofPhiladelphia the day and year first above written. ��.�. �- � �-^ ��-: ��'�'`',1�' p' . �. = �'' t G 6 a i + 1 „e _ ? ; C� t•"; � ,� %c� �� ' '�"�L�-' �'rt : 'QT -.......- � � ,,,� .� Rr � y ,,. �f�1�ni11 �Ut��►� 4 NOTARIAL SEAL DEBRA M. MARANO, Notary Public City of Philadelphia, Phila. County My Commission Expires Dec 20,1999 � �� Notary Public I, the undersigned Secretary of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , do hereby certify that the original POWER OF ATTORNEY, of which the foregoing is a substantially true and correct copy, is in full force and effect. In witness whereof, I have hereunto subscribed my name as Secretary, and �xed the corporate seal of the Corporation, this 2 3 r dday of �TTTT,Y 1 A��. ��w �Y°t- ,��'� y� � ��'�' .,,.; - � � � � ;5•,,, `s.e : � i3�`r�J!-" - � � `�.�.+yfy'L�p i � . '��,r. `N��r�' Debra H. Paziora , Secret THIS POWER OF ATTORNEY *� �Y NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTER September 30, 2000 . BOND# K061�7701 NOT VALID UNLESS PRINTED ON TEAL BACKGROUND � � .. _. . y...�;.��. , �.,._ _. . . , . , � , � � � . - . TI�. STA�E OF'�FXAS NIA?N`ti?NANC��34N� ��KObl 57 70 1 § Q. COIJNTY OF TA�tRANI' � � ! I KNOw ALL �+�N �Y "THESE �ESENTs: That (l.) pAViIlA CUNS1'RUC7'ION. INC. as l� Ptinv�*pa� a�in$ he� b3' and thzough (2) A�.MA DAVII.A iL� d�Iy autba�iz� Vii'E �SID�NT and (3) L+�'DEMNI'C'Y INSUIiANCE Ctii1�ANY OF NOR'�H ANi�RICA a car�ocatior� Organlzzed under the laws of the State af �eu�'qivania� as suz�ty, do hereby acknowiedoae Ehemselves to be htld and bound W pay unto thc C�ty � o� Fort �liotth, A Municfpai Cvrpoxatioq chartei'�d by virhx af COosdtution and latvs of ihe Staie o� T�ras, ai Fori � Worth, in Tariant Co�rntY, 'iexas the suus of � SiX SDNflRED THi�'1'Y-EIGH�' T'HfltJ5�,ND TWO HU2VDRED TWE:t'�`I'-0NE ANU N0/1ti0,... {5638�21.001 's.n lawiui moaev �f the Uuited States. far t� Fayment of uhich sum �xel7. az�d mily be m�� uisra � said City af Foa Worth and its su�essors, said Cantraaar and snrety dn hezci7y bin� thc�se£Yes, their hens, e.�rtors, admi.mstratcas. sss�igns and �ssors, jointly anti 9eYersllY- � O Tbis obtigatian is conditioned, howev�r, ti�al. r��l] � 0 ��GQ W�REAS. the Prin�pa: has enitred 'utW a certa+.n conuaci with cbe Ciry a�£ F�rt Worth dat�d, July 1999 ��. ��ca of the foliowiag de��ibt.�d pubtic wor� aud the cansuuctia� of ihe Pollowing described p�3biic iiu�rvvements� WA'T�R �ND SANIT.�RY �iE9V��4.i.� it'�I.AC£�Yi'EiV'I'. CnNTRACT 97$� of sdiise beinog .rzf�rEr' � b�ereia aAd ii7t SaiQ Contx�c,7 aS i.tte Wor't and befng designaie� as Pro}ec; Vo. {sj p•�53- 1i6tkS3t1174A31}�,�_58-+i'H3;4�3f1t736�ia� said conitact, inc.'uding alI of thC s�racations. candivions and Txitun insunme�s :eferred t� L.'�rein as coucrad docim;ents being bereay incorporated `�erein by ce:ere4ce for aIl Purpases and made a part ��f, the same as �'set wtveroatim h�in; and , A'f�RE �S. in .3aid Contr3e� C�ntrac:or binds itself to use s�ch materials and to so rnnsrT„cr the work thai it wiIt remain �n good rt�air snd ccmdition for and dwing the period t)oe f31 Ye�r �er �he date af the fia-�i a�tance of ihe wor's by the �i� ; and V4b"E?L .�5, said Can�acr�r binds ;.bzif to mainiain said wor9c iII �ood reDair aad cocu}itiOn �r S23id tetm Ui One t Ii Ye�tr; and. W��.�; A�, said ��ntr.ic:cr �i�s it�C� t0 re�,.ui Ox xe��CstiuC [3ie wo� :� w�(� ot itt part al atrr time � a�t said �cd � ia •LL'�.e e�aian �:i1e Dtr r;or of -�e `N�tzr ie�:.nneut ��1x Cir; of Fort Waztb, ii be �uu��ac;; snd ' ' '�'E'��, aid '�:.naac:::r �:n�s icr.11: ;inc:� e�;.,�iL'1_ig aceu.; oi ;he aood :fr�reiar ta :e�oav' or :�ec�-ttu�c saici cvork as heceffi pmvidai. 1 � � � � � _� _ _ ' FS NUW '�'#i"R�T_';�R.`�`,, it sxid Cou�u:Lvc shaL i:�P e-nd Ft'co.-ari its suid agrx-m�i io mainiai� r:{tuiz or z�onstr��..^f snid wvrb: itx accardsnce w;t� al( ti�e terr�s an3 conditions o` saicl Ccx�irn�, these p�cst�i.� shal? be nui3 �*� �roid, a�3 ha�� no force or cff t Oth�wise thi: 3ond shati bc tuid xe�nain in ful�, force snd effc�t, aud s,�sid Ciry shall heve aad rer.c�Yer Sz�:� thc s&id �ontractot �rzd its su�ety� dsmsg� in th: grc.nisss g�csccx"r�ed by �eaid Cuntra:t Tais obiig.e�.ian stusll be canTin� �in� oue a�d suoccssiv� rc3aco,r�iea mny i�e hsd :�tcou ia: succes.^iv� tx.:a�hes until t�e futl amoun! b�eroor is F,;hausted Vt��F'.cZEAS, sl} pazties antnaru anci agt� ti's�t i� any ie�.al action bc fzled upon t�iis bamcl, veaue sha11 1't: iA Y..rrant Gocmry,'Fcxss; and, IN WTI'NESS WFIEREQr. t12is inat�t�cnt is ex�aufed in 10 oounterpafts, each ane of tc'�ick� sbali be dear.ew� an cn-i�inal, dated _3ulv i � �'i ~ . i?h! A7'TEST� (Princi�;) Se�retaz3' e�) I�� ,� � � � Wi tc Principat INbEM�'�IITY L�1SURriNCE �OMP :,OF NORTH s^i��.R �. � /� (Address) HY - � .� ATI'EST: (Attorn � -fac2' I�zmtie M. ard a i i I.amar_ suite 310_ Fmt or,h `r'e�� 75102 (Address) � (S N�TE: Date ofiiond must nat ae prit�: eo - - date �f Coietract (SEA.i) � � r � � l�iTztaess �to 8 YII L _ Sui[e 3I0. For[ Worrh Fe�cas 76"f0'l � + F6 ' (1) Cacract Nauic oi Cc�mrrto� iai A�P�,1 v�D a�aa Individual. as cue may bt (3) ConuQp�o£Surrsy (4) lf CotlCa�2or ia Pacmar,�ip eIl Partnae shaAd c�sauc Bad ( 5 i A Luo u�py uf A»vcc of Altcancy s6all bc attaci�ed to Hond hy wtlw�ey-c�-Fnct 1 FORT WUR'i'H, TX 76103 (Address) .� _ � ' I1�TTDEMNITY INSURANCE COMPANY OF NORTH AMERI�A 1601 CHESTNUT STREET PHILADELPHIA, PA. 19192 SURETY RIDER Rider to be attached to and form part Bond No. K06157701 dated the 23� day of JiTLY , 1999 on behalf of DAVII.,A CONSTRUCTION. INC. . and (Principal) in favor of CITY OF FORT WORTH . Executed by the company indicated above (surety), in the amount of SIX HUNDRED THIItTY-EIGHT' THOUSAND TWO HUNDRED TWENTY- orr�.�rmrroiloo. ($ 638.221.001. Effective the 18� day of AUGUST consent to changing the said bond as follows: Effective date of Bond K06157701 is: Au�ust lOth.1999. , 1999, the principal and surety Provided, however, that the liability of the Surety, Indemnitv Insurance Comnanv of North America. under the attached bond as changed by this rider shall not be cumulative.. Nothing herein contained shall be held to vary, waive, alter or extend any of the terms, conditions, agreements or warranties of the above-mentioned bond, other than as stated above. Signed sealed and dated this 18th day of Au�ust. 1999. Accepted: Davila Construction, Inc. Indemnity Insurance Company of North America Principal By:_ ��t.�'�_ (i Alma Davila, Vice Presid ne t Surety. B: � M in A. Pris �t y-In-Fact Obligee: Pnwpr nf Attorney , , e un ersigne ecretary o M N A F A, o ere y cert�fy t at e ongma P F ATTORNEY, of which the foregoing is a substantially lniz and cotrect copy, is in full force and zffect. In yµtness whereo�h ��uqto subscribed my name as Secretary, and affixed the cotporate seal ofthe Corporation, this �day of t �-� ,Y-� l 15 � 1 827145 " �� CIGNA KIIOW �� rilCll by thCSC pl'eSCriiS: That INDEMNITY INSURAPICE COMPAi�TY OF NORTH AMERICA , a corporation ofthe Commonwealth of Pennsylvania , having its principal ofiice in the City of Philadelphia , Pennsylvania , pursuant to the following Resolution, adopted by the Board of Directors of the said , Company on December 5, 1983, to wit: ' "RESOL VED, That pursnant to Articles ?.1 R and 5. ] of the By-Laws, the follewirtg Rtiles sl�all gcvem tlte execution for the Company of bonds, undertakings, recogitirrnces, conttacts aztd other writings in the nature � thereof: - (1) That the President, any Senior Vice Presiden� any Vice President, and Assistant Vice President, or any Attomey-in-Fact, may execute foz and on behalf of the Cempany any and aR bonds, undertaldngs, recognizances, � conhacfs and ether writings in tlte naNre thereo� the satne M be attested when necessary by the Corporate Secretary, or any Assistant Coiporate Secretary, and the seal of the Company afiuced thereto; and that the . � President, any Se7nor Vice President, any Vice President or any Assistazit Vice President may appoint and authorize any other OtLcer (elected or appeinted) of Uie Company, ant Attomeys-In-Fact to so execute or attest �. � , to the execuRon of all such wntings on behalf of the Company and to at5x the seal of the Company thereto. ��, (2) Any such wnting executed in accordance with these Rutes shall be as binding upon the Company in any case u though signed by the Pcesident and attested to by the Cotpomte Secretary. � ', (3) The si@�ature of the Presidrn; or a Senior Vice President, or a Vice President, or an Assistant Vice President and the seat of the Company may be atfi�ced by facsunile on any power of attomey gcanted pu�uant to this � � Resolution, and the signature of a cefifyir�g Officer and the seal of the Company may be aSixed by facsimile te any eertificate of any such power, and any such power or certificate beazmg such facsicnile signature and seal stiall be valid and binding on the Company. �,' � 4 Such ot}ter Officers of the Com an and Attome s In-Fact shall have autheri to c or vi ce ies of this Resolutio the B Laws of the Com an and an affidavit or record of Nte Com an necess to the ��I �) P Y, Y- tY ��fY �' P 4 Y- P Y, Y P Y az'Y , dischazge oftheir duties. _ � (5) The passage of Utis ResoluRon does not revoke any eartier auffiority grattted by Resolutions of ttte Boazd of Directors adopted on lune 9, 195?, May 2$ 1995, and Mazch 23, I977." � ioes hereby nominate, constitute and appoint MARTIN A. PRISANT Of tYlO Cliy Of M1aIT11, State of Florida , each individually ifthere be more than one ...: named, its ttue and lawfu] attomey-in-fact, to make, execute, seal and deliver on i1s behalf, and as its act and deed any and all bonds, undertakings, recoguzances, tA cotRracts and other writines in the nature thereof in penalties not exceeding Five Hundred Thousand Dollacs ($500,000) and the exewtion of such writings in 0 pursuance of these presents shall be as binding upon said Company, as fully and amply as if ihey had been duly executed and ackowledged by the regularly elected � officers of the Company at its principal office. � uj IN WITNESS WHEREOF, the said William Jungreis , Vice-President, has hereurrto subscribed his name and affixed the cotporate seal ofthe said _ �� INDEMNITY IN5URANCE COMPANY OF NORTH AMERICA this 25th day of Mazch 1999 . _�� '',��"iwy`, INDEMNITY INSURANCE COMPANY OF NORTH AMERICA _ (II _�f''�WCw q �� V'� (� #� 3 E A �' � , - Y � � � t�Sl m U � ��lr r� ' w 0� �� William Jungeis , Vice Presiderrt I F L (Q z � > COMMONWEALTH OF PENNSYLVANIA - + — COUNTY OF PHILADELPHIA ss. �� On This 25th day of Mazch , AD. 1999 , before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came 1 �� William Jungreis , Vice-President of the INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me personally known to be the individual and I -`" (� tn officer who executed the preceding ins[rument, and he acknowledged that he executed the same, and that the seal �xed to the preceding ins�trument is the i '� O� corporate seal of said Company; that the said corporate seal and his sigiature were duly affixed by the authority and direction of the said corporation, and that � r� O Resolution, adopted by the Board of Directors of said Company, rzferred to in the preceding instrument, is now in force. � �� IN TESTIMONY WHEREOF, I have hereunto set my hand and �xed my official seal at the City of Philadelphia the day and year first above written. � > � � .........ti.,. � (0 N �' ��r �^~� . a: � � �? %��"�"�.,'`�',tj.' 1' '' � �.. # �d'R, 'r � _ � NOTARIALSEAL �� . �� O� � V, Q F a: DEBRA M. MARANO. Notary Public '�..� "� ��d- : � ; � `� � � _ GtyW Philadelphia, Phila. County � ` N � •, �` �; (� ;" My Commission Expires Dec 20, 1999 p� •�'�a :'�,��Lti i;: � 1 Notary Public � �'-•• • �4}~;� . � �, 'i� �i /� `r g . '� � �'�rft•�uuin��`��,�,• � � � " ,N L � L Z U I th d' d S f INDE NITY I SURANCE COMP NY O NORTH AMERIC d h b h th � 1 OWER O � � ` 6 .�^.'�. J �: .i- 'i '�r' �ir _ _;,:l; -'�� , --- t'.��. r_�T ' �`�� Q y�l ��sE.�• � �� / Y. i iasi '�.�`� � Debra H. Paziora , Secretary � J THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AF'I'ER March 25, 2001 �..- -. ..:-�i=.. . �.,.. �Y v- �.v_�__. ,.-. _.y_ . -. . .. :... . , ... � �. . �.t __ INDENINITY INSURANCE COMPANY OF NOR1`H AMERICA St:ret�r Rider BondNo . K06157701 NOT VALID tiNLE.SS PR.INTED ON TEAL BACKGROUND �� , , �. , ,.a� � � , , ,, � , City of Fort Worth, Texas �i✓I�Ay�r And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 8/10/99 **C-17570 30C97BB 1 of 2 SUBJECT AWARD OF CONTRACT TO DAVILA CONSTRUCTION, INC. FOR WATER AND SANITARY SEWER LINE REPLACEMENT, CONTRACT 97BB RECOMMENDATION: It is recommended that the City Council authorize the City Manger to execute a contract with Davila Construction, Inc. in the amount of $638,221.00 for Water and Sanitary Sewer Line Replacement, Contract 97BB. DISCUSSION: On June 17, 1997 (M&C C-16108), the City Council authorized the City Manager to execute an engineering agreement with Goodwin and Marshall, Inc. to prepare plans and specifications for Water and Sanitary Sewer Line Replacement, Contract 97BB. The Water Department has determined that the existing water lines in Rothington Road (Southwest Boulevard to Trappingham Terrace); Kirkwood Road (Piedmont Road to Clayton Road); Wild Plum Drive (Harlanwood Drive to Preston Hollow Drive); Echo Trail (Ranch View Road to Cul-de-sac); EI Campo Road (Horne Street to Faron); EI Campo Road (Hervie to Camp Bowie Boulevard); Tanglewood Drive (South Bellaire Drive to Harlanwood Drive); and Pelham Road (Clayton Road to Camp Bowie Boulevard) have deteriorated and need to be replaced. The street pavement improvements include a temporary pavement repair for the width of trench. The Department of Transportation and Public Works will pulverize these streets under its Street Maintenance Program. This project is located in COUNCIL DISTRICT 3, Mapsco 74H, P and S; 75E, P and Y, and 89C. This project was advertised on May 13, and 20, 1999. The following bids were received on June 10, 1999: BIDDER Davila Construction. Inc. Sherman Hudson Utility Circle "C' Construction, Co Jackson Construction, Inc. Conatser Construction, Inc Patco Utilities, Inc. AMOUNT $ 638.221.00 $ 665,414.00 $ 700,852.00 $ 758,858.60 $ 772,911.00 $1,016,191.70 TIME OF COMPLETION 150 Calendars Days Davila Construction, Inc. is in compliance with the City M/WBE ordinance by committing to 21% M/V1IBE participation. The City's goal on this combined project is 21 %. In addition to the contract cost, $51,058.00 is required for project inspection and survey and $31,912.00 for contingencies. . City of Fort Wnrth, Texas �1►�Ayar And �C,�uncil Cae�mun�cAt��n DATE REFERENCE NUMBER LOG NAME PAGE 8/10/99 **C-17570 30C97BB 2 of 2 SUBJECT AWARD OF CONTRACT TO DAVILA CONSTRUCTION, INC. FOR WATER AND SANITARY SEWER LINE REPLACEMENT, CONTRACT 97B6 FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that fund are available in the current capital budgets, as appropriated, of the Commercial Paper-Water and Sewer Funds. MG:j Submitted for City Manager's Office by: I FUND I ACCOUNT�.I CENTER � (to) Mike Groomer 6140 Originating Department Head: A. Douglas Rademaker Additional Information Contact: 6157 (from) PS46 PW77 A. Douglas Rademaker 6157 I AMOUNT 541200 070460135360 $101,292.00 541200 060770155660 $536,929.00 CITY S�CRETARY � APPROVED i CITY CO�UNC�. � Q UG 10 1999 I ) �� , City Secre4ary of the I City of Fort Vi�ozFh, Te�,:3 a