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Home My WebLink AboutContract 56584�- ' r y � `,�.�-,� - , 1 ry�. ,�enstt`. ��' ��H � . ', �� 5��'RRY �`��P�A��' ��. �� FmR 'I'�]E �Ol�S'I'1Z�JC'�'�O� �� ]Eagl� 1bl�untain �ater Tr�atm�n# Plant Clearv�ell No. 3 l�e�aabilitati�n Ci� Pr�j�c� I��m lm��l4� IV�atti� Park�r 1Vfayor �hris Harder, P.E. Director, �Rlater I�epartment P�°�p��c� �°or The Cuty �f ]For°� VV��°th VVater I�epartment �� Issuad for �onstruction August 2021 �� SO 1 Cherry Stre�t, Unit 3 3, Suite 1 R24 Fort Worth, Texas 7b102 T�PE Fix-rn No. F-3043 �,��..� :�;..�� . ,� s.. e..........e .............�va �� . �� :.....�� '��`� S7 �'��.�i�� 'I�;ill� i��{}�'� �. C�'C'f �I?��'�I�t�t FT� W��i�� _._.� _ _�� 1 David Cooke C�ty Nlanager �-'7r` ��,��..J ��/� 3/��r�± �� ,e..,��..„o.�.,o.00 .a.�,... ��I� J. �I�� L�I�Ii� ,�..,,.o��,�.o„ ��, �,�1 'I°��S PA�-E �[l�'�I'E�T"l�"��TAL�[.J� �1�FPI' ��L�I� CITY OF FORT YTTORTI� TEX�[S T��[ TE.1� DEP.�R�'1VIENT EAGLE 11�0UNT�IN 11'TP CLE�I2WE�L I�TO, 3 RL'HAB PROJECT City Praject No. .10304� CHItISTQPHER HARDER, P. E, D.IRECTOR ]�ATER DE.�ARTMEN�' 20�1 / � �% r � APPRO irL'D r U �� `) �4 �� G-, I �� v� 7'ONY3'HQLOLr1, F,li„ ASSISTAN7'DIRCCTOR, N�AT�Id I]�PAItTM�N7" ItEC4MMENDED D�� DEN� JQH GtN, 1'.�.. PRO.ICCT MANi1G�R 00 UD 00 STANI7AIZD CONSTRiICT10N SPEGIPICATION �DCUMSNTS Page 1 of2 SECT[Ohf o0 ao 00 TABLE OF CONTENTS Division Ol - General Re �irements Ol. 1 I QO Summa of Work 01 25 00 Su6stitution Pracedures O1 26 00 Conlract Modificatian P�acedures 41 31 19 Preconstruction Meetin p1 3 i 20 Pro'ect Meetin s pl. 32 �3 Schedule of Valuas O1 32 16 Cnns�ructionPro ress Schedule O1 32 33 Preconstruction �ideo O1 32 �S Aerial-Phota ra hic Dacumentation 01 33 DO Suhmittals 01 35 13 S ecial Pro'ecY Prnaedures O1 4Q 00 uaii Re uirements O1 42 00 References 01 45 23 Testin and In� ectian 5aivices Ol. Sb 60 Tern arai l�aailities and Gontrals d 1 57 13 Stortz� Water Pojluiion Pz'et�entian Plan 01 58 13 Texn orax �ro'ect Si na e O1 b0 Q4 �roduct Re ui��ements O1 G6 00 �'roduct Stara e and Handlin Re uii�e� O l 70 OD Mobilizatian and Reznobilization CITY QF FflFtT W�RTH Esgle FvIountain W�'P Clea�vell E�ia. 3 lZefta6 CQNSTRUCTIQN SYECiFICATION DOCUTAENTS City Praject TIo. 103fl�38 July 2021 Division 0�1- General Canditions 0o ao 00 STANT�ACt� CONSTIt[IC'I'lOi�F SPECIFICATIOIV DOCi1MENTS I�age 2 of 2 O1 73 00 Execution 41 74 23 Cleanin 01 77 19 Closeou� Re uiu•ements O1 78 39 Pro'ectRecard Doauments 01 $8 19 Ti hfness Testin Per�a�•mance Re uirements Division 03 - Conc�•ei� 03 QO 01.61 Con�cx•ete Tanlc Re airs Divisioz� 3f - Earthwork 3125 �0 �rosion and Sedimen� Cont�•ol --� Diviision 32 — Exterior Im ravements 32 92 13 H da•omulchin , Seedin and Soddin. D��ision 33 - Utilities 33 D1 10.59 Disinfectian of Water Utili Stora e Tanks A.ppendix :4�pendi� A Clearwell No. 3 Struct�ral Repair Details GC-6.06.D Di�erszt�+ �uszness Equity Speci�ications GG6.07 Wa�e Rates GR-O I 6� 00 Yroduc� Reguirem�nts END OF S�CT�ON CITY OF FOKT WORTFI Eagle Ivlountain W1`P Cieanvell Nn. 3 Rahab GQl�[5772UCTIpA! SPBCIFIC/iTEqN D�CUMENTS City Yeaject No. 103048 7uly 2021 9121/2D21 M&C - Gauncll Agenda �i�y �f ��-� VV�r��, ��xas �ayo� �� a�� t�� DAiE; Tuesday, Se�temb�r 21, 2021 R�F�RENCE NO.. *�M&C 21-0723 LOG NAME: 6q�MWTPCW3-DNTANKS SUBJEC7c (CD 2) A�thorize Execution nf a Contract with QN Tanfes, LLC, in the Amour�t of $932,Q6D,00, for the EagEe Mnuntain Water Treatment Plant Cfearwell No. 3 Rehabilitation Projec# and Adopt Attached A�prapriation Ordinance RECOMMENDATION: lfi is r�commended that the City Council: 9. Authari�.e execu�ion of a cantract with DN Tanks, LLC, in the amount af $932,060.00 for the Eag1e Mountain Vllater Treatm�ent Plant Clearwel[ No. 3 Rehabilitation project (City Praject No. 103048j; and 2 Adopt the aftached appropriation ordinance increasing estimated receipts and a�propriafians in the Water and Sewer Capital Projects Fund in the amount of $1,10�,543.D0, from available funds, for the purpos� of funding the Eagle Mo�ntain Water Treatment Plant Clearwell No. 3 Rehabilitat�on project (City Project No, '[03048). DISCUSSION: This Mayor and Council Commun�Catian {M&C� is ta authorize a construcfion contract �nd appropriate addiiional funding far the Eagle Mountain Water Treatment Plant Clearweil Na. 3 Rehabifitafion. The project was advertised fnr bids on July 1�, 2021 anc� July 22, 2021 in the Farf Worth Star-7'el�gram. On Augus� 2, 2021, the follawing bids were received: �idder � Amount iime of Completia� DN Tanks, LLC $932,060.00 120 Calendar Days Preload Inc. $1,Q83,Q93.15 In addifion fa khe cantract amount, $118,b�9.Q0 is rec{uired for projeci management, materia{ testing anc� inspection, and $55,924.00 is provided for praject contingencies. This project wil� have na impact on the Water ��partm�nt's opersting budget when compfeted. Appro�riations for th� EagEe Mauntain Water Treatment Plant Clearwell No, 3 R�habifitation project are as depicteci below: ��a Exis�ing Additional pro�ect TotaE�` Appropria�ions Appropriations Op�rating Budget $83,730,p0 $0.�0 $83,i3D.04 Water & Sewer Capital Projecfs $A�9,900.00 $1,106,5�43.00 $1,156,A�43.00 Fund 560D2 Prajec#Tota! $133,630.00 $1,�06,543.00 $1,240,1T3.00 *Numbers roundecf for presentatiar� �urpos�s. apps.cfwnei,orylecnuncillprintrr3�.asp71d=29271$print=true&�ocType=Prinl '��2 91291202i M&C - Council Agenda Diversity and Inciusion: A waiver of the goa! for Busir�ess Equify Subcontracting requirements was request�d, and approved by tf�e DVIN, in accordance with the applicable Ordinance, because the purchas� of goods or s�rvices is from sources where subcontracting or su�p[ier opportunities are negligible. T�e project is [acated in GOUNC�L D15TRICT 2. �'[SCAL [i�V�C}RF�AiIAN 1 ��R7'I�1GAiIQF�: The Director af Finance certifies that funds are eurrently avaiiable in th� Unsp�ci�ied-All Funds project within the W&5 Capita[ Prajects F'und and upnn approval of the above recommendaiions and adoption of the attached appropriatian ordlna�ce, funds will be available in the W& S Capita! I'rajects Fund for th� Eagle MTN WTP Clearwell No.3 proJ�cf. Prior to any expenditure being incurred, t�e Water Department has the respor�sibility of �erifying the avallability of funds �'UND iD�IViI�I�RS (�IDs): Y� �'und �eparimenfi cco ID �� und �epartmeni Acco [p CERiI�IC�iIDMS: Projecfi ID Projeci ID _ I � Year � ram e�ivi�y �udge� 1(ear Dar�a Burg�daff (8Q'[8} Chris Harder (5020) Dena Johnson {7866) areren�e h�ri�ield �eferenee � Char�field �' Suhrnitted far City Nianager's �ffic� by_ Drigirtatin� DeparEment bead: Addifinnal In�nr�ma�ion Con�ac#: ATiACHAfflI�NT'S 1. 60EMWTPCW3-DIVTANKS_Form 1295.p� (GFW Internal) 2. 6pEMWTPCW3-DNTANKS funds availabifity.docx (CFW In#ernalj 3. 60L�MWTPCW3-DNiANKS Ma�,�t�f (Pub[ic} �4. 60EMWTPCW3�DNTANKS SAM.�,dfi (C�W fnternal) 5. 60EMWTPCW3�DNTANKS WaiVer.��J,f (CFW Internal) 6.60EMWTPCW3�DNTANKS 560�2 A021(�2).docx (Public) 7. 60�MWTPCW3-DNTANKS F1� Tab1e Updated, s(CFW Internal) apps.cfwnal.orgiecounclllprintmc.asp7id=29271&print=frue&DocType=Print 212 e, a � � � � � w , � � � � � � � � v � r� OODS kD ivlAYpR Al*!� CbUNCTL CdMMUriIICATfON (M&C) Page 1 of 2 s�cT�oN o0 os io NIAYOR AND CQUNCIL COMMUNiCATION (M&C] �ND OF �ECTION CITY QF FpRT WQkt7'H Ea�le Mou�tt�in W'iP Clearwell Nv. 3 Rehal� CONSTRUC7'lON SPECIffCA7'ION PQCi1M1r�6NT5 City Projeci Na. ]03048 .�uly 2fl2J 0o as � s A�bENDUtv[ NO. 1 Pngc i pf 2 CI��+ OF �Ol'f WOYi�I �agie Moun�ain Wafer Treatment Plant Ciear►vell No. 3 Rel�abilft�tion Pra�eci City �K�oject IVv, 103048 AI]D�NDU�1/I NO, Y A�Ygust 9, 2421 Brfl RCC�IPT DAT� August 12, 202I Bidders are hereUy inforined of ki�e Faliaw[ng chaa�ges to the cant��act documents far the pa•oject, Bids for the ��o,�ect rnust be ��eceived by ].:30 P11� CST on T1;uR•sd�y, A.rtgust 1�, 2D21. Bidders mt�st acla�owlet[ge r�ceipt o�tilis Adden�zun below, and on Bid Form, Tl�is addendutn fa�'ms a pai-t of tlie Specificafions and Contraet Documents fo►• tl�e above referenced Project aiid mndifies tf�e ariginal Specificakions and Coniracf Do�ume��ts. Biddei•shall acf�nowledge i•eceipt ofthEs addenduin in tt�e space provided i�elot� and acknowledge receipt on t1�e outer envelape o�'yot�r bid. Fail�tre to acknowledge �'eceipt af this addendu�n could subject the biddar to disqua[ification. �. INFORMATION A. 7'he following docutnents ha�e beeiz upl�aded tn the �'ro�ect's BIM 36Q Ad�enda Fo�der as a sepa��ate document with the Addendw�� 1 Pacicage. Addenda Folder lir�l< p�•ovided belaw for convenience. 1. P�•e-Bid Meeting Suin�na�y 2. Plan Holder's List 3. Clearwetl No, 3 Photas 4. Clear��ell Na. 3 Shop Di�a�+vings S, Clear`veil No, 3 Final Geopltysical Repnrt Addenda Folder ,Iltt��s J/docs�l�3G0,ai�tad�slc.co»1/shares12431 cab5vl Add-4873�a06G-G�11206Ub��9G 1�. SP�CiFfCATIQNS A, 00 41 Oa — BID FORM 1. Pa�'agraph �- 'Tin�e o� Cornp.l�iEoti, Pa�e 2 of 4 a. Delefe "90 days°' entirely and replace �uit13 "l20 calendar days". B. 00 52 �13 — AGR�EMENT I, Article 4, CONTEtACT TIME, Paragraph 4.1 Fl[7�{ ACG�E)[a11C�� Pa�e i of G a. Delete "90 days" ei�tit�ely and replace ��vith "120 calendar dftys". G 01 35 3 3— SPECIAL PROJECT PROCEDURES l. Paragra�h 1.4.M �mployee �'�rking, P�ge 6 0�6 a. �1dd fhe foilo��ving. par�graph. "2, T�Ye Co»tractot• sl�all provic[e �arking a#f'site {a�itsic�e) the ��lant prapetty for e�l�ployees tk�at do not possess a valid clriver's license," CI7'Y OI� f Olt"I' V��OR7'H Eagle Maun[flin WTl' Clcanrekl Nn.3lscliuU CON57'RUC�1'[ON CON'I`[tAC'1' DDCUMENTS City 1'rqjecl No. 1�3048 n��s��sizort oa os i s nnn�rrnun� Ha. � ru�� z nrz a� �� Reviewed Rnd Al�a�roved 13yt 0$1p912Q�1 Dena Johnsn��, P.E, �ec�iar P�•oject Mana�;et• Wat�T De�1AT�i11e17f ACC�PTANCE: �p,Y,,...,.....��4 � � .�' �'�'�� .,.... AMY R, RO�INSON ,,,,,,,,,,,,,,,,,,,,,, �i .,..,• 90271 q .��, �� '�, o,��.�� ST F.��" �'�� 1:�;��'�.,..,.,..•_:�C� �. ,fl�� asla�,J�zr�zr The undersigned does h�raby agree fia the c►ddition�l, stipulatio�ts, a�td terms outlined ir� Addandurn No. 1�o the �lans and s�ecif�cations for the �ag1e Mauttta'sn WTp Clear�vell No, 3 Iteita�ilitaHon Project, Citv o£ �'ort Worti� P�raiect No,1A3Q48. SCHEDULED BID DATC; Au�ust f 2, 2Q2I DAT� ADD�NDUM ISSU�b; Au�ust 9, 2021 RECEiP �lCKNOWLEDGED: August 10,_2021 , � ��.� By:�:r'�"�'-'" � -/ P��'�1��".. -- Ti�le; E��cutive Vlce Pr�sident of Wo�'k Acquistkini� CompAnys DN Tanlcs, LLC C.:ITY an rDlt'C W�ttTi�l Englo l�tauiltnin WT[' C[ceru�oll ]Va,3 Rel3nl� i;QNSTRUC7[ON C:ONTRAc.i' i�OCllM6N'fs ��i1y Prnjuc! Nv, 1�3048 Au6usl 2021 00 11 13 INV[TATION TO BTD�ERS Page I of 4 SECTION 00 11 13 INVITATION TO BIDDERS RECEIPT OF SIDS Seale� bids/proposals for the Eagle Mountain Water Treaunent Plant Clearwell No. 3 Rehab, City Project Na. 1D3048 ("Project"} will be received by the City of Fort Worth Purchasing �fiice until 130 P.M. CST, Thursday, August 12, 2021 as further described below: City of Fart Worth Purchasing Division 2°'� FIoor of City Hall 200 Texas Street Fort Worth, Texas 76102 All Bids MUST be in a SEALED ENVELOPE wit� the BID NLJMBER LOCATED ON OUTSIDE OF ENVELDPE. Bids will be opened and read aloud publicly at 2:00 PM CST in the City Council Chambers. In lieu of delivering campleted Business E.quity (M/WBE) forms for ti�e project to the Purchasing Office, bidders sliall email the completed Business EquiLy forms to the City Piaject Manager no later than 2:OQ p.�n. on the second City busirness day after the bid opening date, exclusiva ofthe bid apening date. GENEliAL DESCRIPTION OF WORK The major work will consist of the (apprn�mate} inllowing: - Struciural demolition atid repa�rs to Clearwell No. 3 - Elastomeric caating - Steel pipe epo�cy painfing - �Nater tightness performa�ice t�sting - Disinfection af clearwell - Erosian and sediment control - Hydromulching, seeding and sodding PREQLTALIFICATION The improvements included in this project must be perFormed by a contractor who is pre- qualified by the City at the time of bid opening. The procedures for qualification and pre- qUalification are outlined in the Sect�ion p0 21 13 —1NSTRUCT[ONS TO BiDDERS. DOCUN�NT EXA,MINATIDN AND PRUCUREMENTS The Bidding and Contract Dacumeiits may be examined or ob#ained on-line by �isiting the City of Fnrt Worth's Purchasing Division wehsite at http:llvaww.fortwortht�xas.�av/�urcltiasi�7.�1 and clieking on the link to the advertised project falders an the City's elecfronic dacument management and collahoration system site. The Contract Documents inay be downloaded, viewed, and printed by inter�steci cnntractors and/or suppliers. Bid Document Package https:Hdocs.b360.autadesk.cnm/sha�•es/35caadbc-l6Sb-47l 9-aea3-3 55Ga9306561� CITY OF FORT WORTH Eagle Mountain WTP Clearwell No. 3 Reha6 CONSTRUCTION SPECIFICATION DaCUMENTS City Project No. I03048 ]une 2021 OD 11 13 INVITATION TO BIDDERS Page Z oi4 Addenda Folder I�ttps:/ldocs.b3 60.autadesk.com/sl7ares/2431 cabS-l4dd-4873-a�66-G� i 20G6b4096 Copies ofthe Bidding and Contract Documents may be purchas�d from CDM Srnith Inc. Contact Amy Robinson at r�binsonar cr,cdi��smith.com to inak.e arrangements to pick up plans. The cost of Bidding aiYd Contract Docurnents is $20, PREBID CONFERENCE A prebid conference may be held as discussed in Sectian �p 21 13 - INSTRUCTIONS TO BIDDER5 at the following date, a��d time via a web conferencing app�ication: DATE: Augu.st 2, �.021 TIME: 1:00 PM The prebid conference wil� be held online via a web conferencing application, invitations will be distributed directly to those wlio have submitted Expressions of Interest in the project to the City Prnject Manager andlor the Design Engineer, The presentation given at the prebid conference and any questions and answers provided at the prebid conference will be isst��;d as an Addendum to the call for bids. A site visit will follaw the pre-bid rneeting and will be scheduled at the pre- bid meeting. If a prebid conference is not heing held, prospective bidders can e-tnail questions or commeuts i�} accordanee with Section 6 af tlie Instructians to Bidders referenced above to the project manager(s) at fihe e-mail addresses listed below. Emailed questious will suffice as "questions in writing°' and the requirement to fortnally mail questions is suspend�d. If �iecessary, Addenda r�vill be issued pursuant to tlse Instructions to Bidders. C�TY'S RIGHT TO ACCEPT OR REJECT BID� City reserves the right to waive irregulariti�s and to accept or reject bids. AWARD City will arvard a contract to the Bidder presenting the lowest pric�, qualifications and competencies cansiderad. INQUIRIE$ All inquiries relati�e ta this pracurement sl�ould be addressed to the following: Attn: Dena Johnson, P.E., Cl� pf FOI't �"VOI'�}i Emai1: Dena.Jdl3nson a,fortwoethtexas. r� Phone: 817 392-7866 AND/OR Attn: Amy Robinsan, P.E., BCEE, CDM S�nith Inc. Email: Rohinsonar cr,cdmsmith.com Phone: 8] 7 9l 6-2427 -. EXPRESSI�N OF INTEREST CITY OF FORT WQRTH �agle Mountain WTP Clearwai] No. 3 Rehab CONSTRUCTION SP�CII�ICATTON DOCUMk�ITS City Project No. 10304$ ]una 202i 00 I1 13 1NVITATION TO BIDDERS Page 3 af 4 To ensure bidders are (cept up to date of any new information pertinent to this project, bidders ate requestad to email Expressions of Interest in this procurement ta the City Project Manager and the Design Engineer. Tk�e email shauld include the bidder's company name, contact person, that individuals email address and phone number. All Addenda will be distributed directly to those who have expressed an interest in the procurement and will also be posted in the City of Fort Worth's purchasii�g website at http:/ffortworthtexas.go�lpurcl�asingl PLAN HOLDERS To ensure you are kept up t4 date af any new informatioii pertinent to this praject such as when an addenda is issued, down3oad the Plan Holder Registration form to your computer, complete and email it to the City Pro�ect Manager ar the Design Engineer. The City Project Ma�iager and design Engineer are responsible to upload the Plan Holder Registration form to the P�an Holders folder in BIM36�_ E-mail your completed Plan Holder Registrat�on fo�n to those listed in INQUIRIES aba�e. ADVERTI,SEMENT DATES Ju.ly 15, 2021 duly 22, 2021 END OF SECTION CITY OF FORT WORTH Eagle Mauntain WTP Clearwell No. 3 Reha6 CONSTRUCTION SPGCIFICATIDN DOCilMENTS Ciry Projact No. 103048 ]ui�e 202i 00 11 13 1NVITATIOAI TO BIDDERS Page 4 of 4 THIS PAGE INTENTI�NALLY LEFT BLANK CITY OF FOR'T WORTH Eagle Mountain WTP Clearwell No. 3 Rehab CQNSTTZUCTIpN SPECIFICATION DOCUM�NT5 City Peoject A1o. 103048 lune 2021 00 21 13 INSTRUCTIONS TO BID�ERS Page f of 10 sECT�oN ao a�i i3 INSTRUCTIONS TO BIDDER� 1. Defined Terms 1. I. Terms used in these TNSTRUCTIONS TO BYDDERS, which are defined in Section DO 72 00 - GENERAL COIVDITIONS. 1.2. Certain additional terms used in tlie�e INSTRUCTIONS TO BTDDERS have the meanings indicated below which are applicable to both the singular and plural thereof. 1.2.1. Bic�der: Any person, frm, partnership, campany, association, or corporation acting directly t��rough a ciuly authorized representative, submitting a biti for performing tl�e work contemplated under the Contract Documents. 3.2.2. Nont�esident Bidder: Any person, iinn, partnership, company, association, or corporation acting directlp through a duiy authorized representative, subm�tting a bid for parforming the work cont�mplated under the Contract �acuments whose principal place of business is not in the State of Texas. I.23. �ucceasful Bidder: The lowest responsible and responsive Bidder to whom City (an the basis af City's evaluation as hereinafter provided) makes an award. �. Copies oiBiddingDacuments 2..1. Neither City nor Engineer shall assume any responsibiiity for errors or misinterpretations resulting frorn the Bidders �s� nf inco.mplete sets of Bidding Documents. 2.2. City ai�d Engineer in making copies of Bidding Docvments available do so only foe the purpose of obfaining Bids for the 1Nork and do not authorize or confer a license or grant for any ather use. 3. Prequalifcatian of Bidders (Prime Contractors and Subcontractors) 3.�. All Bidders and their subcontractors are required to be prequalified for the work types requiring prequalification at the time of bidding. Bids recei�ed fram contractors who are nc�t prequalified shall not be op�ned and, even i� inadvertei�tly apened, shall not he considered. Prequalifieation requirement work types anci dacumentation a.re available by accessing all reguired files through the City's website at: https://a�s.fortwortlltexas.govf ProjecYResources/ 3.2. Each Bidder, unless currently prequalified, must su6rnit ta City at least seven (7) calendar days prior ko Sid Qpening, the docucnentation identi�ed in Section a0 4S 1 l, BIDDERS PREQUALIFICATIONS. 3.2.1.Submission af and/or questians related to praqualiiication shauld be addressad to the City contac# as provided ii� Paragraph 6.1. CITY dF FORT WORTH Eagle Mountain WTP Clearwe3l No, 3 Rehab CONSTRUCTION SPECIFICATION DOCUMENTS City Project Na 103048 July 2021 oa�� i� INSTRUCT10IV5 TO Bll7I7ERS Page 2 of 10 3.3. The City resarves the right to require any pre-qualified contractor who is the apparent low bidder(s) for a project to submit such additio�al iiiformatio�l as tk�e City, in its sole discretion may require, including but not limited to manpower and equipment records, information about key persoimel to ba assigned to the projaci, and construction schedule, to assist tiYe City in evaluating and assessing th� ahility ofthe apparent low bidder(s} tn deliver a quality praduct and successfully c�mplete projects for the amount bid wiihin tIie stipulated time Frame. Based �tpon the City's assesszzieart of the submitted information, a r�commendation regardin� the award of a contract will be made to the City Council. Failure to submit the additional information, if requested, may be grounds for rejecting the apparent low bidder as non-responsive. Affected confractors vvill be notified in writing of a recommendation to the City Co�ancil. 3.4.In acidition to prequaIiftcation, additianal requiremen#s for yualificatian may be required within various sections of the Contract Documents. 3.5. Special qualificatians are not required for this project. C� Exagnination of Eidding and C�un#ract Documents, Other Related ]Data, and Si�� 4.1. Before subznitting a Bid, each Bidder shall: 4. L I. Examine and carefulIy siudy the Contract Documents and otlier related data identified in the Bidding Documents (including "technical data" referred to in Paragraph 4.2. below). No infartnation given 6y City or any representati�e ofthe City ot�ier dian that eontained in the Cantract Docuinents and afficially promulgated addenda thereto, shall be binding upon the City. 4,1.2. Visit tl�e site to becorne iamiliar with and satisfy Bidder as to the general, local and site conditions that may aff�ct cost, progr�ss, performance or furnishing of tlie Wark. 4.13. Consider federal, state and local Laws and Regulations that may affect cost, progress, performanca or furnishing of t��e Wark. 4.1.4. Study aII: (i) reparts of explorations and tests af subsurface conditions at or contiguous to tl}e Site and all drawings of physical canditions relating to existing surface or subsurface structures at the Site (except Underground Faoilities) tlsat have been identified iu the Caaatract Documents as containing reli�ble "technical data" and (ii) reports and drawiugs af Hazardous Environmental Canditions, if any, at the Site that ha�e been identifi�d in the Contract Documents as containiilg reliable °teclziiical data." 4.1.5. Be advised that the Contract Documents an file with the City shall constitute all of the information which the City wilI furnish. All additional information and data whicls the City will supply after promulgatiQn of the fonnal Contract Doeuments shall be issued iiY the form of written addenda and s11a11 become pat`t of the Contract Documents just as thaugl� such addenda were actuaIly written inta the origina] Contract Documents. No infarmation gi�en by the City other than that contained i�} the Contract Docuinents and officially promujgated addenda thareto, shall be binding upon the City. CTTY pF FQRT WORTH Eagle Mountain WTP Cleazwep Na. 3 Rehab CONSTRUCTION 5PEC1C[CATION DQCUMENTS City Project No. 1Q3D48 Ju[y 2021 00 2l 13 ]NSTRUCTIONS TU BIbDERS Page 3 of 10 4.1.6. Perfortn indapendent research, investigations, tests, borings, anci such ather means as rnay be necessary to gain a complete knowledge of the condit�ons which vvill be encountered during the constrruction of the project. On reques#, City may pror�ide each Bidder aceess to the site to conduct such examinatians, investiga#ions, explorations, tests and studies as each Bidder deems necessary for submission of a Bid. Bidder must fi.11 all holes anci clean up and restore the site to its fnrm�r conditions upon completion of such explorations, investigations, tests and studies. 4.1.7. Determine the difitculties of tl�e Work and all attend'uig circumstancas affecting the cost af doing the Work, titne required for its completion, and obtain a11 information reyuired to make a proposaI. Bidders shall rely exclusive1y and solely upon their own estimates, investigation, res�arcli, tests, explorations, and other data which are necessary %r full and complete information u�on which Yhe proposal is to be based. It is understood that the submission of a proposal is prima-facie evidence that the Bidder has made the investigation, examina�ions and tests berein reyuired. Claims for additional compensation du� ta variations beiween eonditions actually encountered in construction and as indieated in the Contract Documents will nat be allawed. 4.1.8. Promptly notify City of all conflicts, errors, ambiguities or discr�pancies in or between the Contract Documents and such other related documents, The Contractor shall not take advantage of any gro�s error or amission in the Contract Documents, and tha City shall be permitted to make such corrections or interpretations as may be deemed nacessary for fulfilhnent of the intent o�'the Contract Documents. 4.2. Reference is made to Seation 00 73 00 — Supplemenfary Canditions fvr identification of: 4.2.1. those reports of explarations and tests df subsurface conditions aY or contiguous to the site which have been utilized by City in preparation of the Contract Doculnents. The logs of Sozl Borings, if any, on the plans are for general information only, Neither the City nor the Engineer guarantee that the data shown is representafiive of conditions which actually exist. 4.2.2. tliose drawings of physica! conditions in or relating to existing surface and subsurface structures (except Underground Faeilities) which are at or contiguous to the site that have been utilized by City in preparation of the Contract Documents. 4.2.3. copies of such reports and drawings will be made available by City to any Bidder on reauest. Those reports and drawings may not be part of tha Contract Documents, but the "technical data" contained therein upan which Bidder is entitled to rely as provided in Paragraph 4.02. of the General Condi�ions has beeii identified and estahlished in Paragrapl� SC 4.Q2 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion drawn from any "technical data" or any ather data, interpretations, opiruons o.r information. CITY OF FORT WORTH Eagle Niauntain WTP Clearwell No. 3 Rehab CONSTRUCTtOt�l SPECIFICATIDN DpCUMENTS Ciiy Froject Na. 103Q48 7uly 2021 00 21 13 INSTRUC'TIONS TO E3TDb�R5 Page 4 of 10 4.3. The submission of a Bid will eonstitute an incontrovertible representatian by Bidder (i) that Bidder has complied with every reqUirement of this Paragraph 4, (ii) that without exception the Bid is premised upon performing and furnishing the Wark requiret� by the Contrac� Documents and applying the specific means, methods, tachniques,. sequences or procedures of construction (if any) that may be shown or indicated or expressly required by the Cont�•act Documents, (iii) that Bidder has given City written notice af all conflicts, errors, ambiguities and discrepancies in the Contract Documents and the written tesolutions thereof by City are acceptable to Bidder, and when said conflic#s, etc., have not be�n resol�ed through the interpretations by City as described in Parag.x•aph 6., and (iv) that the Contract Documents are generally suf�ei�nt #o indicate and con�vey understanding of all terms and conditions for performing and furnishing the Work. �4.�. The provisions of this Paragraph 4, inclusive, da not apply ta Asbestos, Polychlorinated biphenyls (PCBs), Petroleum, Ha.zardous Waste or Radiaactive Material covered by Paragraph 4.Q6. of the G�neral Conditians, unless specifically identified in the Contract Documents. �. Availability of Lands for Work, Etc. 5.1. The lands upon whieli �Ise Work is to be performed, rights-of-wa� and easements far access thereto and other lands designated for use by Contractor in performing the Vi�ork are identified in the Contract Documents. Alj additional lands and access thereto required for temporary eonstruction facilities, construction equipment or storage of materials and equipment to be incorporat�d in the ��rk are to be obtained and gaid for by Contractor. Easements for permanent structures or permanent changes in existing facilities ar� to be obtained and paid for by City unless ati�erwise provided in the Contract Dacuments. 5.2.Outstauding right-of way, easements, a�ad/or permits to be acquir�d by the City are listed in Paragrapll SC 4.01 of the Supplementary Conditions. In the event the necessary right- of-way, easements, az�d/or permits are not obtained, the City reserves the right to cancel the award of contract at any time before tl�e Bidder begins any constructian work an the pra j ect. 5.3. Tl�e Bidder shall be prepared to commence construction without all axecufi�ed right-of- way, easements, and/or per�nits, and shall subinit a scl�edule to the City of how co��structian will proc�ed in the oti�er areas of the project fhat do not require permits andlor easements. 6. Interpretatians and Addenda CITY OF FORT WORTH �ag1e Mountain WTP Clearwell No. 3 Reha6 CONSTRUCTION SP�CIF1CATlOi�! DOCUMENTS City Prajeet No, I03048 .iuly 2U21 ao zr ia INSTRUCTIONS Tp BIDDE�iS Page S of 10 6.1. A1l questions ahout the meaning or intent of the Bidding Dncuments are to be directed to City in writing on or before 2 p.rn., the Monday prior to the Bid opening. Questions received after this day may not be responded to. Interpretations or clarifications cansidered necassary by City in response ta such questions vvill be issued by Adderida daliv�red to all parties recordad by City as liaving received the Bidding Documents. Dnly questions answered by fannal written Addenda will be binding. OraI and other iirterpretations or claeifications will be without 1ega1 effect. Address questions to: City of Fort Warth 200 Texas Street Fort Worth, TX 761 Q2 Attn: Dena ]ohnson, P.E.. Water Department Fax: (8l7) 8'71-8195 Email: Dena.Johnsan�7a forkworthtexas.gav Phone: 817 392-7866 6.2. Addenda may also h.e issued tv modify th� Bidding Documents as deecnad advisable by Clly. 6.3. Addenda or clarifications may be pasted via the City's electronic document management anci collaboration system at https:lldocs.6360.autodesk.coin/shares12431cab5-14dck- 4873-a066-b4j206bh4096 6.4. A prebid conference may be held at the time and place indicaied iii the Advert�isement ar INVITATION TO BIDDERS. Representa#ives of City wil.1 be present to dis�uss the Praject. Bidders are encauraged to attend and participate in the ean%rence. CiTy wi�i transmit to aIl prospective Bidders af recard such Addencia as City considers necessary in response to questions arisiilg at the conference. Oral statements may not be eelied upon and will not be binding or legally effective. '�. Sid Security 7.1. Each Bid must bc aecompanied by Bid Bond made payable to City in aii ainount of five (5) percent af Bidder's maximum Bid price on iorm attached, issued by a surety meet�ng the requirements ofParagraphs 5.01 ofthe General Conditions.l 7.2. T4�e Bid Bond of all Sidders will be retained until the conditions ofthe Nntice of Award lia�e been satisfied. If the SuccessfuI Bidder fails to ex�cuia and deliver the camplete Agreement within 10 days after the Notice ofAward, Ci .ty may consider Bidder to be in default, rescind the Notice of Award, and the Bid Bond of #hat Bidder will be %rfeited. Such forfeiture shall b� City's exclusi�e remedy i� Bidder defau3ts, The Bid Bond of aIl other Bidders whom City believes to have a reasonable chance of receiving the award will be retained by City untij final contract execution. CITY QF PORT WORTH Eagle Mnuntain WTP Clearwell Nn. 3 Reha6 CpNSTRUCTIDN SP�CIFICAI'ION DOCUMENTS City Project No. 103Q4$ July 2021 00 21 13 INSTRIICTIONS TO SIDDERS �. Contract Times Page 6 of 1 D The number o� days within which, or the dates by which, Milestones are to be achieved in accardance with the General Requirements ar�d tlie Work is to be completed and ready for Final Ac�eptance is set forth in the Agreement or incorporated therein by referenca to the attac�ed Bid Form. 9. Liquidafed Dama�es Provisions for liqujdated damages are set forth in t17e Agreement. 1D. Substitute and "Or-Equal" Items The Contract, if awarded, will be on th� basis of matetials and equipment described in the Bidding Documents witl�out consideration of possible substitute or "or-equaI" items, Whenever it is indicated or sp�cified in the Bidding Dacuments that a"su.bstitute" or "or- �qual" item of mat�rial or equipment may be furnished or used by Cantractor if accepta.ble to City, application far such aecepfiance will not be considered l�y City tultil after� tl�e Effeeti�e I�ate of the Agreement. Tlie procedure far submissian of any sueh application by Contractor and consideration by City is set forth in Paragraphs 6.OSA,, 6ASB. and 6.05�, of the General Canditions aiid is supplemented in Section 01 25 00 of the General Requirements. ll. Subcontractars, Suppliers and Qthers 11.1. In accordanee witl� the City's Business Equity Ordinance No. 24534-11-2020 the City has goals for the participatian of minority business and/or women business enterprises in City contracts. A copy of the Ordinance can be obtainad frnm the Office of the City Secretary. The Bidder shall submit the Business Equity Utilization Form, Business Equity Priine Contractof• Waiver Farm and/or Good Faith Effort Form with documentation andlor Business Equity Joint Venture Form, as appropriat�. The Forms including docuinentation tnust be r�ceiv�d by the City no later than 2:OQ P.M, CST, on the second busii�ess day after the bid opening date. The Bidder shall obtain a receipt from the City as evidence the docvmentation was received. Failure to comply shaII render the bid as non-responsive. Business Equity Ordinanc�No. 24534-11-2020 htt s:lla s.fai�two��thtexas. aW/Pro'ectReso�u•ces/ResourcesP/60%2�- %20[V9 W B�lN�W%208usiness%20�quity%200rci iila�tce/Orei inance%2a24534- I 1- 2020.pdf 11.2. No Contractor shalt be required to einploy any� Subcontractor, Supp�ier, other person ar organization against wl�om Contractor has reasonable objectioi�. 12. Bid Form 12.1. The Bid Form is included with the Bidding Documents; additional copies may be obtained Fram the City. CITY OF FORT WORTH Hagle Monntain W'!`P Clearwell No, 3 Rehab C0�ISTRUCT]ON SP�CIFICATI03�1 DOCUMENTS City Project No. 103048 July 202 i 00 21 13 INSTRUCTIOA3S TO �IDDERS Page i of 10 12.2. All blanks on the Bsd Form must be completed by printing in ink and tlie Bid Form sigued in ink. Erasures or alteration� shall be initialed in ink hy the person signing the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit price item listed therein. In the case ofoptional alternatives, the wards "Na B�d," "Nfl Change," or "Not Applicable" may be entered. Bidder shall state the prices, written in ink in hoth worcis and uumerals, %r which the Bidder proposes to do the work contennplated ar furnish materials required. Al1 prices shall be written legibly. In case of discrepancy between price in weitten words aiid the price in wr'ttten n�rnerals, the price in written words shall govern. 12.3. Bids by corporations shall be executed in the corporate name by the president or a vice-president or other corporate officer accompanied by evidence af authority to sign. The corparate seal shall be affixed. The carporate address and state of incorporation shall be shawn belaw the signature. I2.4. Bids by partnerships shall be executed in the partnership name and signed by a partner, whose title must appear under the signature accomp�iied by �vidence of authority to sign. The off'icial acidress of the partnership shalI be shawn below the signature. 12.5. Bids by limited liability companies shall be executed in the name of t�ie firm by a member and accompanied by evidence of autharit� to sign. The state of formation of the firm and the off cial address of the firm sha116e shown. 12.b. 12.7. 12.8. 12.9. Bids by inciividuals shall show the Bidder's name and official address. Bids by joint ventures shall be executed by each joint venture in the manner indicated on the Bid Form. The official address of the joint venture shal! be shown. All names shall be type� or printed in ink below the signature. The Bid shall contain an ackno�vjedgem�nt of receipt af all Addenda, the numbers of which sha116e filled 'ui on the Bid Form. 12.10. PostaI and e-mail addresses and telephone number for comrnunications regarding the Bid shall be shown. i 2.11. Evidence of authority to cond�ct business as a Nonresident Bidder in the state of Texas shall be provided in accordance with Sectian 00 43 37 — Vendar Compliance to State Law Non Resident Bidder. 13. Submission af Bids Bids shalf be su6mitted an the prescrihed Bid Form, pro�ided with the Bidding Documents, at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed envelope, marked witl� the City ProjEct Number, Project title, the natne and address of Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent through the maiI or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation 'BID ENCLOSED" on the face of it. C1TY OP FORT WORTI-1 Eag1e Mnuntain WTP Clearwell No. 3 Rehab CONSTRUCTION SPECIFICATION DOCUMENTS City Projeet No. [ 03.0�8 July 2021 00 21 13 INSTRUCTIQNS TD BID�ERS I4. Modification and Withdrawal of Sids Page 8 of IO 14.1. Bids addressed to the Furchasing Manager and �led with the Purchasing Office carinot ba withdrawn prior tn the tiine set for bid opening. A request for withdrawal must be made in writing hy an apprapriate document duly executed in the manner that a Bid must ba exeeuted and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. After all Bids r►ot requ�sted for withdrawal are opened and publicly read aloud, the Bids for wIiicli a withdrawal request has been praperly �1ed nnay, at the option of the City, be returned unopened. 14.2. Bidders may madify their Bid hy electronic communication at any tirne prior ta tiie time set for the closing of Bid receipt. 15. Openin.g nf Bids Bids wi1S be opened and read aloud pu6licly at the place where Bids are ta be submittad. An abstract of the amounts of the base Bids and major alternates {if any) �vill be made available to Bidders after fhe opening of Bids. 16. Bids to Remain Subject to Acce�r#ance AII Bids will remain subject to acceptai�ce for the time period specifed for Notice of Award and exeeution and delivery of a complete Agreement by Successful Bidder. City jnay, at City's sole discretio.n, release any Bid and nullify the Bid s�curity prior to that data. 17. Evaluation of Bids and Award of Contract 17.1. Ciiy reserves the right to reject any or aIl Bids, including without limitation the rights tn reject any or all nonco�3forming, nonresponsive, unbalanced or conditional Bids and to rejeet th� Bid oiany Bidder if City believes that it wauld not be in the best interest of the Project to mal�e ar� award to that Bidder, whetller because the Bid is not respansive or the Bidder is unqualified or of doubtfut �nancial ability or fails to meet any other pertinent standard or criteria established by City. City alao reserves the right to waive informalities not inv�lving priee, cantract time ar ehanges in the Wark with tl�e Successful Bidder. Discrepancies hetween the multiplicatian of units of Worl� and unit prices will be resolved in fa�or ofth� unit prices. Discrepancies between the indicated sum of any column of figures and tl�e correct suzn thereoFwill be resolved in favor of tlse correct sum. Diserepancie� between words and figures will be resoi�ved in favor of the words. 17. ].1. Any or all bids will be rejected if City has reasan to believe that collusion exists among the Bidders, Bidder is an interested gar[y to any litigation against City, City or Bidder may have a claiaxs against the other nr be engaged in litigation, Bidder is in arrears on any existing cantract or has defaulted on a previous contract, Bidder has performed a prior contract in an unsatisfactory man��er, ar Bidder has uncompleted work which in the judgment of the City will pre�rent ar 13inder tha prompt completian of additional work if awarded. CITY OF PORT WORTH �aglc Mountain WTP Clearwel] I�a. 3 Rehab CONSTRUCT[ON SPECIFICATION DOCUME[�ITS City Proj�ct I�Fo. 103048 .iuly 2�21 00 21 13 1NSTRUCTIDNS TO BIDDERS Page 9 of 10 17.2, City may considar the qualifications and experience of Subcontractors, Suppli�rs, and other persons and organizations proposed for fhose portions of the 'Work as to which tha identity of Subcontractars, Suppli�rs, and other persons and organizations must be submitted as provided in the Contract Documents ar upon the request ofthe City. City also may consider the aperating costs, maintenance requirements, perfcsrmance data and guarantaes of major items of materials and equipment praposed for incorporation in the Work when such da#a is required to he subinitted prior to the Notice ai Award, S 73. City may conduct sueh investigations as City deems necessary to assist in the evaluation of any Bid and to establish the responsi6ility, qualifications, and financial ability ofBidciers, proposed Subcontractars, Suppliers and other �ersons and orgattizations to perform and furnish the Work in accordance with the Contract Dacuments to City's satisfaction �+ithin the presoribed time. 17.4. Contractor shall perform with his own organization, work of a value not less than 35% ofthe value embraced an the Contract, unless otherwise approved by the City. 17.5. If the Cantract is ta he awarded, it will be award.ed to lowest responsible and responsive Bidd�r whose evaluation by City indicates tha# the award will be in the b.est interests ofthe City. 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City wil! not award contract to a Nonresideat Bidder unless the Nonresident Bicider's bid is lower t}tan the lawest bid submitted by a respansible Texas Bidder by the same amount that a Texas resident bidder would ba required tio underbid allonresident Bidder to ohtain a comparable co�rtract iu the state in which the nonresident's principal place af business is lncated. 17.7. A contract is not avvarded until formal City Council authorization. Ifthe Cflntract is ta be awardad, City will award the Contract within 90 days after the day of the Bid opening unless extended in writing. No other act of City or others will constitute acceptance of a Bid. Upon ihe contractor award a Notice of Award will be issued by the City. 17.7.1.The contractor is required to fili out and sign the Certi�cate of Inierested Parties Form 1295 snd the fvrm must be submi#ted to the Project Manager before the contract wiil6e presented to fhe City Council. The form can be obtained at htt s://www,ethics.state.tx.us/datalfo�•ms/1295/1295. df 17.8. Failure ar refusal to comply with the requirements rnay result in rejection ofBid. 18. Signing of Agreement IS.1. W4�en City issues a Notice of Award ta the Suceessful Bidder, it will ba accompanied by the required number of unsigned counterparts vithe Agreement. Within 14 days thereafter Contractor shali sign and deliver the required number of caunterparts o�the Agreement to City witii the required Bonds, Cer�ifcates of Insurance, and all other req�ired docu�neiitation. 18.2. Failure to execute a duly awarded c4ntact may subject the Contractor to penalties. CITY OP FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehab C4NSTRUCTION SPECiFICATION DOCUMENTS City ProjectNo. 103048 Jul.y 2U21 OD 21 13 IN5�'RUCTI�NB TO I31I}DERS Page 10 af l0 18.3. City shall thereafter deliver one fully signed counterpart to Contractor. END OF SECTION CITY OF FORT W�RTE-I Eag[e Mnuniain WTP Clearwell No. 3 Rehab CONSTRUCTTON SPECIFICATION 1JOCUMENTS City Project No, 103048 7uly 2021 on�s i� GOhlI�LICT Of� INl'EIt�S7' AI�E�I�AViT Page 1 nf I SGCTION 00 35 13 CQNF�.ICT O�' [NT�R�ST A��IDAVIT ��toh bidde�', offeror Ur res�3ondeni (herc�naRer rc;ferced tn as "Ynu"} to a City at Fo��t WarHt proc�u'eti�ent ��1ny l�e reqtti�'$d �'Q CO�11j7IE�B 7 COI1flICt Of� IlliEl'eSi QU�St[UIlt11l1�e (t�t� attaclied CIQ �or��) flndloi' a La.c�l Gave�'a��iaent Office�• Coil�licts Disclosus•e 5iat�uxe��t (tlfe attached CTS Form) pucsuant to atate law. Yau ��•e urged to const�lt witll cauitsel �'c};arding thc a��}�licability of thesc foi'�115 f0 y011l• compttny. The �•eferettccc� focins may be dowiifo�ded fi'ottY t��e [iulcs provided l�e�ow, li l[��:!!�v«1�v_,r,t Ei ir_,s�:,t�� Ec.lx.,u�! ti� ri7� s/C` f C.�_I �rl f� Eti tp:l/w�r�v�1�. ci 1�i� 5. state, E;t, u5/i n��izislCl S. � � � CIQ [�arn� does ttot xpply CIQ Fori��. is on file with Gity �ecreta�•y 0 CtQ C`orin is heiii6 pi'ovicled tn kf�e City Seci•etary �� CIQ Form does �iot apply CiS �or��t is on File vvith Cily SecreturY CI� Fortn is beit�g ��'ovided to tlie City �ecretnry 131 �DER: DN 'Tanlcs, LLC Catit�p��y 41� E1stTrif�ity Boul.evard ada��sfi _� Grai7cl Prai�•ie,'I'exas, 75054 City/St�telZi�� I3y: Thonias P. ChrisLie (P}e�se Prinl) . _ � � � � � � -_.� Signalu�'e; ��„_ " ��' �_: �. � # .,�',, �� ..� . - �.,� Tit�e: �xe�utive Vice P��esident of Wnrlc Acc�uisitioEi (Plcase Prii�t) LNU OI� SGCTIUN C:I'I'Y Df� IY)13'I' 1V0127'hf CONSI'RL1L'TIDN 5PT'C:fF'IC'A"I'IO]V I3[)t'UM�iV'I'S Jniy 21iZ1 I_'Eag1c Mouniain W'CP [.'Icmwvclf �ft+. 3 Rcl�nlr Cily YroJect Nu. f(130Af! 0041 00 s�o FORM Page 1 of 3 S�CTION 00 A1 00 B{D FQRM TO; The Purchasing Manager cla: The Purchasing Divislon 240 Texas Street Gity af Fori Worth, Texas 76102 FOR: Eag1e Mounlain WTf� Clearwell No. 3 Rehabililation City Projecl Na,; City Prnjecl iVo. 103048 llnilslSections: L1nillSer,tinit Nai��E I-Ie��e or 5pa�ce Ui11lIS�t:lion Narne I•[ere or 5pacp llniil�ectiof� hl��r�e Hri�e c�r 5i��ce UnitlSactiap i�lair�e I�ere nr Space 4, �nfer h�ko Agreerrtent The undersigned 6�dder proposes and agrees, iF ihis Bid is aacepted, to enier inta an Agreement wiih Gity in fhe form Included 9n the 8idding Qacumants to perfnrm �nd furnish a11 Work as specified or Indicaied in Ihe Coniracl Documents for [he Bid Price and within lhe Cantract Time. indicaled in this Bid and in acaardance with fhe olher terms and condilians af ihe Conl�act donumei�ts. 2, BIDDER Acknowiedgements and Certificatlon 2.1, 1n submitting th�s �9d, Bidder accepts aH of the terrns and condiEion� of tha IIVVITA�"�aN TO BIDD�RS and INSTRUCTIOIVS 1"4 BIDD�RS, inoluding withoul limiiatlon those dealing wiih lhe disposition of Bid Sond, 2.z. Bidder is aware of all costs ta provide the required insurance, v�ill do so pending eontract award, and wlll pro�ide a �alid ir�su�ance certificale meeting alf requirements vvlihin 1� days o( itioEif'rcafion o! award, 2.3. Bldder certifies that this Bid is genuine and not made in the interest oF or on behalf af any undisclosed indlvidual or entity and ls nat submifted In canformiEy with any coUusive agreemenl or rules af any graup, association, organixaiian, or oorporation, 2.4, Bidder has nat direcfEy or indirectly induced nr so{Icited any ather Bidder ia subrnil a false or sham Bid. 2.5, 8idder has nol soiiciled or induced any individual or enfity io retrain frarn hidding. 2.6, 6iddar has not engaged in corrupl, Fraudulenl, collusive, or coercive practices Vn competing far the Coi�tr2ct. For the purposes of thls Paragraph: a. "corru�t praeRlce" means the ofisring, giving, r�ceivir�g, or sol'sciting of any lhing o( value likely to influence ihe action of a publin afficial in tY�e bidding process, i�. "Fraudulent practice" means an inlentiar�al misrepresenlation of Facts made (a) la influence the bidding pracess to the detrimeni of Gily (6) io estabfish Bid pric�s ai arti(icial non-campelitive fevels, or (c) lo deprlve City af th� bene#its of free and npen comp�tilion. c. "collusive practioe" means a scheme or arr�ngemen! between fwo or mare Bidders, wlth ar wifhaul khe itnawledge of Cily, a purpose o( wiiich Es lo eslahlish Bid prices at ertificial, non- cniripetitiv� levels. d, "coercive practice" rneans Itiarming or threat�ning to harin, direatly or lndirectly, persans or tl�eir property io Influence Iheir participalian in ths bidding process or affect lhe exenuiion af llie C.ontract, GITY O� FORT WORTW CON3FRUG710N S{'ECIFICATION �pCUMCNFS Eeg1e Mnuntain WTP Cleenvall Na.3 ftulteU 3uly 2f121 Cily Pto�e�i nu. iaaq4a Dn 41 00 61Q FORM Pagc 2 ai 3 3, Prequaliflcation The 8idder ac4cnowledges that the fallowing work types rnust be pertormed onfy by prequatif�ed canlractors and subconlraciors: a. beslgn and Consiruction of AWWA Di10, l"y}�e III Praslressed V1�aier Siorage Tan{�s 4. Time af Compjetion Q4. 7, The Worlc will be campl�te Far Final Aceepfance wlihlt� �20 ca�endar �#ays atter the l#ate whert fhe the Coniraoi Tlme commences to run as prnvided in Paragraph 2.D3 o[ �he Genera! Conditlons, 4.2. Bidder accepls fhe pravisfo�is of the Agreement as ko liquidated damages fn the eveni of failure to eompl�te Ihe W❑rk {andlor achievement of Mllestones} wiihin ihe times specitfed iit the Agreement. S. Attached ta this Bid 7he following documenls are attaehed to and made a parl o[ lhis Bid: a. This eld Form, Sectian aQ 41 OE? b. Ftequlred 8id Bc�ncE, ��ction 0� 4313 issued by a surety meeting ihe requlrem��is of P�ragraph 5.0� of the G�neral Conditivns. c. Propasal Form, Ssction 00 Q2 43 d, Vendar Campliance fo 5iate Law Non Resident 8idder, 5�clion 00 43 37 e, MWBE Forms (oplional at fime of bid) L Prequalificatioi� Stat�menl, Section 6� 45 97 g, Ganfficl af I��lerest A�#Ftc�3�-v+t-Stalamsnl, Sectian 00 3513 'If nec�ssary, CIQ or C15 forms are to be provided directly to City Secretary h, Any additional doouments tiiat may �e required by Saclion 'f 2 of ihe Insiruclions io Bidders 6, Tota) BId Amount 6.1, Bidder wiil cot�plete the Wark in acoordance wiih the Contract C�ncurrie�7ts for the following bid amouni. In the spaca prnvided below, please enter fhe lotal �iid amaunt {ar Ihis prajeol, anly this flgure w111 he read publEcly by ihe Gity a# ihe hid vnening. 6.2. It is understoad and agreed by the gidder in si�ning ihis proposal that ihe toial bid a�naunE entered bslaw is sub;ect lo verification andlar modificalion by m�lElplying the unif bid prices far eaeh pay ilem by the respeslive esiimated quantHies shown in this proposal and then tataEing alf nf lite exlended amounfs, iotal Bid CITY OF FOR1' W�RTH CONSTRUCTIDN SPECIEICATI6N DQCl1MENT5 J�tiy zozi $0.�6 [eqle Mountain IN�P Cleanvell No, 3 RoheB CIIy Pruj[+cl nn. 103Ud9 on at o0 BID FORM Page 3 of 3 7. Cild .ul�mlttal Thls 6kd is submitfetl an ��k«�#'-�� =�. '{j=' t by the entlty named befoW. f�espoatfufly suhmlited, � ��— ---4-., �_.., % � By; �V � f�'-�`�r�.=�`" � " (Slgnalure) i, ftr,ir3�:�.1�'._:��,;h3i_i�lj� (Printsd Neme} Tftle:' �-�.c��:��li�lc�: �s;r:�; }'r-�si�.c:��t Eif 1�/or�: n�x�,Elri€'s«si Company: �� 'i dk'Its, t.#_r,� Address, ��-`it7.�.��i;��'ir�94�_��I�t;l ��rKs_€�� F's�iiia:s;-1?4 ��[l�?(f 5tate of lncorporatfon: _�-}��'�'��"�� EI�1ail: ��si.��l�zr-�r;n�s;rifrsrticv.C44fYT PhO�I@; (�D71� �`I:} :�:3�� Corporate Seal: ,oy��1100061�d �,.e4��p,NKS, C�pe,� /� . `4 V' � • '�� d0 �� p � � s o • O � + ��J6.1 � o o � � R �q i e 1 +` • : 202Q a s •� ~ q �� ♦ B •• a�� ( i� d�°° O�LAW AR�� "�� al�v°{�i�l��, �t�o o� s�er�oN GITY O� F012T WORiM GaNs7RUCTfoN sP�GIFfc1�TfDN DaCUMENTs July 202i Eaplp Mnunlalu WTP Clsenveff Nu. S Rahai� Clly P'roJecl no. 103�4� nn.�x �43 BID P]LOl�OyAL Page 1 of f SECTION 00 42 q3 PRnPOSAIFORM �N�i �RIC� �l� �idder's Appfica�ion Projec! 1€em G�fomiation Biddeis I'roposal Hidlisl Ilem No. Descriplio�i Specificntio�i llnil nf Bid Quaiuity Lf�i3t Price 9id Value $e0lian tfa. MeaSurc � Structural �emolftion and Repalrs tn ClearweA No, 3 �3 O�l 00.61 L.S 1 $385,300.�0 $3$6,30�.DU 2 Eiastomerlc Coaling 03 d1 d0,61 SF 24,163 $20.U0 $483,260.po 3 Sieef Pipe Epaxy Cnaling �3 01 UU.61 L5 1 $25,Op0.00 $25,OOU.00 4 Water Tightness Performance Testing �1 8819 L5 1 5,aon.ao $S,OOa.00 - .- 5 Dlsinfeetinn oiClearwell 33 U1 10.59 LS 1 7,500.D4 $7,500,00 6 Erosion and Sediment Contro[ 31 26 00 LS 1 �k2,oD0.�D $12,aoo_on 7 Hydromulching, Seeding and Sodding 32 9Z 13 L5 1 93,ODO.OD �13,OOO.DU Tulnl Bgse Bid $932,06U.OD CND OF StiCTFQN cin� ar• �nnr won-rt+ CQNSTRl1C71ON 5PEC1F[CATEON btlCISAiCNiS Cagke �•Fonntuin �1rI'T Cleancell Na 3 ttein6 Ju15' 21121 Cil�• P�ojecl N0. 1030d8 OD 4� 15 E31D BQNp Pape 1 0{ 2 s�cr�oN oa a3 � s BlR BOND KNaW ALL BY TH�S� PR�SENTS: Thatwe, DN ianks, l_LC ,knownas "Bidder" herein and � GOl1�1 nen�d� Casual ty Coi��pany' � a corporate surely duly authorized lo do business In Iha State �f Texas, known as "Surety" herein, are held and fiirmiy baund ur�to the Cily of For! Wvrlh, a municipal corporation created pursuanf to the kaws of "fexas, Icnown as "City" herein, In the penal sum o( five percenl (5%j of �idder's maximum bid prlce, in Iswful money of ihe United States, to be paid !n Fort Worth, iarrant Couniy, iexas far the payment ot which sum we11 and truky ta be made, we bind ourseives, our hoirs, executars, admin{stratnts, successors and assigns, jointly and sevr�rally, lirmly by these presenks. WH�REAS, Ihe Principal has submilted a bid or proposal lo perform Work for the ioNowing projeci desiynated as �agle Mounlain UUTP Gfearwell No, 3 Rehabilikation ClEy Projeci tVo, 103048 NOW, THER�FORE, ihe candition of this obligati��i is such tha[ if the City shaN award the Contrac! for ihe foregoing projeci Eo lhe f'tincipal, �nd tha Principal shall satisfy all requir$ments and condititins required for the exeeution o( the Contract and shall Bnfer inlo ihe Contrac[ �n wriEir�g wikh the Cily in accordance with the Eerms of such same, lhen this obllgation shail be and become null and void. lf, however, Ihe Principa! faits to execute such Cantract in accordance wii1� ihe terms af same or faifs ta satisfy all requiraments and cond�tlons requ'sred fnr the execulinn of the Conlracl, ti�is bond shall become t�te property of the Clty, without recourse of lhe Princt�al andlor Surely, not lo exeeed Ihe penalty hereof, and sHall be used Iv oampensate Cily for the difference between Prineipal's lotaf bid arnaunt and ihe nexi seleoted biddar's total bici a►nounl, PRaVI�ED FURTHER, thal if any legal actfon be fiVed on this Bond, venue shall lie in Tarrant County, Texas ar tha United Siates Districl Court for !he 1Vo�ihern District af Texas, Forl Worth Division. IN W17N�55 WNER�DF, ihe Prina�pal and [ha Su�ely have SIG]VED and SEAL�b this Jnstrument by duly auEhorited agenls and ofGcers on this lha 12�i1 day af ��tcfi � 2fl�e,�N�kkF�� v�s ��(�NICs 'oe : PR�fdC1PAL: w*o Q, �,..••••,�� a bN Tanks, LLC ; � � ' ' : ; � o . . �� . ; BY; f� �' ' m A7T�.ST. �� J ��--a'� �� - _ ��_ � _ Witness.a$ a Principal ;)��y.� �i�s�� siEy1't�.n.-1 �k.�Y�asrt.{ ) ame a :' o.., �.e' ; ��<� G1TY OF FOR7 WORTK CONSTi2VCTEOtJ S1'�ECIFICATfCIIV pOGUMENTS Ju]y 2d21 +.��iu� Eaqle Maunlein WTP Cleatwoll No. 3 Rcl3als Cily F'�oiucl No. 103qAi1 0o As ta eio Bo�o Papa 2 al 2 �� tness as to S y AHach Power of Attarney {Surety} far Attorney-In-Fact Adaress; �1D East Trinit�� B1vd �ra d Pra3 ie T?( 505Q SURETY: Canti nental Casual t� Cam an � aY: �� 4 � t � -Sig+iatur� �� C}7Y"15�1f11 D. �I'[CkQ.Y� A�tarney�li�-�Fc�Gt �' Name anci TiHe Address: CNA Sure�y a�5�on,��A fl?iag _.._. i'elephone Numher: 1.7�9�A—A354 ;Note: If signeti by an officer af the Suraly Company, thera must be Qn file a certifieci extract from the by laws showii�g Ihaf ihis person has authority fo sign such abligation, lf Surely's physical address is different frorn its mailing adc3ress, bath musi be �rovided. Tha date of the bond shall nol 6e prior to lhe daie Ihe Confracl is awarded, CND O1� 5EC'170N CIiY QF FOR7 W6R7FI CQNSTRUC110N SP[Clf[GATION dOCUMEN7S Ee�le Mo�uslfl[n 1NlP Claarvrell No, 3 Reha4 �i��y p�21 Ciry Project No. 1paoM1a POW�R O�' A'I'TORI�CY A.PPOINTi[�G IiVD�'VIDUAL ATTORCV�iI-�N-I'ACT 1Cnory All Me�z Iiy These Presents,'1'hut Ca7tfnental Casually C.ompany, an 11liE�o9s ins�n�ancc compauy, N��io��ai rir� �„5��•��ti�� campa„y ae I-�at'lford, Ai� Illiisois i3isuk'ance company, and Amerioan C�sualty Contpstitiy oPiteading, Pennsylvani�, a Pennsyl�anla iitsura�tice cam.nnny (I�erciit called "the C1�lA Ca�n�anies"), are diEly org�n#zed a��d exisfing i��suraitce ¢oinnanias having Ifiai�' principaf of�ces in t}�e Ciry of Chicago, nud Slate of ]ilinois, aud ll��t lhey da hy virlue af ti�e sign�tures �nd seals ]tierein af�ixed hereby make, eo��stitufe sttid Ap�oit�t C+'��xnEc J Smitli, Dnnna M Robre, Clu•isti�aa D Hicl�ey, �Ile�� J YauE��, M�rlt �, ICingston, Rutl� Ana► Silvcrman, Gi�ictte 12 Ta�ttfndoy ,lat�n r T�negel, Tara L Clifford, Indivic�ually afNalick, MA, Iheir U�ue atid lawful Altorney{s).iu-ract �uitl� fuil power ��tid aulhority I�erel�y cm�ferred ko sig«, SEHI flll� CYCCtIIC f01' flll{I 017 iI1ClP belialf UOri(�9� lllldC]'l3ISll1�5 AEl(I O[I1CI' OUE!$alOfy 1115if11111�t1IS 0� 511t11I£!t' I]Fkflkf� - In Unlimitecl Amo�rnfs - and 10 hind lhem there6y as fu11y and tn Ihe s�me extent fts if such instruments were signed Uy a duiy author'tzed officet• af tlteir insu�'ance co«lp�nies �nd tefl ihe ects of said l�tttor��cy, pursuant tn tlie autlioel�}� I1CI'C�j� �IVCJl k5 I1Ck'CVY CflLIfIeC� Rll(I CQl�fll'It1Cd. 'I'his Power ofAtlornay is made and executed pursuanl ta �nd hy authorily oFQ�e Sy-Latv �nd Resolutions, printed an tUe reverse itereof, xiuly 1dapled, as indicatcd, by 111e Baa�'ds o!' Rirectors nf the insur�nce campanies. I�� Witness Whereoi; the �NA Com��tnies have caused tttese presenis to be si�neri by lheir Vica I'residenf flnd Iheir corporltc seals to be heeeto aftixed on tliis 22nd cltty oPJtme, 2a21, �,Gnsuq��Y � �y�sURqy�; �fl�,vAxroF,�, Continentai Casualty Company _ � o ��e. F y Nationai �'ire l��su��ance Cornpany of Hartfard �r aonP.Aare � � � �� tN49RPOBqrf� A�ne��ican Ca Ity Ca�npany of Re ing, Pennsylvania z � $ �ia ,+� � � 1°iaoi �' .� � S�A� 'r �y � �� ' ,�°s ��` 18a7 HAq�� • ' C�aul T, Brutlut ce Presidenk StAfe of 5o�tlti Dakcota, County of Minneltal�a, ss: On fhis 22nd day qf .lut�e, 2021, befo�•e me perso�ially c�tme P�ul T, Srufl�t to me knowit, who, bci»g Uy me duly swari�, did depose and s�y: tl�et lie 1'BSl({05 II] II7C CIIY Of SIOIkX PflI18� State af Sou11i Dakota; th.at he is a Vice T'resielent of Cantinental Casually Company, an illinois i�tsurance campany, i�lat9onal Fire [ns��ransc Cain�any of 1-3z�rtfard, an iflinois irisurat�ce com}�any, ancl American Cnsualty Coropany ofReading, Penns��lvnui�, a Penrtisy{v�niR insti�•ance compgny desarlbed in and tvhich execuied Il�e a�o�e i��s[rumei�l; thzt lie tcnows the senls af s�id insuranea companies; tha� tlie seals affixe.d to the saic! instru�nant are sucli car�orate seals; tl�at ihey �vere so af!'ixed pursuant to authority given by tlie }�o�r�is at'Direclo��s af said insurance companfes and th�l he signed I�is n�me lhereto p��rsuanl lo like aulliority, c�l1d FiC�CIlO�uIeCI�;CS SAE11C CO i76 1I10 8CI flrid d8E(I Of 5A1(� IliSllYaI1CC CO[37�c1f1[C5. 4hraM�,y*4ti•.5�.r�.�,4y�.�.�.�.nrr � � M. B�Ni � �EhL ��OTAflY P]19LIC 9 � COU7H pAKOTA�f 1hy4NN5Fhh`�hi4�YY4'�dY`�5Y 4 My Ca►n�nission Exp�res M�rcl� 2, 202G M. Benk Notary P��l�lic C�RTIFICAT� I, D. Johnson, Assisianl Secrei�ry of Contii�eittal Cas�inity Cn�npany, an []lifiois insu�'�nce comps�n)+, Nltlonal Fi�'e la�st�r�nce Cotnpat3y oi' Hartfo�'d, aiti Illinois i�isurance coEnparsy, end Ame3•ica�� Casual[y Co.in>>uny o!'Rsadin�, Fennsylnania, a Pennsylvaciia insur�ncs cnnt��ttny do hereby ce��tify th�t the I�p1YeC of Altol'ne� I1e]'eill 1LtoYC SC1 �4I'II1 is SttII Iri FOt'Ce, E1�1(: CLTi$EICI' C81�ti1j+ Ih��t llte [3y-Law nnd ltesal�itiai� of lhe Bnard of Directo�•s oF tlic insuennce co�npftnies prinfet{ oti the rcverse 1�ereof is slili in force, In festlmony �vhcrenfl I��tvc herauntc� sttbscribecl i�7)� nsrne aud aFfxetl tlic seal of Ilte s�i�i insurHiiccconi>>�iiiesd�is 32t1��fl]'o� AUgUst,• �021 �F�'��s�►q�r1- �, ��ISURqtic ��vAHro�,�, `'`Q F ,�{ �r'�i � �OPPtlRht� � r�p � �N4QAPqAArEp � 1= e '9 y � 1ULY If� L? � � �� } SER� '� � ��o� r � 1as7 � dIARjFdP� '�a � �d Cantii�eiltal Casualty Can�pany Nattona! rire [ns�u��itce Ca�i3pany of Ha�•tfoi•d A�iteric�n C�sualty Cainpany of Reading, Pennsylvanifl U. Johnson � Assistant Secretary Fori�i F6$53-412012 Go to www.cnasurety,com y Owner / a�llgee 5erviees > Valf�ake Bond Coverage, if yau want to verify bond authenticity. oa as sr V�NooR coMPLtANa� 7o sTATE LAW Pege 1 0l i SECTION 40 �43 3i VENDOR COMPLIANCE TO STATE LAW NON R�51D�NT Blq[��R Texas Gaverr�ment Code Chapter 225�, was aciopted for the award nf contracts to nanresldent bidcters, This law �ravides #hat, ]n order tfl be awarded a contract as iow bldder, nonresident bEdders (out-of-state contractars whose car�orate offices or principal piace ❑f business ars auiside the 5tate of `�exas) b1d proJocts ior construcfion, impravements, supplies or services in 7exas at an amount lower #han the lowesf Texas resfdont bldder by the same amaunt that a i'exas residenf hidder would be required ta underbkd a nonresident bidder in order to obtaln a cnmp�rable contract in tha State whlch the nonresident's �rVncipal place nf bush�ess Is lacated. The appraprlate blanlcs In snction A must be fHled out by ali nonreskdent bidders In order for your b!d to meet speciflcatlfll�s, The faiiure af nonresldent 61dde.rs ta dn sa wlll automatically disquallty thak 6ldder, Residenk bldders must chaak the box In Secklon B. A. iVonresident b�dders ln tho State af .�_;�,�t� ��r� cii�`��3[��,� , aur �rincipal plaoe of buslness, are r�qulred to be '%s F;�, �> percent lower than resldent bidders by State Law. A copy of ihe statute Is aktached. Ndnresident bidders In tha State of ��=��j�3��i5a-1�►� � , aur prinalpal place of �usiness, are not required to underbld resld�nt bidders. B. The prlt�cipai place of buslness af our company or aur �arent company or rr�a)or[fy owner ls In the Sfate of 7exas. ❑ BI[�DER; [lN i"anks, LLC 4�i0 �ast 7'rinity Blvd Grand pralrie, Texas 'iSa50 gy: Thomas P. Ch�9stle '��. , �� -- �— ,`�.� �� ,, �--- - � -��.- � gnature Title; �K�c+�#Ive Vico F'resid�nt ot Wark Acquisition �ale: Aug�rst 12, Za2i �c�r� oi� s�c:�r�or� cirr o� r-ar�z wostTH GO�lSTRI}CTION SPECIFICA7[ON DOCUMEN�'S �sgla Mowtlain WTP �teerwell hko. 3 Ite13aU July 2421 Ci�y ProJoaf Na. 1 G30A 0 00 45 11 BIpT]ERS PIt�QUALIFICATIONS Page I of2 SECTION 00 �511 BIDDERS FREQVALIFICATIONS 1. ,5ummary. All contractors are required to be prequalified by the City prior to submitiing bid�. To be eligible to bid the contractor must subtnit Section 00 45 12, Prequalification Statement for tlie work type(s) listed with their Bid. Any contractor or subcontractar who is not prequaliiied for the work type(s} Listed must s�bmit Section Oi? 45 13, Bidder Prequalification A�plication in accordance with the requirements below, The prequalificatias� pracess will establish a bid limit based on a teehnical evaluation and financial analysis of the contractor. The information must be submitted seven (7) days prior to the date of the opening of bids. For example, a contractflr wishing to subttiit bids on projects to be npened on the 7th of April must file the infarmation by the 31 st day of March in order to bid on these projects, In order to expedite and facilitate the approval of a Bidder's Prequalification Application, the following must accompany the submission. a. A complete set of audited or reviewed financial statements. (1) CIassified Salanee Sheet (2) Income Statement (3) Stateme�it of Cash Flows {4) Statement of Retained Earnings (S) Nates to the Financial Statements, if any b. A certiiied copy of the firm's organizational documents (Coiporate Charter, Artic]es of Incorporation, Articles of Organization, Certificate of Formation, LLC Regulations, Certificate of Limited Partnership Agreem�nt). c. A completed Bicider Prequalification Application. (I) The firm's Texas Taxpayer ldentification Number as issued by the Texas Comptroller of Fublic Accounts. To obtain a Texas Taxpayer ldentification number visit the Texas Comptroller of Public Accounts online at the following web address www.window.state.�.usltaxpertnitl and fitl out the application to apply for yaur Texas tax ID. (2) The firm's e-mail address and f� number. (3) Tlie fit�tn's DUNS number as issued by Dun & Bradstreet. This number is used by the City for required reporting on �'ederal Aid projects. The DiJNS number may be ohtained at www.dnb.caxn. d. Resumes reflecting the construction experience of the principles of the firm for firms submitting their initial prequalification. These resUmes should include the si�.e and scape oF the work performed. e. Other infonaaation as requested by the City. 2. Prequalificatifln Reqairements a. Financial Stateme�ats. Financial statement su6mission must be provided in accordat�ce witl� the fallowing: (1) The City requires that the ariginal Financial Statement or a certifed copy be submiited for coiisideration. (2j To be satisfactory, the �nancial statements must be audited or reviewed by an independent, certified pubIic accounting firm registered and in good standing in az�y stat�. Current Texas statues also require that accounting firms perfor�ning audits or reviews on business entities within CITY OF fORT WORTH Eagle Mountain WTn Clearwell Na. 3 Rehab CONSTRUCTIdN SP�CIC'ICATION DOCUMEI�T3 City Projact No. I03048 July 2021 0o as i i $1QDER$ PTi�QUALIFICATIONS Page 2 af 2 b. the State of Texas b� properly licensed ar registered with Y,he Texas State Board of Pubiic Accountancy. (3) The accounting firm should state in the audit report or rer�iew whether the contractor is an individual, corporatian, or limited liability coznpany. (4) F'inancial Staterr�ents must be presented in U.S. dollars at the current rate of exchange of the Balance Sheet date. (S) The City wili not recognize any certified public accountant as independent wha is not, �n fact, independent. {G) The accountant's opinion on the financial statements of the contracting company should state that tha audit or re�iew has been cot�ducted in accordance with auditing standards generally accepfed in th� United States o.f America. This must be stated in the accounting firm's opinion. It shouid: (I) express an unqualified opinion, or (2) express a qualified opinion on the statements taken as a whole. (7} The City reser�es the right to require a new statement at any ti�ne. (8) The fnancial statement must be prepared as of the Iast day of any month, not more than one year o1d and must be on file with the City 16 months tliereafter, i�i aceorciance with Paragraph 1, (9) The City v�i11 d�ertnine a contractar's bidding capacity for the purposes of awarding contracts. Bidding capacity is determined by multiplying the positive net vvorking capital (working capital = current assets — current liabilities) by a factor of 10. Dvly tlzose statements reflecting a positi�e net warking capital position will be considered satisfactory for preq�►alification purposes. (10} In the case that a bidding date falls within the tirne a new financial statement is being prepared, the previous statement shall be updated with proper verification, Bidder� Prequaliftcation Applic�xtion. A Bidd�r Prequaliftcation Application must be submitted along with audited or reviewed financial statemer�ts by firms wishingto be eligible to bid o�� all classas of construction and maintenance projects. Incomplete Applications will be rejected. (1) In those schedules where there is nothing to report, the notation of "None" or "N/A" should be inset�ed. (2.) A minimum of ft�e (5) references of related work must be provided. (3) Submission of an equipment sch.edula �vhich indicat�s equipment under the coirtrol of tltie Contractor and which is related to tl�e. type of work for which the Cantactor is seeking pr�qualification. The schedule must include the manufacturer, model and general common description nf each piece of equipm�nt. Ab.breviations ar means of describing equipment other than pz•ovided abave wi11 not be accepted. 3. Eli�ibility to Bid a. The City shall be the sole judge as to a contractor's prequali�cation. b. The City may reject, suspend, or inadify a�ry prequalificatio�� for failure by the contractor to demanstrate aeceptable financial ability or performance. c. The City will issue a letter as to the status of the prequalification approval. d. If a contractor has a valid prequali�cation ]etter, the contracfor wilj be eligibte to bid the prequaliFied work types until the expiration date stateci in the letter. END OF SECTI�N CITY OF FORT WQRTH Eagle Mountain WTP Cleaewell Nn. 3 ILeha6 CDI�STRUCTION SPECIFICATION DOCUMENTS City Project No. 1030�48 7iily 2021 uo as i2 P[��QUALIFICA7']ON STATEM�NT Page l of 1 s�cTYo�r oa as iz PI�EQUALI�iCAT[ON STATEMENT E�1C�� Bli�d£1' �Ol' a CSty ]7i'OCUI'81riEriL IS 1•eguired to compl�te the infor�natia�� belaw by it��zltifying tl�e �requa�i�ed co�ltractors a�tdlor �ubcont�•actrn�s whoi� they intend la utili�e for the �najor work ty�e(s) listed, Majvr Worlc Type Contractn.r/SuUconkrackor Prequalificatio�i Com an Nanie Ex iration Dakc Design �nd Constcuct�on nf AWWA Dl 10, Ty�e IiI DN Tat�lcs, LLC 00�13012Q22 Pa•eskressed Water Stora e Tanits The undersigned het�eby certs`f�es that the contractors and/o�• subcc�r�tractors described �n the table �bovs ai•e curi'611fI}� �TeC�LIc�II�iE� �Ok• tUe work ty�es listed. BI DDER: DN Tanks, L�.0 Coir�pany 410 East Trinity I3oulevard Address BY, Thomas P. Christie ( jcase Priiat) _1.-. � t._ _ � Si�nafure� �%� �`l� � -'� ' �,� {�. � Gr�nd Prairi�, Texas, 75Q50 Title: Execut3ve Viee President of Worit Ac uisition City/SiakelZip (P�ease Print} Date: August 12, 2021 �ND OF SECTION CI7'Y (lF I�cllt'[' WOR'I`fd l��gl� Mntn�lt�in VWTP C:lcnr+vcll Nn. 3 Etcl�nk� COIVSTRUC"I'IOhi SPEC[PICATTON bOCUMEi�iT3 CiEy P�vject No. 1U3048 .1uEy 2�l21 00 4S 13 BIDDER AAEQUALIFICATIDIZ APPL[CATiON Page 1 of 8 ��RT� SECTION 00 4� 13 BIDDER PREQLIALIFICATION APPLICATION Date af Balance Sheet Name under which you wish to qualify Post Office Box City Matk only one: Individual Limited Partsiership General Partnership Corporation Limited Liabiiity Company State Zip Co.de Street Address (required) City State Zip Code � � � � Telephone Fax Email Texas T�payer ldentification No. Federal EmpSoyers Tdentification No. DLTNS No. (if a�plicable) MAIL THI5 QLTESTIONAIRE AL�NG W1TH FINANCIAL STATEMENTS T0: CITY OF F�RT WORTH TEXAS 200 TEXAS STREET FORT WORTH, TEXAS 76102-63 ] 1 AND MARK THE ENVELOPE: `BIDDER PREQUALIFICATION APPLICATION" CITY OF PqItT WpRTH Eagle Mountain W'CP Clearwell I�(o. 3 Rehab CflAlSTRUCTION SPECIFICATION T�OCUMENTS City Praject I�o. ] 03048 Iuly 202f oa as ia - z IiIDbER PREQUALIFICATION AFPLICATIDN Page 2 of B BIISINE5� CLASSIFICATION The following should be completed in order that we may properly classify your �'irrn: {Check �e �lock(s) wliich are appiicable — Block 3 is ta be 1eft blank if Elock 1 andlar Block 2 is checked) � Has fewer than 100 employees and/or � Has less than $6,QQQ,DOO.UO in annual grass receipts OR � Does not meet the criteria for being designated a smalI business as provided in Section 24Q6,OQ1 of�he Texas Go�ernment C.ode. The classifcation of your firm as a small or large business is not a factor iii �ietermining eligibility to became prequali�ed. MAJOR WORK CATEGORIES Water Depar#ment Augur Boring - 24-inch diameter casing and less Augur Baring - Greater than 24-incli diameter easing and greater Tunneling— 36-Inclses — f0 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 6fi" and greater, 350 LF and greater Tunneling — 6b" and greatex, 350 LF or Less Gathodic Protecti.on Water Distribution, Development, 8-inch diameter and smaIler Water Dis#ribution, Ur6an and Renewal, S-inch diameter and smaller Water Distributiou, De�elopinent, 12-inch diameter and smaller Water Distribution, Urban and Renewal, J2-inch diatneter and smaller Water Transmission, Development, 24-it�claes and smaller Water Transrnission, Urban/Renewal, 24-inches and smaller Water Transznission, Developinent, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller I�Vater Transmission, Developmei�i, All 5izes Water Transmission, Urban/Renewal, All Sizes Sewer Bypass Putxiping, 18-iiiches and smaller Sewer Bypass Pumping, 18-inches — 36-inches S.ewer Bypass Pumping 42-inches and larger CCTV, 8-inches and smaller CCTV, 12-incl}es and smaIler CCTV, 18-inches and smaller CCTV, 24-inche:s and smaller CCTV, 42-inches and smaller CGTV, 48-inches az�d smaller ClTY OF FORT WOI2TH Eagle Mountain WTP Clearwetl No. 3 Aehah CQNSTRUCTION SPECIFICATjQN I70CT1MENTS C5C No. 54pG1 June 2021 ooas��-� BIDDER PRLQUALIFICATIQN APPLICATiON Page 3 of 8 1VIAJOR WORK CATEGORIES, CONTIlV UED Sewer CIPP, 12-inches and smaller Sewer CIPP, 24-inches and smalIer Sewer CIPP, 42-inches and smaller Sew�r CIPP, All Sizes Sewer Colle.ction System, Development, 8-inches and smaIler Sewer Callection System, Ur6an/Renewal, 8-inches and smaller Sewer Collec#ion System, Development, 12-inches aiid small�r Sewer Collection System, Urban/Renewal, 12-inches and small�r Sewer Interceptors, Devejopment, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller S��+er Intereeptors, Urban/Renewal, 42-inciies and smal�er Sewer Interceptors, Development, 48-inches and smaIler Sewer Interceptors, Urban/Renewal, 48�inches and smaller Sewer Pipe Enlargement 12-inches and smaller Sewer Pipe Enlargement 24-inche� and smaller Sewer Pipe Enlargement, All Sizes Sewer Cleaning , 24-inches ar�d smaller Sewer Cleaning , 42-inches and smaller Sewer Cleaning , All Sizes Sewer Cleaning, 8-inches and srnaller Sewer Cleaning, 12-inches and small�r Sewer 5iphons 12-inches or less Sewer Siphons 24-inches or less Sewer Siphons 42-inches or iess Sewer Siphons All Sizes Transportation Pnblic Works Asphalt Paving Conslxuction/Reconsiruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruciion (1 S,d00 square yards and GREATER) Asphalt Paving Heavy Maintenance (LINDER $1,004,000) Asphalt Paving Heavy Maintenance ($1,OQ0,000 and OVER) Co�crste Paving ConstxuctionlReconstructian (LESS THAN 15,Ofl0 square yards) Cancrete Paving Construction/Recoustruction (l5,OQ0 square yards and GREATER) Roadway and Pedestrian Lighting CITY OP POR7 WORTH Eagle Nlountain WTP Clearwell No. 3 Rehab CONSTRUCTIpN SP�CIFICATION DOCUMENTS C5C No. 54461 June 2U21 oa as i3 - a BIDDER PREQUALIFICATION APPLICATION Paga 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT � NAME AND DETAILED ADDRESS OF OWNER 2. How many years l�as your organizatinn beeii in business as a general contractor under your present List previous business names: 3. How many years of experience in had: {a} As a General Contractor: canstruction work has your organization (b} As a Sub-Coniractor: 4. *What projects Iias your organization completed in Texas and elsewhe�•e? CLA�� ,OCATION NAIVIE AND DETAILED CONTRACT OF DATE CITY-COUNTY- ADDRESS OF OFFICIAL TO AMOIINT WORK COMPL,ETED STATE WHOM YOU RE�'ER '�If requalifying only shou� work performed since last statement. S.Have you ever failed to complete any wos•k awarded to you?_ If so, where and why7 6.Has ai�y afficer or owner of your organization ever been an officer of another organization that iailed to complete a contract? If so, state the name of the individual, other arganization and reason. 7.Has any officer or owner aFyour organization evar failad to complete a contract executed in his�er name? If so, state the name of the individual, name of owner and reason, CITY QP P012T WORTH Eagle Mountain WTP Clearwell No. 3 Rehah CONSTRUCTION 5P�C1C[CAT[qN DOCUMENTS CSC No, 5�4061 June 2021 OD4513-5 BIDDER PREQUALIFICATION APPI.ICATIOAi Page 5 of & 8. In what other lines of husiness are you financially interested? 9. Have you ever performed any wark for th� City? IF so, �vhen and to whom do yau refer? 10. State names and detaited addresses of all producers from whom you have purchas�d principal materials during the last thre� years, NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any afFiliates or relatives curren�Iy debarrad by the City. Indicate your relationship to this person or �irm. 12. What is the construction experience of the p.rincipal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF 1N WHAT NAME �FFICE EXPERIENCE WO1ZK CAPACITY 13, If any owner, off'icer, director, or stocicliolder ofyour firm is an employee of the City, ar shares the same househo3d �ith a City employee, please list the name of the CiTy employee and the relationsliip. In addition,list any City emplayee who as the spouse, child, or parent of an owner, officer, stockholder, or director who does not Iive in the same haus�hald but who receives care and assistanca from that persan as a direct result of a docUmeni�d medical condition. This includes foster children or those related by adoptian or marriage. CITY OF FORT WORTH Eagle Mountain WT'P Clearwell No. 3 Rehab COiVSTRUCT10N SPECIFICATIDiV I�OCUMENTS C5C No. 54061 Ju�ie z021 00 45 13 - 6 BIDDER PREQUALII�ICATION APPLTCATI(]N Page6of8 CORPORATION BLOCK PARTNERSHIl' BLOCK If a corpowation: Tf a par#narship: Date of Incorporation State of �rganization CharterlFile No. Date of organizatian President Is parknerslaip general, limited, or registered limited liability partnerskip? Vice Presidents File No. (if Limited Partnership} General Partners/Officers Secretary Lim�ted Partners. (if applicable) Treasurer LIMITED LII�BILITY CONIPA.NY BLOCK If a corporation: State of Incorporation Date o� organization Pile No. Individuals authorized tn sign for Partnersliip Officers or Managers {with titles, if any) Except for limited partners, the individ�als listed in ti�e blocl�s above are presumed to have full signature authorify f�r yvur �rm unless otI�erwise advised. Shoula yoa wish to grant sig�xature aut�ority %r additional individaals, �lease attach a certi�ed capy oithe corporate resnlution, eorporate minutes, partnership agreement, power of attorn�;y or aiher legal documentation_which grants this authority. CITY OF FORT VVORTH Eagle Mountain WTP Clearwall No. 3 Rehah CDNSTRUCTION SPECIFICATION flOCUMENTS GSC No. 540iS1 Jt�ne 2Q21 00 45 13 - 7 BIDDER PREQiJALIF[CATION APPLICATION Page 7 vf 8 14. Equipment TOTAL SALANCESHEET ITEM QUANTITI' ITEM DESCKIPTION VALUE 1 2 3 4 5 6 7 $ 9 i0 11 12 i3 14 15 l6 17 1$ I9 20 21 za a� �� 25 26 27 28 29 30 Variaus- TOTAL Similar types of equipmenk may be Iumped together. If your firm has more ihan 30 t�pes of equipment, you rr�ay show tl�ese 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to r�quest a eomplete, detailed list of a13 your eyuipment. The ec�uipment list is a representation of equipment uuder the control of tii� firm and which is related to the type of wo.rk f�r which the firin is seeking qualification. In the descrip.tian include., the manufacturer, model, and general common descriptinn of each. CITY OF FORT WqRTH Ea�le Mountain WTP Gearwell No. 3 Rehab CONS'I'AUCTION SPECIFICATION DOCUME3�ITS C5C No. 540G1 June 2021 00 45 13 - 8 BIDDER PREQUALIF'ICATI(7iV APPI.ICATIQN Page 8 of 8 BIDDER PREQUALIFTCATIQN AFFIDAVIT STATE OF COUN`TY OF The undersigned hereby decIares that the foregoi��g is a true staternent of the financial condition of the entity l�erein f'trst n�med, as of the date herein first gi�en; that this statement is for the express purpose of inducing the party to whom it is submitted to award th� submitter a contract; and that the accountant who prepared Yhe balance sheet accompanying this repart as well as atiy depository, vendor or any other agency herein namad is h�reby authorized to suppl� each party with any information, while this statement is in force, neaessary to verify said statement. , beii�g duly sworn, deposes and says that helshe is tha af , the �ntity described in and which executed the foregoing stateinent that helsha is fa�niliar with tl�e books of d�e said entity showing its financial condition; that the foregoing financial statement taken from the baoks of the said entity as ai the date thereof and that the answers to the questioiis of the foregoing Bidder Pr�qualiiicatian Applicatian are carrect and true as of the date of tlsis affidavit. Firm Name: Sig��ature: �worn #o befare me this day of � Notary Publ�e Notary Public must not be an officer, director, or stockholder or relative thereof. CITY QF FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehah CONSTRUCTION SPEC[F[CAT[qr] D�Ci1MEN75 CSC No. 5406f .lune 2021 00 45 40 City of Fort Worth i�e�ues� fc�� 1�lai�rex of �usiness �qu�ty Goa1 Water � � ,200,000.00 DEPARTMENT�DIVISION NAME: ESTIMATED COST` (Please select the appropriate circle) �ITB �RrQ �RI`P �SoleSouree �Amendment/Cha.ngeQrder ��mergency �Other:-C.O�lS�, NO'i`E: A11 suppnxt documentation needs ko 6e attachefl to this request, Eagle Mountain Water Treatment Clearwell No. 3 Rehabilitation NAME �F BID/PROJECT Dena Jahnson SIGNATURE DF HUY'ER/PRO,�ECT MANAGER 7866 E3�TENSIO N 10304$ BID/PROJECT NO. 06129l2021 DATE NAICS CODE Priaa� to advertisaruent, tha contracting/managing deparlment shall datarmine whether the bidlpeo}aasal is nne which Business Bquity requirements should not be ap}�lied. Business Equity requiremen#s may be waived �pon written appi•oval of the Deparfinent af Diversity and Tncl�sion (DVIN) Business EnUify AssistantDirector. If one of tha canditions listed belaw exists, the conf�•aciinglmanaging department sf�all notify the Assistanf Dii•ectar �ia this iarm, stating the specific reason(s) for If the conhsacting�managing department and the Assistant Directar are in cor�ffict over the granting of a waiver, eotxtractingf managing departrnent or tYze Assistan;i Directar rnay appeal to fihe City Manag�r, or design�e, whose decision is fmal, Please Chec'k Appl�.cahle Reason: A DVIN: A waiver of the goal for Business �quity subcontracting requirements was raquested, and approved iay the DVI1V, zn accardance wi.th the applicable Ordinance, bacausa a public or adminisirative emergency exists which requires the goods or services to be provided with unust�al immediacy; or � B DV�N: A waiver of the goal for Busir�ess �quily su�contracting requirements was requested, �J and approved by the DVIN, in accordance wi#h the applicable Ordinanee, hecause the purchase af goads Qr services is from sources where subcontraeting ar supplier apportunities axe z�egligible; or C DVIN: A waiver of the goal f'or Business Equity subcflntracting requiremenfs was xequested, and approved by' the D`/IN, in accordance with the applicable Ordznance, beeat�se the application of the provisions of this ordinance will i�npose an ecanornic rislt an the City or unduly deZay acquisition of the goods ar services; or D DVIIV; R waiv�r of the gnal for Business �quity subcontract�ng requirementis was requested, and approved by the DVIN, in aceordance with fihe applicable Ordinance, because the waiver request is based on the sale snurce informatian providad. �, OTHER (Specify): Jusfiit'y Commodity or Service i�aiver �tequest: The �raject cansists of the rehabiliiafion Clearwell No. 3 tank at khe Eaqle Mo t' Wa e e t e f Plar�t. Sco�es af setvicels��plv need iar sub-cantrac#ing o�portu,nities are ne�ligibl� for this tank rehabilifatian praject. . . DVI1V U�QNLY: � Approved �— Npt ApproVe� Adrian Zavaia OlgflallyslgnedbyAdrfanZavala _ date: 2Q2�.07,01 17:32:40 -U5'00' Signature �f DVI1V Authorized Personnel Signature of DVIN Authorized Personnel Q%�d � ��d2 � Date Date Bustness Equity Division EffccUae 01•01•2D2i Emai1: DVIIV_I��Office(ri7�'o�•tworttitexzs.�o� 00 45 26 CONTRACTORCOMNLIANCE W17'H WORKER'S COMP�NSAT[(3N LAW Page l af 2 SECTION 00 45 26 C�NTRACTOR C�MPLIANCE WITH WORKER'S COMPENSATION LAW Purs�antto Texas Labor Cocie Section 406A96(a), as amended, Contractor certi#ies that it provides worker's compensation insurance coverage for all of its emgioyees employed can City Project No. ] 00075. Contractor further certifes that, pursuant to Texas Labor Code, Sactior� 406.0�6(b), as amended, it will pravide to City its subcontractor's certificates of compHance with warker°s co�npensation coverage. CONTRACTOR: DN Tanks, LLC Company By: Christo her . Brown , � (PI ase Print) , � , , 410 �ast Trinity Boulevard Address Grand Prairie, Texas, 7505� CitylState/Zip THE STATE OF TEXAS C�LJNTY OF TARRANT . . � Signature� " . �, '� - . .-�.�----C� --�.'— .M Tltl� Vice Presidenl & General Manger of Cenlral Operalious (Pleasa E'rint} BEFORE ME, the undersigned autl�arity, on this day personally appeared Christopher R. Brown , known to tne to be the person whose narrie is subscribed to the foregoing instrument, and acknowledged fo me that helshe �xecuted the same as the act and deed oi DN Tanks, LLC for the purposes and cansideration therein expressed and 'm the capaciiy therein stated. GIVEN LTNDER MY HAND AND SEAL OF 4FFICE this 5th day of Oclober , 2021. `��"""`' �ELEEN YdUNIS PpY pVB i tiz°r„d� �=Notary Public, Stat� of Taxes s�� Camm.�xpires43-09-2Q25 '4,,,��,+� Natary ID 9 3299301-9 r� • �.,�M � �.-_�, . Notary Public i and for t�e State o� Texas END OF SECTION C1TY pF FQRT WORTH CONSTRUCTIOA! 3PECIFICATION DQCUME1+fTS J�ly 2:421 Eagle ivlountain WTP Clearwell No. 3 Rehab Ciiy Project No. l q3048 00 S2 43 - L AGRCCMENlT Pstgc 1 of 5 S�CTIQI*7 00 �� 43 AGREE�ENT THIS AGRE�MENT, autiaarized on �! ` is made by and betweei� �he City of Forth Wo��th, a Texas hama ru�e mui�icipality, actii�g by snd tlirougl� its duly authorized City Manager, /«Cl%»�� All� r� �era¢� �� 1=- �� e l — 1UfI101'IZSd t0 C�0 business in Texas, acting by and throttgh its duly authorized represaniative, ("Contractoc"), City and Cont�•actor, in considej•ation nf the mutual coveiiauts hereinafter set forth, agree as follows: Ariicle 1. WURK Cont�•actor sltiall complete all Work as speci�ed or indicated in �he Cdntract Documeirts for the Pj•oject idei�tified herein. Article 2. PROJECT The projec� for which the Work under the Contract Documetits may 6e �fie whole or only a part is generally described as follows: Eagle Mouittain Wafec Treatinent Plaiit �learwell No. 3 Rehabilitatinn City ProjectNo. 143448 Article 3. COI�TRACT PRIC� City agrees to pay Contractor for perforinance of the Wark in accordance witlz the Cont �act Documents an atnouiit, in curreut funds, of p�in�,�}�t�,�;��Tr'}�,�r�'y��o'�ars c� � o�r�� '� �� T Article 4. CONTRACT TIME 4.l Final Acceptance. QThe Work will be complete for Final Acceptance within 120 cale�i[lrrr days after tlis date � when tiie Cositract Time commeuces to run, as provided in Pa�•agrapll 2.03 of tlie General Conditions, plus any exiension thereof allowed in accordance with Article 12 of the Ganeral Conditions, �4.2 Lsquidated Dalnages Co�itractor recognizes that ii�lte rs of the essel�ce for co�npletion of Milestanes, if a1�y, and to achieve Final Acceptance of the Wnrk and City will suffer finar�cial loss if the Work is iiot completed wifliin tl�e time(s) specif ed in Paragraph 4. l above. Tiie Cautractor aiso reeQgnizes die delays, expense and difficu�ties iuvolved 'tn proving sn a Iegal proceeding, the actual loss suffered by the City if the Wark is not coinpleted ou time. Accordingly, instead of reqltiiring any sucl� proof, Coi�traetor agrees that as liquidated damages for delay (but not as a penatty}, ContF•actor shalI pay City One Tlzousand DoFlars ($1,0OO.OU) for eacli day tlzai expires after tl�e tiine speoified in Paragrapl� 4.1 �'or Final Aoaeptance until the City issues tlie Fii�al Letter of Accepta��ce. GfiY OP fiORT VI+pRTH Gngle Maunt�in W`fP Cleanveil 3Vn. 3 l�eliah CONSTRUCTiON SA�C]FICATION �OCUM�N'f'3 Gity Project Na. 1U30�18 August 2021 oaszaa-z AGR£�MENT Page 2 af 5 Article 5. CONTRACT DOCUMENTS S, i CONTENTS; A. Tlte Contract Documents W�l1CI1 cam}�rise the entira agreement 6etween City and Cont�•actor concey�ning Ylle Work cni�sist af the �oliowing: 1. This Ag�•eement. 2, Atkachmeaits to this Agreeineut, a. Sid Fo�•�r 1) Proposal Form 2) Ve��elor Compfiance to Stafe Lsw Non-Resident Bidder 3) Prequali�catiqn Statetnei►t 4} State at�d Fede�•ai documents {prvject s�ecifrc) b, Current Prevailzng Wage Rate Tabie c. insuranee ACORD Foz•tn(s) d. Paymec�t Boi�d e, Perfo��nance Bor�d f. Maiutena��ce Boz�d g. Power of Attorney for the Boisds h. Worker's Compensation Affida�it i. MSE and/ar SBE Utilizatian Form 3, General Condit�ons. 4. Supplementary Canditions. 5pecifications specifically made a part of the Cont�•act Docuine��ts by ai�achment or, if not attaclied, as incor�arated by reference and desc�•ibed in the Tal�le of Coi�te�its of the Pro;ject's Cantract Documents. b. Drawings. 7, Addenda. S. Documentation submitted by Contractor prior to Notice of Award. The following whieh may be delivered or issued af#er tiie Effective Date ni the Agree�nent and, 'rf issuad, hecome an inco�porated pai�t of tlie Contract Docum��its: a, Notice to Froeeed. 1�. Field Orders. c. Change Orders. d. Letter of Final Accep#ance. Article 6. IND�MNIFICATION 6,1 Cont��actar coven�ants aud agrees to inde�nnify, linld harnaless and defend, aY its own expense, the ciiy, its afficers, servants and emplayees, F�•om and against a�y and all ciaims aris'rng out of, or alleged tn arise out af, the woe•�c and services ta be pea•formerl by the contractoe•, its afCcers, agenfs, employees, su�contractors, licenses or invifees u�nder this contract. Tl�is i�udennni�eation rovisian is s ecificall iufended to a erate a�d be effective even if it �s alleged ❑r �ra�en that all or same nf tlae dama�es bein�; sou�ht were cansed, in whole pr in t�art, b� any act, amission nr ne�lip�ence of ihe cit+v. Tl�.is indemnity pravision is inic.�nded to include, witl�out limi#afion, indemnity fpr costs, ex�enses and legai fees inc�r��ed by t�e city i�i defend�ng agaanst such claims and caY�ses pf actions. CITY OF PORT W01tTH Eagle Mountain WTP Cleanvel! Na. 3 Reheb COI+ISTRUCTlQ3�+ 5PEClf ICAT[ON []OCLI1YIEiJ'i'S City Project No, lQ3U�}$ August 24121 D05243-3 AGREEiNENT Pagc 3 of 3 6.2 Contractor covenRnts and agrees to indemnify and hold harinless, at its o�vn expense, the city, its officers, servan�fs and employees, from and against an� and all loss, c�amage or destruction af �roperty of the city, a��ising out of, or allegecl to arise out of, the worli and sei�vices to be performed by the cnntraetor, its officers, agenfs, em�l4yee�, subconfE�actors, licensees or invitees unc�er this contract. This indemnii�caiinn provision is sp�cifically i��tended to nnerate anr� be effective e�wex� if it is alle�ec� or proven that ail or �ome of the damR�es bein� snu��it �vere caused� in r°vhole nr in part, by any act, omission or ne�lig„ence,of tl�e city. Ariicle 7. MISCELLAIVE[)U5 7.I Terms. `I'er�ns Used i�� this Ag�•eecnent which a��e de�ned in Article l of tlie GeneraI Gonditions will have tha rneanings indicated in the Get3eral Canditians. 7.2 Assig�azxient af Contract, This Agreeinent, includi�ag all of the Coi�tract Docume��ts may nat be assigned by the Co��traetor vvithaut tlie advanced express wj'it�ei� conse��t of the City. 7.3 Succ�ssars aa-►d Assigns. City and Cantractor eacl� binds itself, �fs partnex�s, successors, assigns and legal repr�sentatives to tl�a oth�r party hereto, in r�spect tn all cnvenants, agree�nents a��d ab��gatians contaiiieci ia tl�e Cantract Docutnat�ts. '7.4 Severahifity. A��y pro�isiou or pact a� the unenfof•eeable by a GQUi'� af remain►ng provisia��s skial3 CONTRACTOR, 7.5 Governi�ig Law a��d Venue. Cos7tract Dacumex�ts 3�eld to Ue �.uicaustitutional, vnid ar competent ju�'isdiction sliall b� dea�ned stR'icken, a��d all continue to be valid and l�ia�ding upon CTTY aaid T1�is Ag��eement, i�icluditig alt a� th� Cantract Docui�ents is perfarinable i�� Yli� State o� Texas. Venue shail b� Ta��rant County, Te�as, or tl�e ilnited States Disti'ict Cou��t �o�' the Na��tt��r�r District of T�xas, Foi�t Woi�th Divisian, 7.6 Autliority fio Sign. Cont�•actoi• sl�all attach evidei�ce af authority to sign Agreeinent if signed by sazneaite at��er ihat� tlie duly aL�tl�orized signato�•y of tl�e Co.irtractar. 7.7 Prol�ibition On Contracts Witli Coinpat�i�s Boycotting 1s�-aei, Coi�tracto�• aelcnowledges tlrat in accorciance with Chapter 2270 of tl�e Te�as Goveri�inei�t Cocle, tile CiLy is prohibi#ed from ei�tering into a contr�.ct witl► a company fa�• goods ar services unless the contraet contaiias a written �erification from the compaEry tl�at it: (i) does tlat boycott Israel; a�id (2) will not boycott Israel during Hie te�•m of tl�e contract, CITY OF FORT WORTM COlV5'I'CtUCT[ON SP6CIP]CATiON 17�CUivfENTS August 2021 Eagle Mou�titain WTP Cle�rcvell Nn. 3[tel�ab Ci[y Praject No. k030�1$ �0 52 43 - �} ACrREEhi[EN'f f'age 4 of 5 Tlie terms "boycott Is�-ael" and "ao�npany" shall ha�e the ineanings ascribed ta thase te�'ms in Section SQ8A01 of the Texas Government Code. .$y sigrrrrrg dris eontrrrct, Ca�ttrrrctor cerlifres tlraf Ca�ttractor's sig,naiure prawrdes avriften veriJicnlialr to tlie Cr`t�� tlrr�f CoJttraclar: (X) tloe� ►aot hoycolt Isrrrel; r�rzr! {2) sviJl nal boycal! Israel dtsrijig tlte fer��i of tlre contract. 7.8 Iyr�migratio�� NationaEity Act. Coi�tractor shall verify the identity and amployment eligibility of �ts employees wha perform woi•k under this Agreeinent, inoluding aompleting the Etnplaymey�t �ligibility Ver'tf�catian Form (1-9). Upo�} request by City, Cat�t��actar shal! provrde City with copies of all I-9 faa-tns and supporting eligibility dacum�ntation for eacli e�nployee tn+ito p�rfaz•ms work i�nder this Agreement. Coi�tractat' sltaIl acilie��e to all �'edei•al and State laws as w�ll as establisi� appropriate procedures and co��trals sa that no seivices will be perfoianed by an� Cat�tractor einployee vvho is not legally eligible to perform such servic�s. CONTRACTOR �HALL INDEMNIFY CxTY AND H�LD CITY HARMLESS FRQM ANY PENALTIES, LIABILITIES, QR L�SSES DUE TO VIOLATIONS �F THI�S PARAGRAPH BY CON'�'RACTQR, CONTRACT�R'S EMPLOYEES, SUBCONTRACTORS, AGENTS, DR LIC�NS�E�. City, upon written �otice tr� Contractar, shall have the rigl�t to in�mediately tarr�i�iate this A�•eement for �iolations a�' this pro�uisipn by Cantractor. 7.9 No Tliird-Party Benefcia�•ies. This Agreemeait gives no riglits or henefits to aiiyo��e otl�er tl�an th� City and tha Contractor and there are no thi�•d�paiiy benef�ciaries. 7. 3 0 No Cause of Actidi� Against Etigineer. Co��trac#aa', its subcoi3tractoi•s and equipment and materials suppliers on the PROJECT or their sureties, sl�,al] maintain t�o direct action against dfe Engineer, its officers, e�nployees, atld subcoiitractoz's, for any claim arising out of, i�i coci�aection with, or resulting irom the etigu�eering s��'vices pe��atmed. Only the City will be the be��e�iciary of any undei�taking by the Enginee.r. The pr�se�zce or duties of tlle Engi��ee�•`s persor►nel af a construetian site, wltiether as on-site represel�tatives oi• otherwise, do not �naEce tl�e �ngineer or its persotlnel in any way responsible ia�� tliose duties that helong to tl�e Gify ai�d/oi• tl�e City's construction contractoY•s or ather eittit�es, and do �ia# i•elieve the cotastructifln contt•actot•s or any otl3er e�ltiiy of th�ir abligations, duties, and r�sponsibilities, ine[uding, bui tiat �imited to, al1 canstruction meYhods, mea�fs, techniques, sequetices, and procedut•es necessaty for coordit�ati��g ai�d completing all poriinns of tl�e constivction work in accordai�ce with the ConiE•act Dacuzn�nxs and ai�y healti� ot� safety precautia�is regui�•ed by such coi�stcuction warlc. The E�tgii�eer and its pea�sai�itel ha�e i�o autllority ia ex;ercisa any control aveF• airy cons#ruction contractoz• or otls�r enti#y ar their einployees i�i co�}zlectian 4vith tl�eir woek or any healtli or safeiy p�'ecautia»s, SIGNATUR� 1'AGE TO F�LLOiV CITY OF FORT WORTi� Cagle Ivlountain WTf' Clearn�ell No. 3 Rehah COi�ISTRUCTION SP�CIFICA`1'lON 170CU[v(ENTS Ci!}� Pmjeel fVn. 103�48 Augas120� l aaszna-s AGI�EL'MEN'I' Pagc 5 of 6 IN WITN�SS WHEREO�', Ciky and Conh�actar have each executed this Agree�nent to be effective as of tlie date subscribed by the Ciiy's designated Assistant City Manager ("Effective Date"}. ��,�� ••'��,�ANK�, ��''•. COiltl'�CfOi: .�, Q.�'"'••��a��a� City of Fort Wortl� • + :� � � � � i7 r1 , ' � ` m � �� b ll�• k � yY y�� ti � , J,. � . +� � �gnature 'e, �'••......•�� .•� Dana Bui•gltdaff �'•,,F�AWAR ��`� Assistant Gity M�nagei• Christophe�� R. Brow� �� (Printed Na�nej �ct 28, 2Q2�, Date VP & GM of Centz•al Operations Tit1e Attest; 41Q East TrinityBauleyard Addz•ess Grand Prairie, Texas 75050 CitylState/Zip `��►� �� Date arY nr roR7 wo�tTr-t CQNSTRUCT[ON SPECIPICA7'ION DOCUM�NTS July 2021 �� t"�.C,��..�.'� �1J�. ��. .F: ��f �,.�=�,�.. Ronald P. Ganzales ' �,.;,+' '�� ^ `�� Acting City Sec�•ekary �,,' * �� ,.�;'� � �` .�"„ � +� . oW�- ` d, n,�, x�.�� '. o...'� �,.. (Seal) �-6 Y;1 � x' ��' ��, ' �:. .,�" � � Y'; ': a: . �C',. M&G: `+e� I - � � � � �'° ';,,- , • • � •` D�te: � � i� l a� i *� � k - ~�` ',.. �"'; .,�r.; Form 1295 No.: __ ii � � � 1 � �r: �'� � . . , Contract Campliance Managea: By signing, I aaknawledge that I ain the peeson responsible for the ir�onitnring and adminisfration of this cont�•act, including ensuring �kl �ei•formance and reporting require�nents. ' -� .. � Y � ,`,�� .i •� � � .� TnPna Johnson, P.E. Pro]�ct Manager Appro�+ed as to Fqt�n and Legality: �� Dotiiglas W. 131ack Assistant City Attot�rtey APPROVAL iZEC4MMENDED: �� . Chris Harder, P.E, Water Department Director Eagle Mauutain W�r'T��.�i ve:l � l.lil.�:� ��°�stf�11J� kn3c�q� I � _ "r` �"�°. �f��';� '�JC �'�` � ' `�+� �� i��9�{� - �� ,"4r "M - ` � ��'S �1 :_ •I rin�r�, bUt��efi[�ld, MI'� �11Ci8G I��1.��EP.i1"' I F= �": "1..'"'^.�r9L`��' DN TA1�11iS, LLC Sec�•etai�v's Cex•ti£�cate T�l� Li11(�Crsi��ied, Uai�x� a d�aly elected Secretary of DN Tai�l�s, LLC, a Delaw�re linvted liability campa��y (tl�e "Cflmna��"), does hereby certify that: Tlxe .foilowin� is a cninplete, ��•�a? r�nd r.orrect List ^f ¢4�e off'tcecs of tlle Co�npany as of the d�te set farlh belaw, as �ic�ted �v ti�� T3c�as�r1 �i Direc�urs c��' lC�e �:�iu��t�y William r. Crnvvley Miehael Azarel� Tl�otnas P, Ch�•istie David Gourley ,iefFi�ey C. Tellier Ste�lten Boyle lflmes P. Diggixls Cln�isfapiier R. Brc�wn RoUcrt .1. Wflls�� Mich�el J. Dt�i•esne De��isa V�illeumier Donna �'Dannell Stepl�en M.1C�ue L��in Calliton Andrew Minogue All�iz Speedie �OA1�11 C. Caste�• I'residet�t & C�iieFExecutive Officer Cliief-Up�ratcnb Ofi�ce�•, Tt�easurer Gxeeutive Vice Presideilfi nf Warlc Acquisition Executive Vice President c:f c�,��iA� npera�ions Dicector �-:f ri:;;�nce Seiiior V�r?� Y'resid�:��t af Estiinatitlg Viee Pxesid�m & Geiieral Mai�agel of �ast Operatians Vie� President & Ge��.eral Manager of Ce��ti•al O�ci�atioizs Viee Presicie�it of Conshuction Constructian Manager Director of Hm�au Resaurces Secreta►y Assistant Secz�etacy �lssistani Secrelary DIA'�CtOT of EngiiY�eri��;, Assisinnt Secretary Assista��t Secretary ,Assis�ant Sea�•etAcy IN WITN�55 WHEREO[{', Ei�e �r��e�:ti+g�,ccl Ittis executed this Certifinate as of the 23r� day of Ma�•oh, 2021. DitT `�'A„l;s, LLC f w�� r BY� � � i�.��- � Donna O'Da��ell Secretary .. 17.n�1��r. � •.,-•-i.u.-- . _-.`1i � . '.�i'1�E711�C!=.!ldiil 00 Gl l3 PERFORMANCE BOND Page 1 of2 TH� S�'AT� OF TEXAS COUNTY �F TARRANT s�ccTxoN no �i i3 PERFORMANCE BOND Bond Na 34134115 § § xIN0'�V ALL BY THES� PRES�NTS: § Tltat we, DN Tanks LLC known as "Priizcipal" iiereifY and Cor�tirl�ntal Casu�fty Cot�lpany , a corporata sw•ety(sureties, if more �han one) duly authorized ko do business in tlie State of Texas, knawn as "Surety" l�erein {whetl�er one or tnore}, are held �nd fi��nly bou�id unto t11e City of Fott Wo��h, a inunicipal oorporatioii cceated pursuant to tlia laws af Texas, tutiown as "City" he�•ein, in the �Senal sum of, Nine Nundred Thirty Trr�o Thausar�d Sixfy and fVo1100'�0��•s ($ 932,DE0.00 ), lawfiil money of the U��ited States, to be paid in �ort Woi�tli, Tai7-ani County, Texas for the payinent of which sum well and h•uly to be made, we bind ou�•seIves, ou� heirs, execuCors, adiniiiishators, successors atid assigus, jointly and severally, �rmly by these presents. WHERGAS, the Principal has entered rntn a certain writtsn contract with tlie Cit�+ awarded tiie � day o� �s�}�'��`', 20;�, wliictt Contract is hereby refert•ed to and made a part heraoF for all pur�oses as if fully set fo��h herein, ta furnisll all tnatet•ials, equipinant laboi• and other accessot•ies de�ined i�y law, iiz the prflsecutio�i of the Work, incl�tding any CIiange Orders, as ptavided for i.n said Contract designated as EagIe Mountain Wate�• Treatment I'lant Clearwell No. 3 Rehabilitation Pt•oject, City 1'rojeci Na, I03048. NOW, THEit�FDItE, tlae condition of tIiis obligation is sucla tha# if the said �rincipa� sliall faithfully perfortn it obligations under the Contract aiid shall in all respects d�1y and �aithfully perforr�► tl�e Work, including Cliange Orders, unde�• the Canta�act, acco�•d'nYg to tiie p(a«s, speci�ications, and contract dacuments therein refened to, and as vvell during any pet•iad of extens'ion of the Conh�act #hat may be granted on tl�.e pa�� of �lie City, then this abligation shall be and become nu11 a�d void, othei•wisa to rerr;a'rn in full force and effeet. PROVIDED TURTHER, tl-�at if any Iegal action be filed oi� this Boiid, veuue siisll lie in Tarcant Cotinty, Texas or tIie United States Disteiat Court for the Norti�ern District of Texas, �'oxt Worth Division. . CI'TY pr r0[tT W021'H Eagle Mounlein W'CP Clelnvell No. 3 Rehab CqP[3'1'ItUCTiON SnEGIFICAT[dN DOCUMEN'['S Ci1y 1?rojcct No. ID3048 July 2621 00 61 l3 PERFORMANCEBOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of tize Texas Governmeni Code, as amended, and all liabilities on this bond shall be determined w accordance with the provisions of said statue. Ilv WITNESS WHEItEOF, the Principai anci tl�e 5urety have SIGNED anei SEALED this instrument by duly authorized agents and offieers on this lhe day nf �, - +d0�. A'FTEST: � C.e� (Pr' cipal� Secretary Y -�., r�,�- �. � . ' V, Witness as to rincipal . - i �� - � Witn� s to Surety�-- J 7-�/ � ��.��,. . . PRiNCIPA�,: ��.•q�'�.p;N�tfi�.��,: DN Tanks, LLC o .'� r, � L _ . :* —�—j . . : . . ; o . . o ; . $�' �— � —��2� � �Sigt�ature � �'•., ..' w ee . �� , ••....••'� �. °°o �FCAwA� ,.•• .� �'rhs, _��[.�� • , -- _ . sn`�.�ra,l'�- Name and Title Address: q14 East Trinitv Blvd. C�rand Prairie, TX 75050 SIJRETY: Continental Casualty Company BY: � , _ `, � � ` , i`= �- ignature Christina D. Hickey,Attorney-in-Fact Name and Title Adciress: ��A Surety 53 State 5treet Bostan, MA 62109 Telephone Number: 617-994-4300 *Nate: � If si�ned by an officer of the Surety Company, there mvsf be on iile a certi�'ied extract fi•om the by-laws showing that this person has autl�ority to sign st�ch obliga#ion. If Sui•ety's physical address is different frani its �nailing address, both must be provided. The datt; of the bond shall not b� prior to the date the Cont�•act is awarded. CITY OI' PORT WOR'I'H CQNSTRUCTIOM SPECfFECAT[ON DOCUMENTS luly 202i �agle Mountain WTP Cleanvell No. 3 Itehab City Projeet I�Io. 103048 06 G1 1� [�AYH�E+I't 80ND Page 1 af 2 S�CTXON �0 G1 14 PAYMENT BOND Bond No 30'134115 TH� STATE OI<` T�XAS § § ICNOW ALL B'il TH�S� PRES�NTS: COUNTY OR TARRANT § That we, �N Tanks, LLC , kiia�vi� �s "Priucipal" ��e�•eiz�, and Continet�tal Casualty Company � a corparate stirety (sureties), duly authorized to do business in the State of Texas, knawn as "Surety'° I�.ex•�i�� (whet(ier one oz• znore), are laeld and �rmIy bound uiito the City of �ort Woi�tll, a �nunicipal co�•poratian created pursuani to the laws of the State of Taxas, known as "City" l�erein, in the penal sunn �gNine Hwndred Thirty Two Thausanci Sixty and �Io19 DO's DoIlars {$ 932,060.00 ), lawfiil money of tiie United States, to Ue paid in roit Woi�h, Tarraut Caunty, Texas, fo�• tlxe pay:ment af wl�ich sum well and �ruly be �nade, we l�ind oti�•selves, our hei�•s, executors, administxatars, successors arid assigns, jointly aiid severxlly, �ilnly by these presents: WIiEItEAS, Principal has entered into a certain writtej� Contract with City, awarded Che �^day of 5�.� �,� �� f ___ , 20 a�, wl�icll Contraot is I�ereby referred tn and made a par� hereof for all purposes as if fully set forth het•ein, ta fiu•nisti all matarials, equipment, labor and other accessaries as defined by law, in the prosecution of the Work as provided for in said Contract and designated as Eagle Mouu�ain WTP Clearwell No. 3 Rehabiliiation Project, City Project No. 143�4$. NOW, TH�R�TOR�, THE CONDITI�N OF THIS OBLIGATION is sucli tlfat if Principal slial� pay xll inonies owing to any {aad aIl) payment bond benefciary, (as de�i�ed in Chapt��• 2253 of ik�e Texas Government Code, as amended) in tl�e prosecution of the Work uiider the Cantcact, then tl�is obli�atian shaIl be and become null aitd vaid; okhecwise to reanain i�� full farce and effeot, Tliis bond is tnade and executed xn co�ttpliance wifi� khe provisio�xs of Cliapter 2253 of t��e Texas Go�vern�nent Code, as amended, aiid all fiabilities on tliis boud sh�ll be determined in ftceordance with the pt ovisions a£ said statute. CiTY �F CO{iT WO[tTH Cagle ivEountain WTP Cleanvell I�fn. 3 l�chab CONSTRCICTION SP8C1PiCATION C?OCUMENTS Ciry Projecl No. L03048 July 2021 00 b 1 l4 PAYNIENT QOND Page 2 of 2 IN W�TNESS WHEREOr, the Principal and Surety have eac11 SIGNED and SEALED this instrument by duly auti�orized agettts and office�•s on ttiis ihe ��n� day of ��7�`i � e�' , 2Q�— PRINCIPAL: �N Tanks, E.LC ATTEST: ( incipal) Secretary , �'.o ._ � � .. .� -, Witness as to Pc�ipal - �- � � AT'TEST: , .� . , { _ (Sur y) �'€�� Donna M. Robie, Attorney-in-�act i � 4 _ i , � _ � , � �� _ _ Wifiness as to Su Addres�: Gf�A Surety 53 State Street Baston, MA 02109 Telephone Number: 6�7-994-4300 Note: If signed by an ofFicer of fhe 5urety, tlzere inust be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. I� Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not he prior to the date the Contract is awarded. END OF SECTION �. ,,,,��\�f111��I,, � ,• � 9 �A �� <<," �.•• • •. •• '�. � � .;, 0 : :�8�� ; � � ��'+ ,.•' : '`�.....+• �: b�s �� .r •��.�. �.� �... , ��o �• ._:+► �: � � �� Name and Title Addi�ess: 4iQ EastTrinify Blvd. Grand Prairie, TX 7505D SU ItETY: Continental Casualty Company BY: _ ._ �� _ � Si�g�`�ur� �� Christina D. Ffickey, Attorney-in-�act Name and Title � -Y—� CITY OF FQRT WO121"k3 Eagle Nfountain WTP Clearwell t�fo. 3 ltehah CONST'1214CTION SPEC[PICATTON bOCUMENTS City Project AIo. 103048 luly 202] 00 GI 19 MAMTENANCE E30NQ I'age i of4 S�C`I'ION QO G1 19 MAINTCNANCC BOND TH� STAT� OF T�XA� COLINTY OT TARRANT Tl�.at we D!V Tanks, LLC kazovun as "Principal" hereiis and Cantiner�ta! Casualty Campany ,� cocporate su��ety (sureties, if zno�'e tlaan ota�) duly autl�ai'ized to do �usi�iess ii� tl�e State of Texas, luiown as "Surety" herein (wliether oiie or more), are held and firmly bound unto tha Cily oFPoi�t Wo�•th,,a tnunicipal corparation created pu�'suant to tl�e laws of the Sfata of Te�.as, lulawn as "Ciiy" lyereiii, Nine Hundred Thirty fwo Thousand Sixty and No11pp' iii t�le sum of Da�lars �� 932;064A0 ), lawful money of the United States, to be �aaid in Fott Wo�k�, Tarcant County, Texas, for payment of which sum well az�d truly be macie unto the City anii its successo�•s, we biud ourselves, our heirs, execiEtors, administrators, successors and assigns, jaintly aud severaIly, firmly by tltese pres�nts. WH�ItEAS, the Yrincipai ltas entered into a ce�tain writtexi con��act r�viih the City awarded the�_ day af ,��,P `��,-,��:�r . 20�, wl�ich Cont�act is I�e�•eby referred ia and a made pait hei�of for all purposes as if fully set farth lferein, to furnish all mate�•ials, equipmetxt labor and other accessories as defined by law, in tlie prosecution of tI;e Work, including arry Wark resulting Fi•oitn a d�ily aullxarized Chatlge O�•d�r (collecti�vely lierein, the "Work") as provided for in said contract and desi�E�ated as Eagle Mountain Water Treannent Plant Cleaiwvell No. 3 Rciaabil:itation Project, City Project Na. 103048; and WHEREAS, Pz•incipal binds itself to use such materials and to so consh uct the Work in accordanee witli t�e plans, specifications and Contract Docutnents tlaat the Work is and will t�ernain fi•ee from defects in materials or workinausliip for aud during �lie period af t�vo (2} years af�er the date of Final A,cceptance of tlie Work by tlie City {"Maintenance Pe�•iad"}; and WH�REAS, I'rii3cipal binds itseif to repa.ir or reco�lstruct tl�e Work in wliole or in part upo�� recei�ing notice fi•om tl�e City oithe n�ed tl�ere%r xt any time witl�in the Maintanance Perind. Rand No 301341`{5 ICNOW ALL BY TH�S� P12CS�NTS: Ci'�Y OP FOR�' WORTH Guglc Mountxi�i WTP Clearwcl! No. 3 Rel�ab CONSTRUC'['ION SPGCIrICAT]ON DOGUNiCNTS City ProjecF No. L03048 Jtdy 202 [ 04Gt l9 IvitiiN'f'CNANCE E30NCl F'agc 2 of 4 NOW TI�RE�OI2�, !!ie coildrtio�i oE'this obligation is s��c1i tliat if Principal slla[l reinedy any ciefective Work, for which timely ftotice was provided by City, to a co�nplction satisfactoiy fio the City, then this abligation sha[I becn.me uull si�d vaici; other�vise to remaii� iE� full force atzd effect. PROVID�D, HOW�V�R, if Prit�cipal shall fail sa to t•epair or recoiistruct any timaly noticed defective WorEc, it is a�reed tl�at the City may cause aa�y a.iad a[l sucli defective Woa•lc to be �•el�ait•ed a�ld/a�' z•econst��ucted witl� all associated casts t��areof being boriie by ti�a Principal and the 5urety Luider tEtis Maintenance l�ond; and PROV]DED FiTRTH�R, thAt if any legal actiqn be �'iled on t�iis 13ond, venue slfall lie in Tari•ai�C Co��nry, Texas or the L3nited States District Court for the Norti�ei�1 District af Texas, Fo�-t Worth Division; and PitUViD�D FURTH�R, tl�at tl�is obligation sl��ll be continuows in nature and successi�e recove�•ies may be had hereon for suacessi�re breaci�es. CITY ar FORT WflILTIi Pegle Iv�ountain WTP Cleanvcli Alo. 3 ftehflb CONSTRU��'[ON SE'�C[['ICATIOAf DOCUMGN'I'S Ci[y Projec€ No. 1070�18 J �dy 2021 00 6l 19 MAINTENANCC ROND Page 3 af4 IN WITN�SS WHEREOF, the �'rincipal ai�d the Surety have each SIGNED a��d S�ALGD this instrurnent by duly �tuthorized agents and officers on this ihe _��'91� day af ��T`:_ �t��r , 20�. ATTEST: � i � ' �� t • �_ . {Prii�ipal) Secretary ' � �' -- . ��_ . _ . _ � ► _ , � _ ��.. �i � ��Jitness as to Principal ATTES� , . i . � - _ � _ - (Sure�} �v�cn�cx _ � Donna M. Rpbie,..p�ttorney-in-Fa�t r � _ -� �-�• —n , _ _ ( Witness as ta S-ur�ty , ,y��r,,` ��, .� �+N �� ' : � � : ....s,.;�� ,�i PRiN�IPi�I-.. 0 4. a� �' a � :: DN Tanks LLC ` � �� o 0 0 n i � , � �� ' f�w � • i LUCU � 4 i q BY. ,� `� •. •' � _ 1 , �� ' •I ,,�0 Signat�ure '•,,�E�AWA�� •• i ''��.��'''�, ��:F; eD��e�-..�.��:�� • �-.•: �_`• r'r Name and Title Address: 4'f 0 East �"rinity Blvd. Grand Prairie, TX 75050 SiJ R�TY: Continental Casualty Company �_ I3Y: - � -,,.�� 5i atu�re � _, ChrEstina D. Hickey, Attorney-in-Fact. Name and Title Address: CNA Surety 53 5tate Stre�t Boston, MA 02109 Telephone Number: 6'! 7-994-4300 #Note: If sigaed by an of�cer of the Surety Company, there must be on file a certzfied extract frotn the by-laws showing that thzs person has authority to sign such obligation. If S�arety's physical address is different fro�n its mailing address, both must be prnvided. The date of the bond shall not be prior to the date Yhe Coni:ract is awa�•ded_ CITY OC CORT WORTH CONSTRTJC'1'ION SPECIPICATION DOCUIv1EAITS .laly 2021 Eagle Mountain W7'P Clearwell Plo. 3 RekiaU Cily Projenc No. 1030AS on �i t� M1AIN"CENANCE E30ND Page � o f A TI3IS PAG� INT�NTIONALLY L�FT BLA.NK CITY OC CORT WOILTH Eagle Mountain G1rTP Clcarn�cll Nn. 3 Rchab COhISTRUCT'IbN SPCCIPICATION DQCUMEI�lTS Cily I'rojecl IVo. 103045 July 2021 �faie of Tex�.s Clairt� Notice Endorsement To be attacl�ed ta and form a parl of Bond No 30134115 In accoz'daz}ce v�rith 5ectzoz� 2253,Q21(i} of the Te�as Government Cade at�d Sectio�} 53.202(6) of the Texas Property Code ar�y nofice of clain� to fhe named sur�ty und��• ti21S I7DriC��S� S�7QU�.CI i� 5�I]� �Q: C�,E�, �Ul'B� 33� sQ�� w�b��n Chicaga, ZL 60644 Tele��one: (312) 822-50Q0 rornt rG944 P�W�R Ol+ A'I"I'OR�I�Y APPO[1riTING [NDIVIDUAL ATTORN�Y-IN-FACT ICnoiv All Men Bp Tliese Presents, That Continental Casualty Compa�iy, an Illinois insurance compsity, Alational Fire Insur�nce Company of Harlford, an Illinois insurance c.ompany, and American Cxsualty Campany of Re�ding, I'ennsylvar�ia, a Peni�sylvtuii� insurance company (he�•e.in calfed "the CNA Companies"}, ai�e duly nrgenized and existing insur�nce campanies having tlyeir principal offces in the City of Chicngn, and State of Ilfinois, and tf�ai they do by virtue of the signftt�n-es and seals herein affxed hereby make, constitute and appoint Trank J Smith, ]]onna M Robie, Cl�ris.tiva D HicIcey, �1leu ,� Young, Mark L 1Ciugstnn, Rutli Ann SiIverman, Ginette R Tentittdo, John F�negel, T�ra L Clifford, Indi�idually of Natick, MA, their U•ue a�d lauvful Atto�•ney{s)-in-�act with full power and authority hereby confera�sd ta sign, seaf and execute for and on their behaif bonds, underfakings and ather obligatory insU'uments of sirnilar nature - Iii Unlimifed Amounts - and �a bind #hem thereby as futty arrd to the saine exkent as i#'suah instivments were sigi7ed by a duly authorized officee af thei�' ir�surance co�npanies and all the acts of said Atiorney, pursuant to the autharity he�•ehy given is he�eby rati6ed and confirmed, This Power of Attoimey is made and executed pursuant to and 6y authority of tl�e By-i.aw and Resofutious, printed on the rcverse herepf, duly adopted, as indicated, Uy th� Hoards of Direetors of ihe insurance comp�nies. In Vlritness Whereof, the CAlA Companies have caused these presents to be signed by their Viee President and tl�eir coipnrata seals to 6e hereto afFixed nn Fhis 22nd day of 3une, 2021. ��, C��U�t�r} w��SUR,yN� `�„�r o� Cantinental Casualty Company �� F �a �o, i�ational F'ire Insu��ance Company of Hartford '� �onPpR�r� � � �+�yCORPGRq�fp � American Ca Ity Company of Re ding, Pennsylvania �i 5EAL � � �� ulsuz �' dr� 1Eg7 � NAR"�F�� Pau1 T. Bru�lat ce President 5tate of Sauth 17akota, Ca�nty oP Minnehal7a, ss: On khis 22nd d�y nf June, 2021, Uefnre me persanally came Paul T, Bruflat to me ki�own, wha, being by me daly s��+arn, did depose and say: that he resides in the City of 5ioux Falls, Siale of South Baicota; that he is �t Vice President of Continental C�sualty Company, an llllnois insurance company, National Fire fnsurance Company of I�artford, an iliinois insurance company, and American Casualty Compa�ty of Reading, PennsylvAn9a, a Pennsyl�ania insurance company described in and which exeouted the above instrument; that h� knows the seals of said insurance eo�npanies; that the seals affixed to the said insteument nre such corpoeate seals; that they were so affixed pursuant to autho�•ity,given 6y the Soards of I�irectars of said insurance companies anci khat he signed hls name thereta pursuant to [ike auihority, and acicnowiedges same to be the act and deed of said insurance campanies. } Stiti Y Yh 5 y'� y y y�y 4NN N N W.444 1 M.B�N7 � r HOTARYPIIBI,IC + � $�A�' &QUTH �AKOFp $ L f �N6HM4tibFtiyrySNhNh44ON4MY+ My Commission Expires Maref� 2, 2p26 M, Bent Notaiy Public CERTI�ICATE I, D. Joltnsan, Assistanf Seeretary nf Cantinental Casualfy Company, an Illinois ins�arancecompany, I;Iational Fire Insurance Company of Hartford, an Illinois insurance campany, and American Casualry Campany o£Reading; Pennsylv�nia, a Pennsylvania insurance company do he�•e6y ceetiCy that the Power af Attorney herein ss6ove set farth is still in force, and further certify tl�at the By-L�w and Resalution of the Board of Diract�rs of fhe insurance campanies printed on the rev:erse hereaf is still in force, In testimony wliere�f I have hereuilto su�setibed trty name and affixed the seal of the said insurance companies this day of ��.�'��ALry y �x��►R e ��yVANYOR�, Continental Casualty Company ti�� F � Nationai F'ire Insurance Cnmpany of Hartford `� �oaPoa,sr� � ��CORFORqrfp � American Gasualty Comp�ny of Reading, Pennsylvania � . _ � � °V SEAI � � �� ,�� isui !' r�; a 1B9i � HAFI�Fd� � � � — D. Johnson Assistant 5ecretary Far�n F6853-4/2Q S 2 Go to www,cnas�tret�.cam ��wner / Ohlfgee Services � Validate Bond Cov�rage, if yau want ta verify faand authentfciEy, INS[JR�D: oNzanks, [.�.c POL.ICY#: B�P833fi73610 POLICY PERI�D: 05l0112421 `�Q; 05/01/2022 4. Loss Payment — Physi�al parnage Cove�ages At our optlon, we may; a. Pay for, repair or replace damaged or sko{en property; b. Retum the stolen properly, at our expense. We will pay fot' any damage that results fo ihe "aufo" irom the theft; or c. Take all or any pa�f of the damaged or stolen prap�rty at an agreed or appraised value. If we pay for the "loss", our paymenk will include the appl�cable safes tax fnr the damaged or siolen property. �. Transfer Of Rights Of Recovery �gainst Dthers To Us [f any person or organlzatfon io ar for whom we rr�ake payment under t}�is Caverage Form h�� rlghts to recover damages from another, those rights are traRsferred to us, T�af person or organization musi do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair th�m. B. Generai Canditfons 1. �3ankruptcy Ban�Cruptcy or insolvencyaf the "insured" kr th� °insured's" estate will not relfeve us of any abligatians under khis Co�erage Form. a. Cr�ncealment, Misrepresentatlon Or Fraud fhis Caverage Form is void in any cas� of fraud by you at any tima as ik relates fo this Coverage Form. Ik is also void if you or any otE�er "insured", at any time, intenfionally conceals or misrepresents a material fact conceming: a. This Co�erage Form; b. ihe covered "auta' ; c. Your fnierest in fhe covered "auko"; or d. A clalm underthis Caverage Form_ 3. Llberallzation If we revlse fhis Coverage Form to �rovid� more coverage withouf addiiional premium charge, yaur policy will autamaiically pro�ide the additional coverage as of the r�ay rh� revision is effective in your skate. 4. No Benefit �'o Bailee — Physical IDamag� Coverages We will not recognize any assignment or grant any coverage for the beneflt of any person or organization halding, storing ar #ransporting praperfy for a fee regardiess af any o#her provislan of this Coverage Form. �. Otherinsurance a. For any covered "auto" you own, fhis Coverage Form provides primary fnsurance. For any covered "auto" you dan'f own, the insurance pro�ided by this Coverage Form is �xcess over any other collecfibEe insurance. Hawever, while a covered "auko" which is a"#raller" is connect�d to anather veh[cle, the Cavered Autos Liability Coverage this Coverege Farm pr�vides for the "trailer" is: {1) Excess whlle it Is connected to a motor ve�icle yau cfo not own; or (2) Prirnary while It Is cor�nected to a cavered °auto" �f�!i �WI1. b. F'or Hfred Au#o Physical Damage Coverage, any co�ered "auto" you lease, hire, rent or borrow is deemed to be a co�ered "auto" you own. However, any "auto" that is feased, hired, rented or borrawed with a driv�r fs not a covered "auto". c. �teg�rdl�ss v[ Rli� pr�VFsaons o� Pae��r��s�r a, a�n�re, Ihis C:ovQ�a�e �orn�'s Co+rc�r�d Aulos �I,�hl3i�y �ov4ra�e �s prima�y Inr s�rtiy klaL�l�ily ryss�+�ned u��der ar� "�rrsur�ci c;ankr��l". d. 'When thfs CoVerags Farm and any €�ther Coverage Form or policy co�ers on the same basis, ei#her excess or prlmary, we w[II pay only our share. Our share is the proporiion that the Lim9t of Insurance ai oL�r Coverage Form bears to the total of the limi#s of alf khe Coverage Forms and policfes cavering on the same basis. 6. Premium Audit a. 7he estimafed premium for this Covarage Form is 6ased on the exposures yau tald us you would have when this poficy began. k►!r� wilf compute the fihal prem9um due wh�;n we datermfne your actual exposures. The estimated total premium wfll be credited agalnst the final premium d�e and ths firsk Named Insured will be bqled for the balance, if any. �he due dete for the final premium or re#rospective pre�t'�ium is the date shown as the due date on th� bl1J. lf the estirnated total premium �;:rP?�+s ��a final premiut� due, the first Nameci lnsured wil� get a refund. b. If this policy is Issued for more than one year, the premiur� far this Coverage Form will be computed annualiy based on our rates or premiums in effec# at the begihning of each yearof ths policy. CA DO �1 1013 O Insurance Servlces Offica, fnc,, 2071 page 9 of 12 IIVSURED: DN Tanlcs, L�C POLICY #: BAP933673fi10 POLICY PERIbD: n5�o��zn2t To osiov2o22 ��M��aa�a� Aura Clq p4 44 43 �I 0 THIS END4R5�M�iUT Ch1ANG�S TH� POLI�Y, �L�ASE I��AD IT �AREFUL�Y, VUp►111�R �F T'I�Af��F�R C�F ��F��'� �� R�C�1S'�I�Y ��+li��i �T'H�l�� iC� 1�� (�A14�� C�� ilJ��AilaiV� This endorsement modifies insurance provicled under the following: B1151NC55 AUTO C4V�RAGE FORM BUSINE55 AUTO Pi-IYSICAL DAN4AGE COVERAGE FC]RM GARAC3� C01�RAG� FORM MOTOR CARRIER COVEF2AG� FORM Tf2UCICEF25 GOVERAG.E FQRM With respect to coverag� pravidecf Y�y this endorsement, the prov'tsions oP tl�e Cauerage Form apply unl�ss m4cii- (ed by I�e endo►sement. 7his endorsement changes the policy �if�.cti�e an I�ie inceptian dat� of the palicy unless another date is indicated befow�. SCH�Clt]L� Name(s) Of Person(s) 4r Organ[zatian{s): ALL PERSQNS AND�ORQRGA�IIZA7lOI�STHATARE R�QIJIREfJ BY WRITTEN CQMRACf i71i AGREEMEN7 WfCH 7HE iA15UREd, EXECLiiE� PRIOR TO7HE ACCEbENT 6R LOSS, THAT WAIVERAF SUBRQGAT]G1N BE PROill�E6111U0ER TH15 POLICY Informat'tan requlred to compleie Eh[s Scheduie, i( not sho+Nrt aboVe, will be shawn in the �eclaralions. The TfansFer Of Rights Of Recavery Against Oth- ers To Us Conditlon daes not ai�pl� to fhe �ersan(s) or arganization(s} shawn in 4E7e 8chedule, h�t oniy ta the �xtent thaf subrogation is waived prior ta the "ao e9dent" ar the "loss" under a cantract with [E�at persan nr arganization. GA 44 44 43 90 c� Ins�uance Servioes Ol�iae, Inc_, 2�09 Page T af 9 Wo�ers IQuwer financial Services � Uniform Forms'0'` INlSUR�D: C7N Tanks, LLC POLICY #; gRP93367361a POLICY PERIOD: �.�lot12ti21 T� 051�3I2022 COiVINI�RCIAL ,�UTQ C�t 20 �48 (}2 94 THIS �NDORSEIVY�N'1' CI�.�IG�S'I'H� i'OLICi', PLEAS� R�AD IT CA17��'ULLI'. n�cszc��T�n iNSU��n This endarse�t�ent ntodifies insuranca �rovided under lhe fallo�vpi�: BUSII�SS AUTO COVERrIG� FORM GARAGE COVER�IGE FOI�]vI A+IOTQR CARRT�R COVERAGE FQI{�l�i TRUCKERS COVERA�E FORM ��ith raspecl ta caver�ge pra��ided [�y this endorsement, the provisions af the Cove�Ege I�ann a�gly unless �n�difieci 6y this endorsemenl. This endorseineni identifies person(s) or organization(s) who are "in5�ureds" uncler the I�i'h� Ts An Tnsured T'rovision Qf t��c CoYerage Fonn. This endorset�ient does not atter coverage �xot�ided it� lhe Coverage Fonn. This andorsemant changas ihe policy affecti��a on the incept.ion date af the �oliey unless anot�►er date is indicatcd 6elol��, Cot�ntais.igt3ed By: sARNEY & BARN�Y, l.�C (Aufharized Represei�i�iive} SCHET�ULE N�aa�e of PeF�so��(s} ar Ox•gimizHtifln(s) : Any person ar organiza#ion where the named insu�ed has agrsed by written contracf �xecutad prlor ta the date oF the accidsnt, to provide additianal insured status to such p�rson or arganization. (If ua ekitry appears aba�re, irifozx��a#ion requireel fo con�plete tltis endo��en�e�if ��ifl Ue sliow�� in tlie Decl�rations as 1pplica6le tn tlte et�dorsemet�t. ) E�tcl� pe�•son o�• orga�vzati.oit siio�vu iu tlie S�liedule is ai� "itistu•ed" for LiaUility Co��erage, �]El� d11Ij� i0 tl�e e�-t�nttliat person or orgaivaatio�i qt�alifies as �t� "i��sux•ed° u��dar the Wl�o Is �ltz Iz�sti�•ed Pto��ision contained in Ser�ou 7T of the Coverage T'oi7�i, CA 20 48 D2 99 � I��sw�ance Services Office, Inc., !99$ II�[SURED: pN Tanlcs, LLC POLICY �'-: GLa9336735'f 1 PQLICY P�RIOa: o5ia��zn2� Tp a5�oi�zozz comm�actA�. c�N�e�a�. t�Aa�w�Tr c� za aa �s os 1�11fA11l�� i��N�FER �F Ri�Hi� ��' ��V��Y r4C�Ali��T' C)�'H�R� ip U� 'ihis endorsement inodiffes insuranca pro�idecl unrier #he following: COMMERCIAL GENERAL L1AB1LI7Y GOVERAGE PART pRdbUCTSlCOMpL�T�p QPERATIONS LIABILI7Y COVERAG� pART SCHEDULE ame af Person Or prganization; Where required by wriften c�ntract n orma ion rE uir o com e e is c u e no s own a ove w� � s own in e ec ara ions. 7h� following is added to Paragraph 8. Transfer Of Rlghts Qf R��oVery Against E?thers 'to Us o( Sectibi� LV — Cai�ditlons: We waive any right of recavery we may ha�e against the person or organization shown in the Schedule abave beaauss oF payments we make for in�ury or dama�e arising out of ynur ohgaing aperadons or "your work" done und�r a contraci witli lhat person ar organization and lncluded in the "products-comptet�d aperations hazard". 7his waiver applies anEy io the pe�son or or�anizafip� shown in the 5chedule above. CQ 24 Q4 05 D9 t� Insurance Setvices Of�ioe, Ina., 2048 Page � of 1 If�fSUREp; DNTanks, LLE POLICY#: ��-Q333B78591 POLICY PERIOb: asro��zaz� TO: a5�a�12az2 THfS ENDORS�IUI�NT CWANGES �HE POL�CY. PL�ASE RFAD IT CAR�FULl.Y. ��I��l�i�� IV�i��1�Tl�h� ��J��} G�f��AL A��i� �lil��`� This endarsement modifies insurance provided under #he follvwing: COMMERCIA� GENERAL LlABiLITY COV�RAGE PART SCHEbUL� A GEI�ERAL AGGREGAT� I,IMI'� 2-iPPL��S TO �ACH CONSTRUCTION PRO.TEC'F WHE�t� THE 1VAMED INSUR�b �S P�RFORMTNG OP�RATIQNS, HOWEVER, A GEN�RAL AGGR�GAT'� L�MxT DOES N�JT' APPLY TO ANY CONSTRUCTION PR0�7�CT WHER� 'TAE NAMED II�TSUktED xS PERFORMING OPERATI�I�iS THAT ARE INS[11��D UNDER A WRAP iJP QR ANY 0'�HE�i CONSOLIDATED OR SIMILAR INSURANCE PROGRAM. A. For all sums which #he insured becomes legally obligated to pay a5 darr3ages caused by "occurrences" under Sectian I—�overage A, and for al[ medi�al expenses caused by accidents under Section I—Ca�erage C, whiah can be attribu#ed oniy to ongoing operaiions at a single designated construction praject shawn in th� Schedule above; �. A separate Designated Conslruction Project General Aggregate Limit applies to each designated consfruction project, and that limit ls equal to the amount of the General Aggregate Limit shawn in the tieelarations. 2. ihe besignated Const�uction Praject General Aggregate Limit Is the most we wlll pay ior tt�� sum ai all damag�s under Caverage A, exc�pt damages becauss of "�odily injury" pr "proCaeerty damage" inclucEed in the "producis- completed operations hazard", and {or r�edical expenses under Coverage C regardless of the num�r af: a, Ins�reds; h. Claims made or "suits" broughi; or a. Persans ar arganizations making claims or bringing °suits". 3. Any payments made undar Coverage A far damages or uncler Go�erage C for n�edica! expenses shall reduce th� Resignated Construction Praject General Aggregate Limit ior tf�at designated construction project. Such payments shall not reduee the General Aggregate Limit shown ir� Che Declarativns npr shail they reduce any other besignated Canstruction Project General Aggregate L.imit ior any other designated construction proj�ct shown in tl�e Sc�edule aE�ove. 4. ihe Ilmits shnwn in the Declarations far �ach �ccurrence, Darnage To Premises Rented 7a You and Medical Expense coniinue to apply. Howe�er, instead of being subject to #he General Aggregate Limit shown in the Declarations, s.�ch limits will be su6ject to ihe applicable designated Gonstruction Prolect General Aggregate Limit. CG 25 a3 05 09 O Insurance Services Offic�, Inc,, 2008 Page � of 2 p B. For aq sums which the insured becarr�es legally obligated tn pay as damages caused by "accurrences" under Section t— Coverage A, and far all medica� expenses ca�sed by accidents under Section I--Caverage C, which cannot be atEributed only to ongoing operations at a single designated construction project shawn in the Schadule above: i. Any payments made under Coverag� A for damages ar under Coverage G ior medical exp�nses sl�all reduce the ar�ouni available undEr the General Aggregate Limit or the Products-completed Operations Aggregate Limit, whichever is applicable; and 2. Such paymenis shall nat reduce ar�y Designated Co�siruction Project General Aggregaie Lirnit. C. When cover�ge ior liabiliiy arising out of the "�roducts-completed operalions hazard" is provided, any payments ior damages because of "bodily injury" or "property damage" inciuded in the "prociucts-completed operations haz�rd" will reduce the Produ.cts-cornple#ed �peratians Aggregate Li�nit, and nat reduce the G�neral Aggregate Litnii nar the Resignated Construction Project General Aggregate Limit. �. 16 the applicable designated construetian pro)ect has heen abandoned, defayed, or abandoned and fhen restarteol, or i( the autharized contractin� parties deviate from plans, blueprints, designs, specifications or timetables, the project wifl st911 be deemed io f3e the same canstruct�on prajeet. �. 7he pravisions oi Section Iff --Llmits Of Insurance not otherwise modified by fhis endorsement shall continue to apply as stlpulated. page 2 of 2 O Insurance Services Oifiee, I�c., 20D8 CG a5 03 D5 09 d INSURED; DN Tanks, LLC POLICY�; BpP933B73610 POLICY �ERIOD: 05�o��2ort Yp; osio�izoz2 COMMERCIAL AlJTO CA D4 4410 93 TFiIS �N90RSEMENT CHANGES TH� POLICY. PL�ASE R�A� [T CAREFULLY. l�Al!l��, �F TRAI�S�'�� ' RfCbTS OF ��!l�RY �4GAlIV�i �`ib�i�� T� �I� �1lV�►IV�R ��' �LI��,ATIO[V) 7his endorsemenl modifies insurance provided under tf�e following; AUTO p�AL�R5 COV�RaGEFORM BUSI�lESS AUTO CQV�RAGE FORM MOTOR CARRIER COV�RAG� FORM With respeci to coverage provid�d by this endarsement, the provisions of the Couerage Farm apply unless modified by the endorse�nent. T'his endorsemeni char�ges the policy efFectl�e on ihe inception date af the policy unless another daie is indicafed below. Named Insur�d: �ndorsement Effective Date: SCHEdULE Name{s) Of Person(sj Or Organization(s): ALL P�RSONS ANDIOR QRGANIZATIONS THAT ARE REQUIRE� BY WR�TTEN CONTRAGT �i� AGRE�M�NT WITH THE INSURED. �XEGIJ�'�b PR�OR TO THE ACCIdENT OR LOSS, TH11T WAIV�R OF SUBROGATION BE PRQWIDED UNG3�R THIS POLICY. Inforrttatian requir�d ta complete this Schedule, if not shown abav�, will be shown in the Deciaraiians. Th� i"ransfer Of Rights Of Reco�ery Against Others 'Ta Us cnnditinn dpes nvt apply to the person(s) or organizafion(s) shawn in khe 5chedule, hut only to ths extent fhat subragation is waived prior to the "accident" or the "foss" under a contract with thak person or organizat�on, CA 0�4 A�a 10 13 O Insurance Services Office, Inc., 2011 Page 1 of 1 INSUR�D: p1V Tanks, LLC pOLICY#: GLq833673511 POLICY PERIO�: a�lo112oz1 70; o5�auzo2z � Addi�iona� Zn�u�ed -- Autoinatic -- ��vne��, �es�ees �p �� Contra��o�s THIS �I��ORS�M�Ni' CHAiVG�S TM� P�LICY. PL�AS� REAd IT CARE�ULLY. 7his endorsement modffies insurance provided �nder the: Commercial General Liability Coverage part A. Section II � Who Is An Insured is amended fo include as �n additlonal (nsured any person or organizatian wham you are r�quired to add as an additional insured under a wr�tten cantrac# or wrilten agreement exec�ted by you, 6ut anly with respect ta Ilability far "bodily injury", "property damage" ar "personal and advertising injury" and subject to the following: 1. If such written con#raei or wrif#en egreement specifically requlres ti�at you provide that khe person or organization be named as an additional insured under one or both of Ehe following endorsements: a. The Insueance 5ervices Office pS�) ISO GG 20 10 (10101 sdikian); or b. 7he ISD CG 20 37 (10101 edition), such person or organization Is then an additional 'msured wikh respect to suc� endorsement{s), but only to the extent that "bacEily injury", "property damage" or "persanal and advert[sing injwry" arises out of: (1) Your angoing operation5, wlth r��oec� t� r��:ti�raph 1.a. above; or (2} "Your work", with respect to �aragraph 7.b. above, which is t�e subjecf of the written contract ar uuritten agreem�nt. Hawever, so[ely with respeci to this Paragraph 1., insuranca afforded io such addiiianal insur�d: (a} Onfy applies if the "bodiiy injury", "prnperty damage" or "personal and advertising injury" of#ense occurs during the palicy period and subsequent to your execution of the written contract or written agreement; and (b) poes not apply ta "bodily injury" or "propertJr damaae" caused by "your work" and Included with�n #he "products-campl�ted operat'ions ha?ard" �in1Ps� the �written ,:ontract ar writEen agreement speci�cally rec�uires fhat you provide such coverage ro such additiona! fnsured. 2. If such writfen contract or wrii#en agreement :�ecificall,y r��;�ires �hat you �ravide tMat khe person or organizakion be named as an additionai insured under one or bvth o� t�e following endorsernents: a. The Insurance 5ervices Office (150) 15o CG 20 10 (0710� edition); or b. The 150 CG 20 37 (07ID4 edition), such person or organization fs then an additional insured with respect to such endarsernent(s}, but only ta the extent that "bodiiy injury", "property darnage" or "personal and advertising injury" Is caused, in whole or In park, by: (1) Your acts or omissions; or (2) The acts ar omissions of those acting on your behalf, EJ-GL-21$2-A GW (02l19) Page 1 of 4 �ncludes copyrighted materlal of Insurance Servfces Office, Inc., with Ils permission. in the performance of: (a) Your ongoing operations, with re5pect ln Paragraph 2.a, above; or (b) "Ypur work" and included in the "products-�ompleted operations hazard", with respecF ka Paragraph 2.b. s.bqv�, which 15 the su6ject of khe written contraci or written agreement. However, solely with resp�ct #o this Paragraph 2., insurance atfordec� to such additlonal insured: (i) Only applies if the "bodlly in�ury", "property damage" or "p�rsonal and advertising injury" offense occurs during the pnlicy perind and subsaquent to your execution of the wriften contract or wri#ten agreemer�t; and (ii} paes not apply to "badily injury" ar "ptoperfy damage" caused by "your work" and included within the "products-camplefed operations hazard" unless the written cantract or wrilten agreement speeifically requires that you provide such caverage ko such additional �nsured. 3. If neither Paragraph 'E, nar F'aragraph 2. above apply and such wrilten contract or written agreement rec{t�ires thak you provide that the person ar organizatian be narned as an additiona! insured: a. Under the lSCJ CG �0 10 (04193 editinn, any subs�quent edition nr if no adition date is specified); or b. Wiih respect fo ongoing ope�'atio.ns (if no form Is speci�ed), suc� person or organization is then an additiona[ insured only to the ex#enf thai "bodily Injury", "properfy cEamage" or "personal a�d advertising injury" is ca�tsed, in whole or in part by: (1) Your ac#s �r omissions; or {2) The acts or ornissions ofi those acting on your beha{f, in the perforrnance of your ongoing aperations, which is the subject of the wriften cdntracf or written agreemer�t. However, solely with r�speet to this Paragraph 3., insurance aifiorded to such additional insured: (a} Only applies io khe extent permitted 6y law; (b) Will nok be broader than that which you are required by the written contract or 4vritfen agreement ta provide for such additionaf lnsured; and (c) �nly ap�lies Ef the "bodily injury", "prnperty damage" or "personaf and advertising injury" offense accurs eEuring the palicy period and subsequent to your execution of the w+ritten contract or wrEEten agreemer�t, �4. If neithar Paragraph 7. nor Paragraph 2. above apply and such wri#ten cantract or written agreement requires that you provide that the persan or organization be named as an additional insured; a. Und�r the ISO CG 20 37 (04193 editian, any subsec�uent edikion or if na edition date is specified), or b. Wi#h respect to the "praducls-completed operations hazard" (if no form is specified), suc� person or organization is then an additianal insuree! only to the extent that "bodily inj[�ry" or "property damage" is caused, in whole or in parf by "your work" and included in the "products-completed aperakions hazard", which is fhe subject of fhe wrlEten cnntract ar written agTeerrient. Nowever, solefy with r�spect to f1�is Paragraph 4., insurar�ce afforded to such addltfon.af lnsured: (9j Only applies to the extent permit#ecE �y law; (2j Wifl not be broader t�an tt�at which you are requirad by fhe written contract or writtert agreement to prov'tde for such addltional insured; (3) Only applies if the "badily injury" or °prope�ty damage" occurs during the policy period and subsequent to your execution of fhe wrilten cpntract or written agreeme�t; and (4j Does nof app[y to "bodily i�jury" or "properiy damage" caused by "your work" and included within the "products-completed opera#ions hazard" unless the writ#en contracE or written agreement specificaliy ret�uiras Ehat yo�t provide sucY� coverage to such additional insured. W-Gt-2182-A CW {02119) ' Pege 2 of 4 Inc[udes copyrighEed maiariaE af Ensurence Services O�Ice, Inc., wllh its permission, B. Solely with respect to #he insurance afforded to any additional insurec! referenced in 5ection A, of this endorsement, th� foflQwing addifinnal exclusian applies; 7his Insurance does no# apply to "bodily injury", "property damage" or "personai and ad�ertising i��ury" arising out of the rendering of, or failure to render, any prafiessional architectural, engineering or surveying services including: 9. The preparing, approving ar failing to prepare or approve maps, shop drawings, opinions, re�orfs, surveys, fieid orders, change orders or drawings and specificallons; or 2. Supervlsory, inspectinn, archiiectural or engineering acfivities, This exclusian applies even if the claims against any insured allege �tegllgenc� or other wrongcioing in the supervision, Y�iring, ernplaymenE, trair�ing or mon�toring of others by that �nsured, if the "occurrence" which caused the "badily injury" or "praperEy damage", or fhe ofFense whlch caused the "persanal and advertising injury", irovolved the rendering nf or the failure to render any professlanal arc�itec#ural, engineering ar surveying services. C, 5olely wifh res�ect to the coverage provided by this endarsement, the following is added ta Paragraph 2. buties In The Ev�nt Ofi (3ccurrence, Offense, Claim Or 5uit of Section IV — Cornmerclal General L'raqility Gonditions; 7he additlonal insured must see to It fhat: (9 ) We are natified as soon as practicable of an "occurrer�ce" or offense that tnay resu.it [n a claim; (2j We receive wri#ten nntice of a claim or "suit" as soon as practicable; and (3) A request for ds#ense and indemnity of the cEaim ar "suil" wiil pramptly be brought against any palicy issued by anofher insurer under which the additional insured rnay he an insured in any capacify, 7his provision does not apply to insurance an which th� adcfitianal insured is a Named Insured if the written eontract or written agreement requires that this co�erage be primary and non-contributory. D. Splely with respec# to the coverage provided by this endarsemen�; '1, The �ollowing is added to the Other fnsurance Condition of 5ection ]V — Commercial Gen�ral l.iahifi#y Conditions: Primary and Noncontributary 'rnsurance This insurance is �rimary ta and wili not saek contribution f�am any other insurance available to an additianal insured provided that: a. 7he additinnal Insured is a Named �nsured uncter such o#her insurance; and b. You are required by writfen contract or written agreement that this insurance be primary and not seek contribution frorn any other insurance available ta tF►e additional insured. 2. The following paragraph is acided to Paragraph 4.b. of the Other Insurance Condition under Section 1V — Comrr�ercial General Liahilify Canditians: This insurance Is excess over: Any of the ather insurance, whether pritnary, excess, contingent or on any other basis, avaifabfe to an additional insured, in which the additional insured on our policy is also co�ered as an additional insured on another policy providing Coverage for the 5ame "occurrence", offense, claim ar "suit". This provision does not apply to any policy in which the additional ins�red is a Named Insured ors such ather palicy and where our policy is required by a wriften contract or written agreement to provide covera�a to the additianal insured an a primary and non- confrlbutary basis. E. Thls endorsement does not apply to an additional insured which has besn added ta t�is Coverage Part by an endorsem�nt showing the additional insured In a Schedule of additionai insureds, and which �ndorsemeni applies specifically ta �hat identified addifional insured. F, Sol�fy wilh respecl ta the insurance afForded to an additional ins�red under Paragraph A.3. or Paragraph A.4. of this endorsernenf, the following is added tp Sectlan IIl -- Limits Of Insurance; Additianal Insured -- Autamati� — Owners, Lessees Or Contractors Limit The most we wilf pay on be�alf of the additional insured is fh� amount o# insuranc�; U-GL-2162-A CW (02119j Page 3 of 4 InGudes copyrighted rrraterial of Insurance Services pffice, Inc., with ils perm€ssfon. '�. Required by the wrikten contract or written agreement referenced in Secfion A. of this endorsement; or 2. Avaiiabje under fhe applfcablc L.irnits of Insuranae shown In the beclaratians, whichever Is less. This endorsement shall nat increase #he applicabfe Limits af Insuranae shown in the beclarations. All othe.r terms, eonditions, p�-avisions anr� exclus.ions of this poGcy remain the same, U-Gt-2162-A CW (02I19) Page q oi 4 lncludes copyrighted material of Insurance Services Office, Inc., with it� perrr�isslon, ST�CiDARY� (��ENEl�� O��T�OI�TS ��' 'T�iE C�1�TSTIZU�'Y'I011T C011T'�`��'I' CITY OF FORT WORTH Eagle Mountain WTA Clearwell No. 3 Rehab CONSTRUCTION SP�CiFICAT[Ot�S DOCUMENTS Ciiy Project No. 103048 ]u9y 2021 TWIS PAGE IhlTEN7IOIVALLY �EF�' Bl.Af�K C1TY OF FORT WORTH Eagle 1Vlountain WTP Clearwell No. 3 Rehab CON5TR1]CTIOi�I SPECIFICAT[qN DOCUMENTS CiTy Projeck Nq. 143048 July 202] STANDARD GENERAL C�NDITIONS �F THE CONSTRUCTION CONTRACT TABLE OF COI�TTEI�TTS Pa�e Article 1— Defuutions and Ternunaingy ..........................................................................................................1 1.01 Defined Terms... ............................................................................................................................1 1.02 T`ernunolo�yy ..................................................................................................................................6 Article2-- Preliminary Matters ......................................................................................................................... 7 2.01 Copies of Documents .................................................................................................................... 7 2A2 Commencement of Cantract Tune; Notice io Proceed ................................................................ 7 2.03 Starting the Work .......................................................................................................................... 8 2.04 Before Starting Construction ........................................................................................................ S 2.05 Preconstt�uction Conference ............................................................ 2.06 Public Meeting ............................................................................... 2 07 Lnit' 1 A t f� 1� d les ................................. 8 ................................. 8 . �a ccep ance o c e u ....................................................................................... R Article 3— Contraet Documents: Intenf, Amending, Reus� ............................................................................ 8 3 . O 1 Intent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 3.02 Reference Standaz�ds ...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies ....................................................................................... 9 3.04 Amending and Supplementing Contract Doeuments .................................................................10 3.05 Reuse oi Documents ...................................................................................................................10 3.06 Electronic Data ............................................................................................................................ l l ArticIe 4— Availa4�ility of Lands; Subsurface and Physical Conditions; Hazaardous Environrn�ntal Conditions; Reference Points ...........................................................................................................11 4.Q1 Availabi.lity of Lands ..................................................................................................................11 4.02 Subsurfa.ce and Physical Conditions ..........................................................................................12 �.03 Dif�ering Subsurface or Physical Co�ditians .............................................................................12 4.04 Underground Facilities ...............................................................................................................13 �.OS R�fer�nce Points .........................................................................................................................14 4.06 Hazardous Envirorunental Condition at Site ..............................................................................14 Article S— Bonds and Insurar�ce ......................................................................... 5.01 Licensed Sureties and Insurers ....................................................... SA2 Perfarmance, Payment, and Maintenance Bonds ........................... S.Q3 Certificates of Insurance ................................................................. 5.04 Contractor's Insurance .................................................................... 5.05 Acceptance of Bonds and Insura�ce; Option to Replace ............... Article 6 — Contractor's Responsibilities .............................. 6.01 Supervision and Superintendence ..................... C11'Y OF PORT WORTH CONSTRT]C1"IQN SPECIFICATIDN DOCUMENTS 7uky 20z1 .........................................16 ......................................... � 6 .........................................16 .........................................16 .........................................18 .........................................14 ....................................................................19 ....................................................................19 Eagle Mountain WTP Clearwell No. 3 Rehab City Projecf No. ] 03Q48 6.02 Labar; Working Hours ................................................................................................��,.............20 6.03 5erviees, Materials, and Equiprnent ................ . . . . ....................................... . . .............................. 20 6.04 Project �chedule...� ......................................................................................................................21 6,05 Substitutes and "Or-Equals" .......................................................................................................21 6,Ob Concerning Subcontractars, Suppliers, and Others ....................................................................24 6.07 Wage Rates ................................................................................................................��................25 6.08 Pateni Fees and Royaities ...........................................................................................................26 6.a9 Permits and Utilzties .................................................................................................................... 27 6.10 Laws and Regulations .................................................................................................................2'7 �i.11 Taxes ...........................................................................................................................................28 6,12 Use o�Site and O�the�•�eas .......................................................................................................28 6.13 Record Documents .........................................................................��,,.................,,.......,,............29 6.14 Safety andPratecrion ..................................................................................................................29 6.15 Safety Representative ..................................................................................................................3�0 6.16 Hazard Communicatian Programs .............................................................................................34 6.17 Emergeneies andlor R�ctification ........................................................................�..,.,.................30 6.18 Submittals ....................................................................................................................................31 6.19 Continuir�g ihe Wark ................................................................................................................... 32 6.2� Contractor's General Warranty and Guarantee .........................................................................�32 6.21 Indemnif cation ......................................................................................................................... 33 b.22 Delegation o�Professional Design 5ervices ..............................................................................34 6.23 Right to Audit .............................................................................................................................. 34 fi.24 Nondiscrimination .......................................................................................................................35 ��rticle 7- Other Work at the Site...� ...............................................................................................................35 7.01 Related Work at Site ...................................................................................................................35 7.02 Coordinatian ..............................................................................................��,..........................,,,,,36 Article 8 - City's ResponsibiIiti�s ...................................................................................................................36 $.O1 Communications to Cantractor .............................................................................................�,....36 �.02 FurnishData ............................................................................................��................................36 8.03 Pay When Due ............................................................................................................................36 8.04 Lands and Easements; Reports and Tests ...................................................................................36 8.05 Change Orders .............................................................................................................................36 8.06 Inspec�ions, Tests, and Approvals .............................................................................................. 36 8,07 Lirnitations on Ciiy's Responsibilities .......................................................................................37 8.08 Undisclosed Hazardous Envir�nmenfial Condition ....................................................................37 $.09 Compliance with Safeiy Program ...........................................................................................�..� 37 Article 9- City's Ob�ervatian Status During Constructiion ........................................................................... 37 9.OI Gity's Project Manager ............................................................................................................ 37 9.Q2 Visits to Sita ................................................................................................................................37 9.03 Authorized Variations in Work ..................................................................................................38 9.04 Rejecting Defective Work ..........................................................................................................38 4.05 Determinatians for Work Performed ..........................................................................................38 9A6 Decisions on Requirements af Contract Documents and Acceptabiliry of Wark .....................38 CITY OF FORT WORTH �agle Mountain WTP ClearweLl No. 3 Aehah CON3TAUCTIqN 3P�CI�[CATION DOC.UMENTS City ProjectNo. 103Q48 July 2021 Article 10 - Changes in the Work; Claims; Extra Work ................ ................................................................ 3 8 10.01 Autharized Changes in the �Nork ............................................................................................... 3 8 10.02 L7nauthorized Changes in trie Work ........................................................................................... 34 10.03 Execution of Change Orders ....................................................................................................... 39 10.04 Extra �Vork .......................................................... .............................................. .... ................... ... 3 9 10.05 Nati�ication to Surety .................................................................................................................. 39 10.06 Contract Claims Process ............................................................................................................. 4Q Article 11-- Cost of the Work; Allowances; Unit Price Work; Plan� Quantiry Measurement ......................41 11.01 Cost of the Wark ......................................................................................................................... 41 11.42 Allowauces ..................................................................................................................................43 11.03 Uzut Price Work .......................................................................................................................... 44 11.04 Plans Quantity Measurement ......................................................................................................45 Article 12 -- Change of Contract Price; Change of Coniract Time ................................................................. 46 12.01 Change of Contract Priee ............................................................................................................46 12.02 Change of Contract Time ............................................................................................................ 47 12.03 Dela.ys ..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Rernoval or Acceptance of Defective Work ...................... 48 13.41 Notice of Defeets ........................................................................................................................48 13.Q2 Acc�ss fio Work ...........................................................................................................................A�8 13.03 Tests and Inspections ..................................................................................................................48 13.04 Uncovering Work ........................................................................................................................49 i3.05 Ciiy May Stop the Wark....... ...................................................................................................... �49 13.06 Correciion or R.emoval of Defective Work ................................................................................ 50 l3.07 Correction P�riod ........................................................................................................................ SO 13.08 Accep#ance of Defective Wark ................................................................................................... 51 13.09 City May Correct De%ctive Work .... ......................................................................................... 51 Article 1�- Payments to Contractor and Completion .................................................................................... 52 14.01 Schedule of Values ...................................................................................................................... 52 14.02 Progress Payments ......................................................................................................................52 14.03 Contractor's Warranty of Title ................................................................................................... 54 14.04 Partial Utilization ............................................,...........................................................................55 14.05 Finallnspectian ...........................................................................................................................55 14.4b Final Acceptance ......................................................................................................................... 55 14.07 Fina1 Payment .............................................................................................................................. 56 1�.0$ Final Completion Delayed and Partia� Retainage Release ........................................................56 14.09 Waiver of Claims ........................................................................................................................57 Article 1 S- Suspension of Work and Tern�iz�atian ........ 15.01 City May Suspend Work ............................. I S,Q2 City May Terminate for Cause ................... 15.03 City May Terminate For Convenienee ....... .......... .................................................................. 57 ............................................................................ 57 ............................................................................ 5 S . ........................................................................... 60 G[TY OF FORT WORTH CONSTRUCTION SPECIFICATIQN �OGUMENTS ]uly 2021 Eagle Mountain WTP Clearwell No. 3 Tteliab City Project No, 103048 Article 16 — Dispute Resolution ...................................................................................................................... b1 1b.01 Methods and Procedures .............................................................................................................bl Article17 — Miseellaneous .............................................................................................................................. 62 17.01 GivingNotice ......................��,,...............................................,....................,,.,............................62 17.02 Computation ofTimes ................................................................................................................62 17.03 CumulativeRemedies .................................................................................................................62 17.04 Siuvival af Obligations ...............................................................................................................63 17.05 Headings ......................................................................................................................................63 CITY Ol� �'ORT WflRT] I Eagle Mountain WTP Cleartvell Nn. 3 Reha6 CONSTRUCTION SI'�CIP[CATIOIV DOCUMCN7'S City Frnject No. l D3048 Ju[y 2D2! oa �z o0 GEN�R�1L COi�[DIT3DN5 Paga f of 64 ARTICLE 1— DEFINITIONS AND TERNIINOLOGY 1.01 Defined Terms A. Wherever used ir� these General Conditions ar in other Contract DocumEnts, the terms listed below have the meanings inc�icated which axe applica�le ta t��th the singular and plural thereof, and words denoting gender shall include the masculine, femiiune and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a eontext consistent wi�li the defuution of a listed�defined term, the term shall have a rr�eaning as defined below whether eapitalized or italicized or otherwise. In addition ta terms specif cally c�efined, terms with initial capital letters in the Cantract Docurnents include references to identified articles and paragaphs, and the titles of other documents ox faz7ms. 1. Addendct—Written or graphic instruments i5sued priox to the opening of Bids whieh clariify, correct, or c�ange the Bidding Requirements or the proposed Contract Documenis. 2. Agreement The written instrument which is �vidence of the agreernent between City and Contractor co�ering the Wark. 3. Applicatian for Payment—The form accep�a.ble to City whiich is to be used by Contractor during the course of the Waxk in requesting progress or final payments and �rhich is to be accpmpanied by such supporting documentation as is required by the Contract Docu�ment�. 4. Asbestos—Any material that eontains rnore than one percent asbestos and is f�iable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City ta enter into an Agreement. 6. Bid The affer or praposal of a Bidder subrnitted on the prescribed farm setting forth ihe prices for the Work to be performed. 7. �ia'de� The iridividual or entity wha subrn�ts a Bid directly io City. 8. Bidding Docufnents—The Bidding Requirements a,nd the praposed Contract Documen#s (including all Addenda). 9, Bidding Requf�ements—The advertisement ar Invitation to Bid, Instructions to Bidders, Bid security of accepta6le form, if any, and the Bid Form with any �upplements. 10. Busxness Day — A business day is defined as a day thai the City canducts normal business, generally Monday through Friday, except for �edexal or state holidays observed by the City, 11. Buzzsaw — City's on-line, electronic document managemenf and collaboration system. 12. Calena'aY Day — A day cansisting of 24 hours measured from midnight to the next midnight. CITY OF FORT W�RTH Eagle Mountait� W7'P Clesrrvel] No. 3 Rehab CONSTRUCTION SPECIFICA370N DOCUMENTS City ProjeetNo. 1D3048 July 2D21 00 �2 no GENERAL CONDITIONS Fage 2 nf G4 13. Change ONder A document, which is prepa�red and approved by the City, wrhich is signed by Contractar and City and authorizes an addition, deIetion, ar revision in the Work or an adjustment in the Cantraet Frice or the Contract Tirne, issued on or after the E�feetive Date of the Agreennent. 14. Cit� The City of Fort Worth, Texas, a home-rule rnunicipal �orporatian, authorized and chartexed under the Texas State Statutes, ac� by ifs governing body through its Cit� Managear, his designee, or agents authorized under his bahalf, each of which is required by Charter to perform specific duties with respansibility for final enforcement of the eantracts involving tk�e City of Fort Worth is bq Charter vested in the City Manager and is the entity wifih whom Contractor has entered into th� Agreement and for whom the Work is to be performed. 15, City Attorney — The officially appointed City Attorney o� the City of Fort Worth, Texas, ar his duly authorized representative. 16. City Council - The duly elected and qualified g�v�rning body of 1:he City af Forl Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Clcaim—A demand or asserti�n by City or Contractor seeking an adjustment of Contract Price or Contract Tirne, or hath, ar o�ther relief with respect to the terms o� the Contract. A demand for money or services by a thixd party is not a Contrac� Claim. 19. Cantract—The entire and integrafed written document between the City anc� Cantractor concerning the Work. The Cantract eontains the Agr�ement ax�d all Contract Documents and supersedes prior negotia#ions, representations, or agreements, whether written ar oraI. 20. Cont�act Dacutnents Those items so designated in the Agreement. AIl items listed in the Agreement are Contract Documents, Appxoved Submittals, otl�er Contractor subrnittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. C,'ontract Prace The moneys paya�le by City ta Contractor for completion of the Wark in accorc�ance with the Contract Document� a,� stated in the Agreement (subject to the provisions of Paragraph 11.03 in the ease of Unit 1'rica Work). 22. Conlract Time—The nurnber of days or the dates stated in the Agreernent to: (i) achieve Milestanes, if ar�.y and (ii) complete the Wark so that it is ready far Fina1 Acceptanee. 23. ContraetoN—Tk�e individual or entity with whom City has entered into the Agreement. 24. Cost of the L�or�k—Se� Paragraph 11.01 oithese General Conditions for definition. CITY OF FORi' W�RTH �agle Mountain WTP Clearwell No. 3 Rehah CONSTRUCTIQN SPECIF[CATION DDC�IMENTS City Project No. ] 03048 July 202I ao �z ao GEN�RAL CONI�ITIO�fS Page 3 of' G4 25. Damage Cluims — A demand for money ar services arising from the Project or Site from a third party, City or Contractor exclusive of a Cor�tract Claim. 26. Day or day — A day, unless otherwise defined, shali mean a Calendar Day. 27. Director of Aviaiion — The officially appointed Director of the .A.viatian Departm�nt of the City of Fort Worth, Texas, or his du�� appointed representative, assistant, or agents. 28. Directa� af Parks and Community Se�vices — The of�icially appoitzted Director of the Parks and Community Services Department of t�ae City of Fort Worth, Texas, ar his duly appointed representative, assistant, or agents. 29. Darecto� of Planning and Develo�ment — The off cially appainted Director of the Plasuung and Deve�opment Department of the City of Fort Worth, Texas, or his duly appointed repxesentative, assistant, ar agents. 3�. DiYecto� of �'ransportation Publac Works — The o�icially appointed Director of the Transportation Public Works Department of th� City of �'ort �Vorth, Texas, or his duly appointed repres�nta�ive, assistant, or agents. 31. DiYectop af Water� Department — The officially appointed Directar of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. DNawings—That patt of tlae Contract Docurnents prepared �r approved by Engineer which graphically shnws the scope, extent, and character a� the VVork to be performed by Contractor. Submittals are nat Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, hut if no such date is indicated, it means the date an which th� Agreement is signed and deiivered by the last of the two parties to sign and deliver. 34. Enginee� The licensed professianal ez�gineer or engineering firrri registered in the �tate of Texas per%rnung professional services for �he City. 35. �xtrcr Work — Additianal work made necessary by change� or alterations of the Contract Dacuments or of quantities or for other reasons for which no prices are provided in the Cantract Documents. Exkra work shall be part of the Work. 36. Field Orde� — A wr�itten arder issued by City which requires chan.ges in the Work but which does not involve a change in the Gontract Price, Conit�act Time, ar the intent of the Engineer. Field Orders are paid fram Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Finc;l Acc�ptance — The written notice given by the City to the Contractor that tne Work specified in the Contract Documents has been completed to the satisfaction af the City. C1TY QF FORT WORTH Eagle Mountain W1'P Clearwell No. 3 Rehab CONSTRUCTION SP�CIPICATION DOCUIVI�NTS City Prnject No. I U304$ July 2021 D0 72 00 GE3VERAL, CONDIT[ONS Page 4 of 6�} 38, Final Inspection — Inspectior� carried out by th� City ta verify that the Contractor ha� completed the Wark, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Eontract Documents. 39. General ReguiYements Sections of Division 1 af the Contract Dacuments. �0. Hc�zardous Envi�onrraental Co�rciition--The presenee at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Matexial, ar other materials in suc� quantities or circurnstances that may present a substantial danger to persans or property exposed th�reto. 41. Hcrzat-dous Waste Hazardous waste is defined as any solid waste listed as hazardous ar possesses ane or more hazardous characteristics as defined in the federal waste regulations, as arnended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ardinances, codes, and orders of any and all governmental bodies, agencies, authori#ies, and courts having jurisdiction. 43. Liens—Charges, security interests, ar encumbrances upon Project funds, real property, or persanal properiy. �4. Major Item — An Item afwork included in the Contract Documents that has a total cost equal to or gr�ater f�an 5% af the original Contraet P�ice or $25,000 whichever is less, 45. lllflestone—A principal e�ent specified in the Contract Documents xelating to am intermediate Cantract Time prior to Final Accepiance of the Work. A�6. Notice of Award Tl�e written natice by City to the Successful Bidder stating that upan tirnely compliance by the Successful Bidder witb the conditions precedent listed therein, Ciiy will sign az�d deliver the Agreement. 47. Natice to Proceed—A written notice given by City to Con�ractor fi�si�ng the date on wYuch the Contract Time will comrnez�ce to run and on which Contractor sha11 start to perform the Work specif ed in Contract Documents. 48. PCB�—Palychlorina�ed biphenyls. 49. Petroleum Petxoleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees FaY�renheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasQline, kerosene, and ail rruxed wTith other non-Hazardous Waste and crude oils. Sd, Plans — See definition of Dr�w�ings. CITY O.F PDRT WORTH Eagle Mountain 4VTP Clearwell No. 3 Reltab CONSTKUCTION SPECIFICATION bqCUMENTS City Yroject No. 103048 Iuly 202I 00 72 00 GENERAL CdNDITI0N5 Page 5 of 64 51. Project 5chedule—A schedule, prep�ed and maintained by Contractor, in accordance with the Creneral Requirements, describing the sequence and duratian of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Projec%The V1Tark to be perfarrned under the Contract Documents. 53. Project Manager The authorized repre�entative of the City wha will be assigned fo the Site. 54. Public Meeting — An announced meetzng conducted by th� City to faci�itate public participation and to assisi the public in gaining an informec� view of the Project. 55. Radioactzve Materiad--Source, special nuclear, ar byproduct material as defined by �he Atomic Energy Act of 1954 (�2 USC Section 2011 et seq.) as arnended frorri time ta time. 56. Regula�° Working Hours — Hours beginning at 7:00 a.nn. and ending at 6:00 p.m., Monday thru Friday (excl�ding legal holidays). 57. Sampies—Physical examples of materials, equipment, or workmanship that are representative of some poriion of the Work and which establish the standards by which snc}� portion of the Wark will be judged. 58. Sched�le af Subrriittals—A schadule, prepared and maintained by Contractor, of required submiitals and the time requirerz�ents to support sch�duled performance of related cnnstruction activitiEs. S9. Schedule of Va2ues—A schedule, prepared and maintained by Contractor, allocating partions of the Coniract Price to various portions of the Work and used as the basis for reviewing Cantractor's Applications for Payment. 60. Site—Lands or areas indicated in the Contract Documents as being furnished by City upon which the Wark is to be performed, including rights-of wa�, permits, and easements for aecess thereto, and such other lands furnished by City which are designated for the use of Coniractor. 61. Specifieations--That part of the Cantract Docwments consisting of written requirement� for materials, equipment, systems, standards and workmanship as applied to the Work, �rad certain administrative requirements and procedural matters applicable ther�to. Specificafions may he specifically made a part of the Contract Documents by attachrnent or, if nat attached, may be incorporated by reference as indicated in the Table of Contents {Division 00 00 04) af each Project. 62. Subcontracto� An individual or entity having a direct contract wi�h Contractor or with any other Subcontractor for the performarice of a part of tiie Work at the Si#e. CITY QF FORT WDRT}� Eagle 3+Aountain WTP Clearwell No. 3 Rehab CONSTRUCTIQN SP�CIF[CATIDid bDCUMENTS City ProjectNa. 10304$ 7uly 2D21 00 72 0� GERTERAL CONDITIONS Aage 6 of 64 63. 5ubmittals—AIl dxawings, diagrams, illustrations, sch�dules, and ather data ar information which are specifically prepared or assembled by ox for Cantractor and submitted by Contractor to illus�rate some portion of the Work. 64, Successful Bidder—Tk�e Bidder submitting the lowesi and most responsive Bid td whorn City makes an Award. 65. ,Superintenc�ent — The representative of the Contractor who is available at all times �nd able to receive instructions from the City and to act for the Contraetor, 66.5�pplefr2enfary Conditions—That part of ihe Contraet Documez�ts whieh amends or supplements these General Conditians. 67. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor ha�ing a direct contract with Contaractor or with any Subconhactor to furnish rnaterials or equiprr�ent to 6e incorporated in the Work by Contractor or Subcontractor. GS. Underground Facilities�—AIl underground pipelines, conduits, ducts, cables, wires, manholes, vaults, fanks, tuxu7.els, or other such facilities or attachrnents, and any encasemen.ts contai.nil�g such facilities, including but not limited to, those tkiat convey electricity, gases, steam, liquid petroleum products, tielepho�e or other communications, cable tel��ision, water, wa�t�water, storm v�ratex, other liquids or chemicals, or traffic or other contral s�stezns. 69. Unit �riee �ark See Paragraph 11.03 of these GeneraI Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9;00 a.m. and ending at S;OQ p.m., Saturday, Sunday or legal holiday, as approved in advance by the Ciiy. 71. Work—The entire construction or the various separately identifiable parts thereof required to be provided under fhe �ontract Docurnents. Work includes and is the result of perforrning or providing all Iabor, services, and documentation necessary to produce such canstruction including any Cha�nge Order ar Field Order, and furnishing, installing, and incorporating alI materiats and equipnr�en.t into sueh construction, aIl as requir�d by the Contract Documents. 72. Wo�king Day — A wnrkim.g day is defined as a day, nat including Saturdays, Sunciays, or Iega1 holidays authorized by the City for contract purpnses, in which weather or other conditions not under the control of the Cont�actor will permit the performanc� of the principal uzut of work unde�ay %r a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Te�minology A. The words and terms discu�sed in Paragraph 1.02.B thraugh E are nat defined but, when used in the Bidding Requirements ar Contract Documents, have the indicated meaning. B, Intent of Ce�tain Ternis ar� Adjectives: CITY OF FORT WQRTH �agle Mountain WTP Clearrvell No. 3 Rehah COi.�STRUCTION SFECIF[CATION DOCUMENTS City ProjectNn. 103048 ]uly 2021 00 �2 aa GENERAL CQNDITIONS Page 7 af 64 1. The Contract D�cuments include the terms "as allowed�" "as appraved," "as ordered," "a5 directed" or terms of Iike effect or impor� to au�horize an exercise of judgment by Ci#y. In �dltlOri, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," OI' adjectives of like effect or import are used to describe an action or deierminaiion of City as to the Work. It is intended that such exercise ❑f prafessionaI judgzxaent, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and wiih the design eoncept of the Project as a funetioning whole as 5hovvn or indicated in the Contract Documents {unl�ss there is a specific statement indicating atherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, ar deficient in that it: a. doas not eonfor�n to the Contract Documents; or b. do�s not meet the requirements of any applicable in�pection, reference standaxd, test, ar approval refexred to in the Contract Documents; or c. has been daznaged priar ta City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furt�sh"' or the word "Install" or the word "Pexforn�" or the woxd "Provide" or the ward "�upply," ox any cambination or sirrular direcfive or usage thereof, shall mean furnishing and incorporating in the Work including al� necessary labor, mat�rials, equipment, and everything necessa�y to pexfarm the Wark indicated, unless specifically limited in the context used. E, Unless stated otherwise in the Contract Documents, words ox phrases that have a well-known technical or constructian industry or trade meaning are used in the Contract Doct�ments in accordance with such recognized meaning. ARTICLE 2 — PRELINIINARY MATTERS 2.01 2.02 Copies of Doeume�ts City shall furnish to Contractox one (1} original executed copy and one (1) elactronic copy oi the Contract Docurnents, and four (4) additional copies of the Drawings. Additional copies will be furnished upan request at the cost of reproduction. Commencement of Contract Time; Notice to Proceed The Contract Time vvill commence to run an the day inc�icated in the Notice to Proceed. A Notice to Froceed may be given at any time within 14 days after the Effecti�e Date of the Agreement. CI7'Y OF FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehah CONSTRUCT1dN 5YEC1FICATIONDOCUMENTS City ProjeatNo. 103048 )u1y 2Q21 oa �z o0 GEN�RAL CdND1TIOt�1S Page R of 64 2,0� 2.04 2.05 F•�fT� 2.Q7 Sta�ting the Work Contractor shall start to per�orm the Work oan the date when the Contract Tima eomm�nces to run. No Wark shall be done at the Site prior to the date on which ttae Can�ract Tizaae cammences to run. Before Starting Const�uction Baseline Sche�dules: Submit in accordance with the Cantract Documents, and prior to starting tlie Work. Preconst�^uction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstructian Confexence as specified in the Coniract Documents. Public Meeting Contractor �may not mobilize any equipment, materials or resaurces to the Site prior to Contractor attending the Public Meeting as scheduled by the City. Initiral Acceptance ofSchedules No progress payment shall be made to Con�raetax until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Docutnents. ARTICLE 3— CONTRACT DOCUMENTS: INTENT, AMENDING, REi1SE 3 , O1 Inient A. The Contract Documents are complementary; what is requir�d by one is as binding as if required hy all. B. It is the intent of the Contract Docurnents to describe a functionally complete project (or part therea� to be cnnstructed in acc�rdance with the Contract Documents. ,Any la6or, documentation, services, inaterials, ar equipment that reasanably znay be inferred from ihe Contraci Documents or from prevailing custom or trade usage as being required to praduc� tkae indicated result vai11 be provided whether or noi specifically called for, at no additional cost to City. C. Clarifications and interpretatians af tke Cantract Documents sha11 be issued by City. D. The Specifications may vary in for�m, forinat and style. �ome Specification sectiaz�s may be written in varyin.g degrees of streamlined or declarative style a�a.d some sections may be re�atively narrati�e by comparison. Omission o� such words a11C� p�]T'�5�5 as "the Contractor shatl," "Ill Gqrii0�1� �I�1�" "aS S�lOWi1," OT "aS specified" 3T� intentional lri streamlined sectaons. Omit�ed words and phrases shall be sappIied by inference. Similar types of provisions may appear in various parts of a section or articles vvithin a part depending oz� the %rmat of the CITY OP PORT WC]RTH �.agle Mountain WTP Clearwell I�lo. 3 Reliab CONSTRUCT[qN SYECIFIGATIQN T}QCUNI�N'1'S City Froject Na. 103048 July 2021 DO 72 00 GENERAL CONDITfONS Page 9 Qf 64 3.02 3.03 sectian. The Contractor shail not take advantage af any variation of form, format or style in making Contract Cla.ims. E. The cross referencing of specificatiion sections under the subparagraph heading "Rel�ted Sec#ions include but are not necessarily Iimited fio:" and elsewhere within each �pecification section is provided as an aid and convenience to the Contractor. The Contractox shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or nat the cross referencing is provided in each section or whether or not the cross re�erencing is complete. Reference Standar�ds A. Standards, Specificatians, Codes, Laws, and Regulations 1. Reference to standards, specif'ications, manuals, or codes of a:�y technical soeiety, organization, or association, or to Laws or Regulations, whether such reference be speci�ic or by implication, sha11 mean th� standard, specification, manual, code, ar Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bidsj, except as may be otherwise specifically stated in the Contract Dacuments. 2. No provision of any such standard, specification, manu�l., or code, or any insiruction of a Supp�ier, shall be effective to change the duties or responsibilities of City, Contractor, ar any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. Na such provision or instruc#ion shail be effecti�e to assign to City, ar any of its officers, directors, members, partners, exnployees, agents, consultants, ar subcontractors, ar�y duty ox authQrity to supervise or direct the perFormance of the Work or any duty ar authority to undertake responsibiliiy inconsistent with the provisions af thc� Contract Documents. Reporting and Resolving Dfsc�epancies A. Reparting Discrepancies: 1. Cont�acto�'s �eview of Contr�act Documents Befo�e Starting Work. B�fare undertaki.ng each part of the Work, Cor�tractor shail c�refially study and compare the Contract Dacuments and check and verify pertinent figures therein against all applicable field rneasurements and conditions. Contraciar shall promptly report in writing to City any conflict, error, ambzguity, or discrepancy which Contractor discavers, ar has actual knowledge of, and shall obtain a written interpretation ar clarifcation from City before proceeding with any Work affecteci thereby. 2. Contractot�'s Review of Contract Documents During Pe�formance of Work: If, during the performance of tlae Work, Contractar discovers any eonflict, error, ambiguity, or discrepancy within th� Contraci Docurnents, or betweerz the Contract Docum�nts and (a) any applicable Law or Regulation ,(b) any standard, s�ecification, manual, or cade, or {c) any instruction of any �upplier, then Contractor shall pramptly report it fo C'rty in writing. Contractor shall not proceed wi.th the Work affected thereby (except in an emergency as arequired by Paragraph CITY q}' FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehab COI�#STRUCTIOI� SPECIFICATION DOCUNIENTS City Project iVo. l D3Q48 7�1y 2021 ao �z o0 GErrE��, caNniT�oNs Pa$e EQ of 64 6.17.A) until an amendment or supplement #o the Contract Documents has been issued by one of the methods inclicated in Paragraph 3 A4. 3.04 3.05 3. Contaactor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Can1xact Documents unless Contractor had actual knowledge thereof. B. Resolving Dascrepancaes: 1. Excepf as may be otherwise specifically stated 'u� the Contract Dacuments, the provisions of the Contract Doctunents sha11 talce precedence in resolving any conflict, errar, ambiguity, or discrepancy between the provisions of ti�e Contract Documents and the pro�isions of any standard, �pecification, manual, or the insi�ruction of any SuppIier (whether or nat specifically incnrporated by r�ference in fihe Con#ract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern aver Specifications, Supplem�ntaty Condition� shall gavern over General Conditions and S�ecifications, and quantities shown on ihe Plans shall govern ovex #hose shown in th� proposal. Amencling and Supplementing Contract Documents A, The Contract Documents may be amended ta provide for additions, deletions, and revisions in the Woxk or to modify the ierms an� conditions thexeof by a Change Order. B. The requi.rements of the Contract Documents may be supplemented, and minoz variations and de�iations in the Work nnt involving a change in Contract Price o� Coz�trac# Time, may be authoriz�d, by ane ar more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.1$.C); or 3. City's written interpretation or clari�icatian. Reuse of Docut�ctents A. Contractar and any Subcontractor or Supplier shaIl not; have or acquire any title to or ovvnership rights in any of the Drawings, Specxfications, or other documents (ar copies of any thereo� prepared by ar bearing the seal of Engineer, including electranic media editions; ar 2. reuse any such Dra�vings, Sp�cifications, other documents, ar copies thereof on extensions of th� Project or ariy other project wi�thout written cansent of City and specific written vexification or adaptation by Engineer. CITY OF FQRT WORTH Eagle Mountain WTP Clearwell No. 3 Rehab CONS'I'RUCTIpN SP�CIPICATION DDGUMENTS City Project No. ]0304$ 7uly 2021 OD 72 00 GEIVERAL CONb1TION5 Page I1 of 64 B. The prohibitions of this Paragraph 3.05 will survive final payment, or terzninafion of the Contrac#. Nothing herein shall preclude Gontractor from retaining copies of the Contract Dacuments for record purposes. 3.06 Edect�onic Data A. Unless athervvise stated in the Supplementaey Canditions, the data. furnished hy City or Engineer to Contractor, or by Contractor to Ci�y or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsav� site. Files in elecironic media forma� a� text, data, graphics, or other types are furtiished only for the eonvenience of the receiving pariy. Any conclusioz� or ir�forrnation obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies gavern. B, When transferring documents in electronic media format, the transferring party makes na �epresentations as to long term compatibility, usabiliiy, or readability of documents resulting from the use of software application packages, operating systems, or camputer hardware differing from those used by the data's creatox. ARTICLE 4— AVAILASILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDIT�ONS; REFEREli10E POINTS 4.01 Availabirity afLands A. City shall furnish the Site. City shall r�otify Cantractar of any encuxnbrar�ces ar restrietions not of general applica#ion but specifically related to use of �e Site with which Cantractor must carnply in performing the Work. City will obtain in a timely manner and pay for easements for permanent stxuctures or perrnanent changes in existing faeilities. 1. The City has obtartned ar anticipates acquisition oi and/ar access to right-of-way, andlar easements. Any outstanding right-of way andlor easements are anticipated ta he acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Sch�dule submitted by t�e Cantractor in accordance with the Cantract Documents must consider any outstanding righ�-of-way, andlor easencients. 2. The City has or anticipates r�moving andlor relocating utilities, and obstructions ta the Site. A.z�y outstanding removal or relocataa� of utilities ar obstructions is andcipa�ed in accardance with the schedule set forth in #he Supplementary Conditions. The Project �chedule subrnitted by the Contractor in accordance with the Contract Documents must consid�r any outstanding utilities or obstructions to be removed, adjusted, aa�d/or relocated by others. B. LTpon reasonable written request, Ciry shall furnish Contractor vcrith a current statement of record 1ega1 title and legal descriptian of the lands upon which the Work is to be performed. C1TY OF PORT WOR"TH Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTION SPECTFICATION DOCUMENTS City Project No. 1U3048 July 2021 oa �z o0 G�NERAL CaND]TIONS Page 12 of 64 �.02 : 1t C. Contractar sha:ll provide for alI additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. Subsurface and Physical Conditions A. Reparts and D�a�vings: The Supplementaty Canditions identify: 1. those reports known ta City of explorations and tests of su�surface conditians at or eontiguous to the Site; and 2, �hose dra�vings kno�n to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilit'tes). B. Limfted Reliance by Contractor an �'echnical Data Author�rzed: Contractor may r�ly upon the accuracy of the "technical data" eantained in such reports and drawings, but such reports and drawings are not Contraei Documenfs. Such "technical data" is identified in the Supplementary Conditions. Contracto.r may not make �ny Contra:t Claim agains� City, or any of their afficers, direciors, membexs, partners, employees, agents, consultants, ar subcontractors with respec� to: 1. the completeness of such reports and dravvings for Contractar's purpases, including, but not limited to, any aspect� af the means, methods, techniques, sequences, and procedures o� construction to be employed by Contractor, and safety precautians and programs incident thereto; or 2. other data, interpretations, opinions, and in:farmation contained in such reports or shawn or indicated in such drawings; nr 3. any Contractor interpretation of or conclusion drawn from any "technical data" ar any such other data., ir�terpretations, opinions, or infoi�ation. Differing Subsurface or Physical Conditions A. Notice: If Cantractor believes that any subsurface or physical eondition fk�at is uncovered or revealed either: 1. is af such a nature as to establish that any "technical data" on wl�ich Contractor is entitled to rely a� pravided in Paxagraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in �lie Contrract Documents; ar 3, differs materialIy from that shown or indicated in the Contraci Documents; or 4. is af an unusual naiure, and differs materially from canditions orc�inarily encountered and generally recogruz�d as inherent in work of the character provided far in the Contrac� Documents; CITY OF FORT WORfH Eagle Mountain WTP C[earwell No. 3 Rehab CONSTRUC7']ON SPECIPICATIpN DOCUIvIENTS City Project Na. ] 03048 July 202 [ 00 �z o0 G6NBRAL CdNDITI0N5 Page 13 of 64 4.04 then Contractor shall, prornptly after becoming aware thereof and 6efore further disturbing the sut�surface or physical conditions or perfornu�ng any Work in connectian therewith (except in an emergency as required by Pairagraph 6.17.A}, notify City in writang about such conc�ition. B. Pos.sible Priee and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price ar Contract Time i% 1. Contractor knew of the existence of such conditions a# the time Contractor made a�'inal commitment to City with resp�ct to Contract Price and Contract Tune by th� submission of a Bid or becoming bound under a negotiated contracf; or 2, the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contraci Documents or the Site, or 3. Contractor failed to give the written natice as required by Paragraph 4.03.A. Undergrdund Faciliiies A. Shown o� Indicated.' The information and data shawn or indicated in the Contraet Dvcuments with respect to existing Underground Facilities at or contiguous ta the Site is based on information and cia�a furnished ta City or Engineer by the owners oi such Underground Facilitie�, including City, ar by o�hers. Unless it is otherwise expressly provided in the Supplementary Condition.s: 1. City and Engineer shall not be respnnsihle for the accuracy ar complete�ess of any such information or data provided by others; and 2. the cost of a11 of the fallo�ing will be included in the Contract Price, and Contractor shall have full responsibility for: a. revierving and ehecking alI su�h iu�formation and data; b. locating all Underground Facilities �hawn or indicated in the Contraci Documents; c. coordination and adjustm�nt of the Work with the owners af such Underground Facilities, including City, during construction; and d. the saf�ty and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or I�dicated.• 1. If an[7nderground Faci�ity which conflicts with the Work is uncovered or revealed at ar contigu�us to the Site which vaas not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Doeuments, Coniractor shall, promptly after becoming aware thereof and be%re further disturbing conditioxas aifected thereby or perfornung any CITY Q� FORT WORTH Eagle Mauntain W'I'P Clearwell No. 3 Reliah CONS'FRUCTION SFECIFICATIfli� DOCUMENTS City 1'rajectt�a. 103Q48 luly 2021 00 72 00 GENERAL CpNbITIpNS Page 14 of 54 Wark in connection therewith (except in an em�rgency as xequired by Paragra�h 6.17.A), identify fhe owner af such Underground Facilifiy and give notice to tha# owner and to Cify. Ciiy will review the discovered Under�round FaciIity and de�terrnine the extent, if any, to which a change �ay be required in the Contract Docuxnents to reflect and document the consequences of the e�istence or Iocation of the Underground Faeili#y, Contractor sha11 be responsible for xhe safety and protection of such discovered Llnderground Facility. C� 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and servic� lines shall include notificatian of a11 utility companies a minimum of 48 hours in advan.ce of cons�ruction including exploratflry exca�ation if neeessary. Reference Points A. City shall provide engineering surveys to establish reference points for constr�ction, which in City's judgmEnt are necessa�y to enable Cantractor to proceed witk� the VVork. Ciiy will provide construction sta.kes or other customary method of markuig to establish line and grades for roadway and utility constructian, centerlines and benchmarks for hridgework. Contractor shall protect and preserve the established reference points and pr�perty monuments, and sha11 make no changes or relocations, Contractor shall report to City whenever any reference point or praperty monurnent is lost ar d�stroyed or requires relocaiion because of necessary chazlges in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not earelessly or vvillfiilly destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. . B. Whenev�r, in the opinion of the City, any reference paint or manument has been carelessly or wilIfiitly destroyed, disturbed, or removed by the Contractor or any of his �rnployees, the fuil cost for replacing such poiunt� plus 25% will be charged against the Cantractor, and the full amount will be deducted from payment due th� Contractorr. 4.06 Hazardot�s Environrraental Condition at Site A. Repo�ts and Drawing,�: The Supplementary Conditians identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Lifnited Reliance by Contractor on Technical Data Authorized: Contraetor may rely upon the accura�y of the "technical data" contained in. such reports and drawings, but such reports and drawings are not Contract Documents, Sueh "technical data" is identified in the Supplementary Conditians. Contractor may not mak� any Contract C1aim aga�nst City, ar any of their offieer�, directors, members, partners, empIoyees, agents, consultants, or subcontractars with respect to: 1. the completeness of such reports and drav�ings for Cantractor's purposes, ineluding, but not limited to, any aspects of the rneans, methads, techniques, sequences and procedures o�' CITY OI' FORT WpRTH Eagle Mountain W'1'P Clearwell No. 3 Rehab COTlSTRUCTfON SPECIFiCAT]ON DaCUMENTS City Project No. ]U3D48 ]uly 2021 ao �a o0 GE3�lERAL CONDITIOI�fS Page 15 of 64 canstruction to be employed by Contractor and safety precautiflns and programs incident thereto; or 2, other data, interpretations, opinions and infarmation contained in such reparts or shown or indicated in such drawings; or 3. any Contractor interpretation af or conclusion drawn from any "fiechnical data" ar any such ather da.ta, interpretations, opinions or inforznation. C. Contractor shall nat be respansible for any Hazardous Envira�nental Condition uncovered or reveal�d at the �ite which was not shovw� ar indicated in Drawings or Specifications or iderrtified in the Contract Documents to be wi#hin the scope of the Wark. Contractor sha11 be responsible for a Hazardous Environmen�al �ondition created with any materials brnught io the Site by Cont�actor, Suhcontractors, Suppliers, or anyone else for whom Gontracior is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone �or whom Contractor is responsible cxeates a Hazardous Environmental Condition, Contractor shall immediately: {i} secure or otherwise isolate such condition; {ii) stop all Work in connection with such conditian and in any area affeeted thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and pro�mptiy thereafter confirm such notice in writing). City may consider the necessiiy to retain a qualified expert to evalua.te such condition or take corrective action, if any. E. Contractar shall not be required to resuxrze Work in connection with such condition or in any affected area until after City has obtained any required pernvts related thereto and deiivered written natice to Cantractor: (i) specifying that such condition and any affected area is ar has been rendered sui#able far the resumption of Work; or {zi) specifying any special conditioz�s under �cnrhich such Work may he resumed. F. If after receipt of such written notice Contractar does not agree to res�me such Work based on a reasona.ble belief rt is unsafe, or does not agree to resume such Work under such 5�]�C131 conditions, then City may order the portion of the Work that is in the a�rea aifected by such condition to be deleted from the Work. City m:ay have sueh deleted portion of the Work performed by City's own farces ox others. G. �'a the fullest extent �aermitted by Lcrivs and Regulations, Contractor shali indemnify and hold harrnle,rs Ciry, frorn and against all clafms, costs, losses, and damages (including but nat limited to all fees and charges of engineers, architects, atto�neys, and other professionals and all cou�-t or arbitrcction or other dispute resalution costs) arising out of ar^ relating to a�lazarc%us Environ�enial Condifion c�eated by Cont�actor or by canyone for whom Contractor is responsible. Nothing in this Paragraph 4. 06. G shall obligate Contractor to indemn� any individuai or entity fram arad again.�t the consequences of that individual's o� entity's own negligence. H. The provisians of Paragraphs 4.02, 4.03, and 4.04 do nat apply tp a Hazardous Environrnental Condition uncovered or revealed at the Site. C1TY OF FORT WQRTH Eag1e Mnuntain WTP Ciearwell No. 3 Reha6 CONSTRUCTI�N SPECIF�CAT{pN DOCUMENTS City Project No. i Q3048 July 2021 b0 72 00 QENERAL CONDITIOhIS Page I6 of 64 ARTICLE � -- SONDS AND INSURANCE 5,01 Licensed Sureties and Insurers 5.02 5.03 All bond� arzd insurance required by the Contract Documents to be purchased and ma.intained by Contractor shall be obtained from surety ar insurance companies that are duty licensed or authorized in the �tate af Texas to issue bonds or insurance policies for ihe limits and caverages so requixed. Such surety and insurance companies shall also meet sueh addi�ional xequirements and qualifica�ians as may b� provided in the Supplementary Conditio�.s. Performance, Peryment, and Maintenance Bonds A. Contractor shall furnish performanc� and paynnent bonds, in accordance with Texas Government Code Chapter 2253 or 5i1CCES5pT' statute, each in an amount equal to the Coniract Price as security for the faithful performance and payment of ali of Contractor's obligatio�s under the Contract Documents, B. Canfractor shall furnish maintenance bonds in an amount equal tc� the Contract Price as security to protect the City against any defects in any portion af the Work d�scribed in the Cantract Documents. Maintenance bonds sha11 remain in effect for two (2) years after the date of Final Acceptance by the City. C. All ban.d� shall be in the form prescribed by the Contract Docunrxents except as provided atherwise by Laws or Regulations, and shall be �xecuted by such sureties as are named in tk�e Iist of "Co�npanies Holding Certificat�s of Authority as Acceptable Sureties an Federal Bonds and as Acceptable Reinsuring Companies" as published in CircuIar 570 (amended) by th� Financxal Management Service, Surety Bond Branch, U.S. Depaz-tment of the Treasuty. All bonds signed by an agent or attarney-in�fac� zxaust be accompanied by a sealed and dated pawer of attorney which shall show that it is effective on the date the agent ox attorney-ia-fact signed each bond. D. If the surety on any band �'uznished by Cantractor is deelared bankrupt or becomes insalvent or its right to do business is terminat�d in the State of Texas ar it ceases to meet the requirements of Paxagraph 5.02.C, CQntractor shall prornptly notify City and shall, within 30 days after the event giving rise to such notification, provid� another bond and surety, both of which shall comply with the requirements of Paragraphs S.Q1 and 5.02.C. Cer�tificates ofln.surance Contractax shall deliver io Ciiy, with copies to each additional insured and los� payee identiii�d in the Supplementary Conditions, certificaies of insurauce (ar�d. other e�idence of insurance requested by City or any other addirional insur�d) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplem�ntar� Cnnditions as "Additianal Insured" on a111iability policies. CITY OF I'dRT WORTN Eag[e Moimtain WTP Clearwel] No. 3 Rehab CdNSTRUCTION SP�CIFIGATfON I�OCUMENTS Cit}r Project Nn. 103048 luly 202] OD 72 00 GENERAL CONDITIOI�[S Page 17 of 64 2. The Cantractor's general liability insurance shall include a, "pex project" or "per locatian", endorseme�t, which shall be identi�ied in the certificate of insurance provided to the Gity. 3. The certificate sha11 be signed by an agent authorized to bind coverage on behalf of th� insur�d, be complete in its en#irety, and show ca�nplete insurance carrier names as li�ted in the current A.M. Best Property & Casua�iy Guide 4. The insurers for all policies must be licensed andlor approved to do business in the State of Texas. ExCept far workers' compensation, a11 insurers must have a rnit�i�num rating of A-: VIT in the current A. M. Best Key Rati�ng Guide or have reasonably equivalent financial strength and salvency ta the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Wai�er of Subrogation (Rights of Recovery) in favax of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable}, and each additional insured identified in the Supplementary Conditions 6. Failuxe af the City to dernand such certificates or other evidence of full compliance with the insurance requirements or faiiure of the City to identify a daficiency from evidence tbat is provided shall not be construed as a waiver of �ontractox's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage lirnits, an Umbrella or E�cess Liabiliiy insurance for any differences is required. Excess Liability shall follow form of the primary co�erage. 8. Unless otherwise stated, all requireci insurance shall ba written on the "occurrence basis". If coverage is undervvritten on a claims-made basis, the reiroa�tive date shall be coincident with or prior to the date af the effective date of the agreemeni and �he certif cate oi insurance shall �kate tl�at #he coverage is claims-made and the retroactive date. The insurance coverage sha11 be maintainsd for the duratian of the Cantract and for three {3) years �ollawing Final Acceptanca pravided under the Confracfi Documents or for #he warranty period, whichever is longer. An axan.uaJ. certificate of insurance submitted to the City sha11 evidence such instivance coverage. 9. Policies shall hawe no exclusions by endorsements, which, neither nullify or amend, the raquired lines of coVerage, nor decr�ase the limits of said coverage un�ess such endorsement� are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additior�al insurance coverage, and the City desires the con�ractorlengineer to obtain such coverage, the contract price shall be adjusfed by the eost of the prernium for such additional coverage plus 10%. 10. Any self-insured retentian (SIR), in excess of $25,000.00, affecting requ�ired insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In C1TY OF FQRT WORTH Eagle Mountain WTP Claarwell No. 3 Rehab CONSTRUCTION SPECIFICATTON DOCUMEN'fS City Project I3o. ] 030h$ July 2021 DO 72 00 GENERAL CONb]TIONS Page 1 S of 64 lieu of traditional insurance, alternaiive coverage maintaaned through insurance pools or risk reieniion groups, musi also be approved by City. 11. Any deduc�ible in excess of $S,OaQ.QO, for any policy that does not provid� coverage an a first-dollar basis, must be acceptable to and approved by the City. 12, City, at its sole discretion, reserves the right to review �e insurance requirements and to make reasonable adjustments ta i�surance co�erage's and �heir limits when deemed necessary and prudent by the City based upon changes in staiutory law, court decisian or the eIaims history of the industry as well as af the contraciing party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated inta �he Work by Change Order. 13, Cxty shaIl be entitled, upon written request and wit�.out expense, to receive copies of policies and endorsements thereta and may make any reasonable requests �or deletion ax revision ar modifications of particular policy terrns, condiiions, limitaiions, ox exclusions necessary to conform the poiicy a.�d endorsements to the requiremenis of tlle Cont�acf. Deletiot�s, revisions, or modifcations shall not be required where policy provisions are estab�ished by law or regulations binding upon either party or the underwriter on any such policies, 14, City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance, 5.04 Contractor's Insurance A. Wor�kers Co�npensation and Er�ploye�s' Liability. Gontractor shall purchase and rnaintain such insurance eoverage with linrxits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas La�or Code, Ch. �06, as amended), and rninimum limits for Employers' Liability as is appropriate for the Work being performed and as wilI provide prot�etion from claim� set forth below which may arise out o� or result from Coniractor's performance of ihe Work and Cantractar's other obligations under the Contract Documen#s, whether it is to be perf'armed by Contractor, any Subcontractar or Supplier, or by anyane directly ox indirectly employed by any of them to perform any of the Wark, or by anyone for whose acts any of them may be liable: 1. cZairns under workers' campensatian, disability benefits, and other similar empIoyee benefit acts; 2. clairns fox damages because of bodiIy injury, occupatianal sickness ar disease, or death of Contractor'� employees. B. Com�nercfal Gener�al Liability. Coverage shall include but not be limited to caveriz�g liability (bodily in.jury or property damage) arising from: prennisesloperations, independent contractors, products/comple#ed op�rations, persanal injury, and liability under an insur�d contract. Insuraz�ce shall be pravided on an occurrence basis, and as carnprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance wi#h r�spect tn any ofhex CITY OF FQRT WaRTH Eagle Mountain WTP Clearwell No. 3 Rehab CONSTAUCTIQN SPECIr1CAT10N DOCLTMENTS Ciry Prajact No. 103048 Iuly 2021 {lU 72 00 GEi�IERAL CONDITIONS Pagc 19 of 64 5.05 insurance or self-insuranee prograrns affarded to tk�e City. The Comrnercial General Liabiliry policy, shall have no exclusions by endarsements that would alter of nullify premisesloperations, pxoductslcompleted operations, contract+aal, persanal injury, or advertising injury, which are normally con�ained with the palicy, unless the City approves such exclusions in vvriting. For construction projects that pre5ent a substantial completed operation exposure, the City may requixe the confractor to maintain campleted operations coverage for a minimum of no less than three (3j years following the completian of the projeci (if identified in the Supplementary Conditiaxzs). C. Automabale Liability. A commercial busiriess auto policy sk�ail provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for cla�tns for darnages because badily injury ar death of any person and ar praperty damage arising out of the woxk, maintenance or use of any motor vehicle by the Contractor, any Subcontractor ar Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone far whose acts any of them may be liable. D. Raalroad Pratective Liability. I� any of the work or any warranty work is vvitkin the limits of railraad rigbi-of-way, the Contractor shall c�mply wiirh the requirements identified in th� Supp�ementary Conditions. E. Noi f catian of Policy Cancellation: Contractor sha11 urunediately notify City upon cancellation ox other lo�s of insurance coverage. Cantractor shall stop work until replacement ins�ance has been procured. Thexe shall he no time credit for days not woxked pursuant to this section. Acceptance of Bonds and Insurance; Qptaon to Replace If Ciry has any objection to the caverage afforded by or niher provisiox�s of the bonds or insurance required to be purchased and main#ained by the Contxactar in accordance with Article 5 on the basis of non-conformance with tiie Cnntract Documents, the City shajl so noti�'y the Contractor in writing withi.n 10 Busin�ss Days after receipt of the eertificates (or other evidence requested�. Contractar shall provide io the City such additiona.l information in respect of insurance provided as the City may xeasonably request. Tf Contractor does ndt purcha�e or maintain all of the bands and insurance required by the Contract Documents, tha City shall natify the Contractor in writing of such failure prior to the start of the Work, oar o� such failure to maintain prior to any chat�ge in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervisia� and Superinlendence A. Contractor shall supervise, inspeet, and direct the Work competentiy and efficiently, devating such attentian thereto and applying such ski�ls and expertise as may be necessary to perforn� the Work in accordance with the Contract Documents. Con#ractQr shall be salely xespnnsible far ihe means, metl�ods, techniques, sequences, and procedures of eonstruction. CITY OF PORT WORTH Eagle Mountain WTP Clearwell No. 3 Aeha6 CONSTRUCTIOiV SPECIFICATION DOCUMENTS City Prajsct No. l D3048 July 2021 QO 72 00 GENEEtAL CONDITIONS Aage 2a oF 64 �i 1 J B. At all times during the progress o� the Work, Contractor shall as�ign a campetent, English- speaking, Supexintendent wk�o shall not be replaced wi�haut written notice to City. The Superintendent will be Contrac�or's representative at the Site and shall have autharity to act on behalf of Cantractor. AIl communicafiion given to or received frorri the Superintendent shall be binding an Contractor. C. Contractdr shall notify the City 24 hours prior to moving areas during fhe sequence of construction. Labor; Working Hours A. Cont�°actor shall provide compe#ent, suitably qualified personne� to perform canstruction as required by the Contract Document�. Contractor shall at a11 times ma,intain good discipline and order at the Site. S. Except as o�herwise required for the safety or protection of persons or the Work or properly at the Sita or adjacent fihereto, and except as otherwi�e stated in the Contract Documents, aIl Work at the Site shall be performed during ReguIar Working Hours. Contractpr waiIl not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without Ci#y's written cansent (which will not be unreasonably wiihheld). Written request (l�y letter or electronic comrnunication} to perforrn Work: for beyond Regular Working Hours request rnust be made by naan at least two (2) Business Days prior 6.03 2. for Weekend Working Hours request must be made b� noon af the preceding Thursday 3. for I�gai hnlidays xequest must be rnade by noon two Business Days prior to the legal �oliday. Service.s, Materials, and Equipment A. Unless otherwise specif�ed in the Contract Docurnents, Contractor shall provide and assume full xesponsibility for all services, materials, equipment, labor, transportatian, construction equipment and machiriery, tools, appliances, fuel, power, light, heat, �elephane, water, sanitary faciiities, ternporary facilities, and all other facilities and incidentals necessaty �or the performance, Contractor rcquired testing, start-up, and comple�ion ot'the Work. B. All materials and equipznent incorparated inta the W�rk shall be as specif ed or, if nat specified, shall be of good quality and new, except as other�vise pravided in tl�e Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evid�nce (including reports af required �ests) as to the source, kind, and quality of materials and ec�uipment. CITY OF FQRT WORTH &a�le Mnuntain WTP Clearwall No. 3 Reliab CQNSTRUCTIDN 5PGCIFICA7'ION DOCUM�N'CS City Project No. 1D3048 Iul.y 2021 ao �2 ao GENERAL CONDITIONS Page 21 af64 6.04 C, All rnaterials and equiprrient to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, a�d conditianed in accordance with insfiructians of the applicable Supp�ier, except as atherwisc rnay be �rovided in the Contract Documents. D. All ite�s of standard equipment to be incorporated into the Work shall be the latest model at the time of bici, unless atherwise specified. Froject Schedule A. Contractar shail adhere to the Paroject Schedule established in accordance vvifh Paragraph 2.a7 and the General Requiretnents as it may be �djusted from time to time as provided below. 1. Contractor shall submit to City �or acceptance (to the extent indicated in Paragraph 2.07 and the Gen�ral Requirements) proposed adjustments in the Project �chedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project �chedule �ith a manth�y progress payment for the duxation of the Contract in accordance with the schedule specification O1 32 16. 3. Proposed adjustznents in the Project Schedule that wilI change the Contract Time shail be subrnitted in accordance witl�z the requirements of Article 12. Adjustments in Contract Time may only be rnad� by a Change Order. G.45 Suhstitutes and "Or-Equals " A. Whenever an item of material or equipment is specified or described in the Coniract Doc�u�nents by using the narne of a proprietary itezn or the name of a particular Supplier, the specification or description is intended to establish the type, fiinction, appeararice, and quality required. Unless the specification or description contains or is followed lay words reading that r�o like, equivalent, or "or-equai" item or no substitutian is pern�itted, ather items of material or equipment of other �uppliers may be submitted ta City far review under the circumstances described be�ow. 1. "�r-Equal" Items: If in City's sale discretion an item of material ar equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no chaz�ge in r�lated Work will be required, it rnay be considered by City as an "or-equal" item, in which case review ar�d approval of the praposed iteln may, in City's sole discretion, be accomplished without compliance with some or all of the xequirements for approval oi proposed substitute items. For the purposes of this Paragraph 6.OS.A.1, a propased item of material ar equipment will be considered functianally equal to an item so named if: a. the City determines that: 1) it is at least equal in mate�ials af construction, quality, du.rability, app�arance, strength, and design characteristics; CITY OF �'ORT WORTH Eagle Mountain W'PP Clearwell Nn. 3 Rehab CONSTRUCTION SPECIFIL'ATION DOCUM�IVTS City Project No. 103048 July 2021 00 72 00 GENERAL C�NDITIONS Page 22 of 64 2) it will reliably perform at least equally vcrell the function and achieve the resulis imposed by �ie design concept nf the completed Project as a functioning whole; and 3) it has a proven recard of perfarnnance and a�aiialaility of respon�ive service; and b. Contractar certifies that, if approved and incorporated into the VL�c�xk: 1} there will be no increase in cost t� the City or increase in Contract Time; azld 2) it will conform substantially to the detailed requirEments of the item named in the Contract Documents, 2. Substitute Items: a, If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" item undex Paragraph 6.OS.A.1, it may be submitted as a proposed substitute item. b. Contractor shall subrnit sufficieni infarmation as pravzded below to allow City to d�tern�ine if the item of material or equipment proposed is essentially equivalent ta that narned and an acceptable substitute therefor, Requests for review a� propased substitute items of maferial or equipment vvill not be accepted by City fram anyone other than Contractar. c. C�ntractor shall make written applicatian to City f�r review of a propo�ed substitute item of material or equipment that Contractor seeks to furnish or use. The application shaI1 comply with Section O1 25 00 and: 1) shall certify that the proposed substitute item will: a) pexform adequately the functions atxd achieve the results called for by the general design; b) be similar in substance to t�.at specified; c) be suited to the same use as that specified; and 2) will state: a) the axtent, if any, to which the use of the proposed substitute item will preJudice Co�trac�or's achievement of final caaxxpletion on iime; b) �vheiher use of the proposed substitute item in the Work will require a chan�e in any of the Contract Docurnents (or in the provisions of any other dir�ct contract with City for other work on the Project) to adapt th� design to the proposed substitute item; CITY DF FORT WQRTH Eag{e Mountain WTP Clearwel] No. 3 Raltab CONSTRUCTIQN SP�CIF[CATION DOCUMENTS City Project Na [03048 dufy 2D21 DO 72 00 GENERAL CONDITiQNS Rage 23 o.f 64 c) whether incorporation or use of the praposed substituta item in cor�nection with the Work is subject to payment of any license fee ar aroyalty; and 3) will identify: a) all wariations oithe proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) sha11 eontain an itemized estimate of alI costs or credits that vvill result directly or indirectly from use ai such substitute item, ineluding costs of redesign and Damage Clairns of other contractors affected by any resulting ch.ange. B. Substiivae Construction Methods or Proced�cres: If a specific ara:ieax�s, methad, technique, s�quence, ar procedure of eonstruc�an is expressly required by the Coniract Documents, Contractar may furnish or utilize a substituie means, method, technique, sequence, or procedure of construction approved by City. Contractar shall subrnit sufficient information to allow Ci#y, in City's sole discretion, to detarmine that the substitute proposed is equivalent to that expressly called for by the Contxact Docutnents, Contractor shall make written applicat�an to City for revie�v in the satne manner as those provided �n Paragraph 6.OS.A.2. C. City s Evaluation: City will be allowed a reasanable time within which to evaluate each proposal or 5ubmittal rnade pursuant to Paragraphs 6.OS.A and 6.05.B. City may require Contractor #o furnish additional data about the propased substitute. City will be the sole judge of acceptability. No "or-equal" ar substitute will be ordered, installec� or utili�,zed until City's review is complete, which will be evidenced bp a Change Order in the case of a substitute and an accepted Submittal for an "ar-equal." City will advise Contractor in writing of its detersnination. D. Special Guarantee: City may require Contractor to furnish at Contractox's expense a special performance guarantee, waxranty, or ather surety with respect to any substitute. Contractor s�ia2l indemn� and hald har�mless City and anyone directly or ind�rectly employed by them from and against any and all claims, damages, losses and expenses (includirag attorneys fees) arising out of the use of sul�stituted materials or equipment. E. City's Cast Reimbursement: City will record City's costs in evaluating a substifute proposed or subm�itted hy Contractor pursuant to Paragraphs 6.QS.A.2 and 6.OS.B. Whether or not City approves a substitute so propos�d or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required ta reimburse City far the charges for making changes in the Contract Dncuments (or in the provisions of any other direet coratraet with City) r�sulting from the acceptance of each propased substitute. �. Cont�actor's Expense: Contrac#or shall provide all data in support of any propased substitute or "or-equal" at Contractor's expense. GI'1'Y pF rORT WORTH Eagle Mo.untain WTP Clearwell No. 3 Rehab CONSTRUCTiON 5PECIFICAf10N D�CUM�7VTS Cily ProjectT�lo. 103D48 July 2021 00 72 00 GENERAL CdNDITI03+IS Page 24 of 64 � 1. G. City Substitute l�eimbur�sernent: Costs (savings or charges) attributable to accepta�ce oi a substitute shall be incorporatEd to ihe Contract by Change Order. H. Time Extensions: No additional time will be granted far substitutions. ConceYning Subcontractors, Supplie�s, and Others A. Contractor shall perform wi�h hi� own organization, �rork of a va1u� not less than 35% af the value embraced on the Cantract, unless otherwise approved by tlz� City. B. Contractar shall not employ ariy Subcontracto:r, Supplier, ar other individual ar entity, whe�lier ix�itially ar as � replacernent, against whom City may have reasflnable objeetian. Contrac�or sha11 not be required to ennploy any Subcontractar, Supplier, or other individual or entity to fuznish ar per�orm any of the Work against whom Contractar has reason�ble objection (excluding those acceptal�le to City as indicated in Paragraph 6.06.C), C. The C�'ity may fi�r� time to time re�L�ire the use o� certain Subcontractors, Suppliers, or other individuals or en�iiies on the project, and wi11 provide such requirements in the Suppleinentary Canditions. D. Minority Business Ente�prise Complaance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement o.f goods and services on a caniractual basis. If the Cont�act Documents provide fox a MBE gaal, Contractar is required to comply with the intent of the Ciiy's MBE Orc�inance (as amended) by the following: 1. Contractor shall, upon xequest by City, provide complete ar�d accurate information regarding actual wark performed by a IVIBE on �he Contract and payment therafor. 2. Cantractor will not rnake additions, deletions, or substitutions of accepted MBE withoui written consent af �he City. Any unjustified change or deletion shall be a rnaterial breac$ of Contract and may result in debarment in accordance with the procedures autlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or exarnination of any books, records, or files in the possession of the Contractor that wilI substantiate the actual vc�ork perform.ed by an MBE. Material misxepresentation of any nature will be grounds for tertnination of the Cont�ract in accardance with Paragraph 15,02.A. Any such misrepresentation may be grounds �ar disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and orz�issions of the Subcontractors, Sup�liers, and otl�e�• individuals ar entiti�s perforzning or furnishing any of the Wark just as Cantractor is responsible for Contrac#ox's own acts and arnissions. Nothing in the Contract Documents: CITY OF PDRT WORTH Eagle Mountain WTP Clearwell No. 3 Rehx6 COI�ISTRUCTION SPECIFICATIOAI DOCUMENTS City Project No. 103048 )uly 2021 ao �z o0 �EN��, carm�Tro�s Pa$e 25 oi 64 6.07 1. shall create for the beneiit af any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcantractor, Supplier or ofiher individual or entity; nor 2. shall create any obligation on tb,e pat� of City to pay or to see to the payrnent of any moneys due any such Subcontractor, Supplier, or other individuai or entity except as may otherwise be required by Laws and Regulations. F. Con.tractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and o%her individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractox. G. All Subcontractors, �uppliers, and such otlier individuals or entities performing or furnishing any of the VVork sha1l communicate with City tl�raugh Contractar. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuax�t to an appropriate agreernent betwe�n Contractor and the Subcontractar or Supplier which specifically binds the Subcontractor or Suppliex to the applicabl� terms and conditions ai the Contract Documents fax the benefit of City. Wage Rat�es A. Duty to pery Prevailing Wage Rates. The Contractor shaJ.l camply with aIl requirements of Chapter 2258, Texas Government Code (as amend�d}, including the payment of not less #han the rates determined by the City Council of �he City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Dacuments. B. Penalty for Violatian. A Contractor c�r any Subcontractor who does not pay the pr�vailing wage shall, upon demand made by the City, pay to the CiEy $60 for each worker ernplayed for �ach calendar day or part of the day that the worker is paid less than the prevail'u�g wage rates stipulated in these contract documents. This penalty shall be retained by the City to affset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations c�nd City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alle�ed violation af 2258.023, Tcxas Govenunent Code, by a Contrac�or or Subcantraciar, the City shall make an initial determination, before the 31 s# day after the date the City receives the znformatian, as to whether goad cause exists to believe that the violation occurred. The City shall notify in w�rrting the Contractor or Subcontraetor and any affected worker of its initial detezamination. Upon the City's detern�ination that there is gaod cause to believe the Contractor or �ubcontractor has t�iolated Chapter 2258, the City sk�all retain the full amounts claimed by the clailnant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subiracted fro�n successive progress payments pending a finai determination of the violatian. C1TY OF FORT WORTI-1 Eagle Mauntain WTP Clearrvell Na. 3 Rehab CONSTRIJCTIOAI SPECIPICAT[ON DOCUMENTS City Project No, 1 U3fl48 Jiily 2021 00 �a ao GIENERAI. CONDIT[QN5 Page 26 of 6�4 6.08 D, Arbft�ation Requared if Violation Not Re.solved. An issue relating to an alleged vialation of Sectio�n 2258.023, Texas Government Code, including a penalty owed to the Ciiy or � affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (.A.rticle 224 et seq., Revis�d Statutes) if th� Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 1 Sth day after the date the City makea its ini�ial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator befor� the 1 lth day after the date that arbitration is required, a distric� court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the ax�bitration. The decision and award of the arbitrator is final and binding on all parti.es and may be enforced in any court of competenf jurisdiction. E. Reco�ds to be Maintained. The Contractor and each �ubcontracta� shall, for a periad of three (3) years fallowing the date of acceptance of the worl�, rnaintain records that show (i) the nam.e and occupation of each worker employed by the Contractor in the construction of the Work provicied for in this Contract; and (ii) the actual p�r diem wages paid to eaeh vvorker. The records shall be open at all reasonable hours for inspeGtioan by the City. The provisions of Paragraph Fi.23, Right to Audit, sha11 pertain to this inspection. F. Progress Paymetats. Witl� each pragress payment or payrall period, whichever is less, the Contractor shall submi� an affidavit stating that the Contractor has complied with the requiretnents of Chapter 2258, Te�as Governtneni Code. G, Posting of �age Rates. The Contractar sha11 post pravailing wage rates in a con�picuou� place at all times. H. Subcont�actor Campliance. The Contractor shall inelude in its subcantraets and/or shall otherwise require all of its Subcdntractors to comply with Para�raphs A through G above. Patent Fees and Roy�lties A. Contraetor shall pay all license fees and royalties and a�sume all costs incident to the use in the perforrnance of the Wnrk or tt�e incorparation in the Work af any in�ention, design, process, product, oar device w}uch is the subject af patent rights or copyrights held by athers. If a particular invention, design, pracess, product, or device is speci�ied in the Contract Docurnent� for us� in the per�ormance of the Work and if, ta the actual knowledge of City, its us� is subject to patent rights or copyrights calling far tbe payment of any license fee or royalty to others, the existence of such rights shall be disclased by Ciry in the Contract Documents. Failure of the City to disclase such infor�ation does not relieve the Contractor fram its obligations to pay fox #he use of said fees or royalties ta pthers. B. To td�e fullest extent permitted by Laws r�nd Rega�lations, Ca�atraeto� shall inde�rtnifj� and hald harmless Ciry, f�arrt and against all claims, costs, Iasses, and damages (including but nat Iimited to all fees and charges of enganee�s, architects attorneys, and other professianc�ls and ald cou�t o� arbit�ation or athet� dispute resolution costs) arising o�t of or relating to any inf�inge�ent of patent rights or cop}�rights incident to the use in the perfor�mance af the Work or resuliing from CITY OF FORT WORTH Eegle Mauntain WTP C]earwell I�la. 3 Reha6 CONS1'RLICTION SPECIFiCAT[ON DOCUMENTS City Pra,ject%Ia. 1p3048 July 2021 00 �z o0 GENERAL CONDITIONS Page 27 of 64 the incorporation in the Work of any inventian, des�tgrt, p�ocess, product, or devace not specifaed fn the Cantract Dacuments. 6.09 Permits cand Utilities 1h. Co�t�-actor ohtained �e�mits and licenses. Contracto� shall obtain and pay for al.l construction permits and licenses except thase provid�d for in the Supplemen#ary Conditions or C.ontract Documents. City shall assist Contractor, �hen necessax�r, in abtaining such permits and licenses. Contractor shall pay all goverzvmental charges and inspection fees necessary far the prosecutian af th� Work which are applicable at the time of apeni�g of Bids, or, if there are no Bids, an the Ef�ective Date of the Agreerneni, except for pernuts provided by the City as specified in 6.09.B. City sha11 pay al1 eharges of utility owners %x cannections for providing permanent service to the Work. B. City obtained pe�mtfs and licenses. City will obtain and pay for all permits and Iicenses as provided for in the Supplementary Conditions or Contract Documents. It will be tb.e Contractor's responsibility to carry out the pravisions of the permit. If the Contractor initiates changes to the Contract ax�.d the City approves the changes, fhe Contractar is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. Th� City will not reimburse the Contractor for any cost associated with these requirements of arry City acquired permit. The following are pe�nits the City will obtain if required: 1. Texas Departnnent af Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Perrnits 4. Railraad Company Perrnits C. Dutstanding permits and licenses. The City anticipate� acquisition of andlor access io permits and licenses. Any outstanding perrnits and licenses are anticipated to be acquired in accordance wiih the schedule set forth in the Supplementary Conditions. The Projeci Schedule submitted by the Contractor in aceordance with the Contract Documents must consider any outstanding pernlits and licenses. 6.10 Lcaws and Regudations A. Contractor shall give all notices required by and shall comply wiih a11 Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Reguiations, the City shal.l nat be responsible for monitoring Contractor's cornpliance with any Laws flr Regulations. B. If Conh�actor performs any Work kn.owing or having reason to know that it is contrary to Laws or Regula�ions, Contractor shall bear all clairns, easts, losses, and damages (including but not 1i�xaited to all fees and charges of en.gineers, architeets, attorneys, and other prafessionals and aIl CITY OF FORT W07�TH Eagle Mauntain WTP Clearwe�l T�o. 3 Rehab CONSTRUCTION SP�CIF'IGA'I'ION DDCUMENTS C�ty Project No, 103048 duly 2021 00 72 OD G�NERRI. CDNDITIONS Page 28 of 64 court or arbitration or other dispute resolution costs) arising out of or relating to such Work, However, it shall not be C�ntractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, bui this shall not relieve Contractar of Contractor's abligations under Paragraph 3.02. C. Chariges in Laws ar Regulations nat known at tbe time of opening of Bids ha�ing an effect on the cost ar tirne of performanc� of #he Work rnay be the subject of an adjustrnen� in Contract Price or Contract Time. 6.11 Tc�xes A, O� a contract avvard�d by the City, an organization wluch qualifies for exemptian pursuant to Texas Ta.x Code, Subchapter H, Sections 151.301-335 (as arnended}, fihe Contractor may puxck�ase, rent or lease a11 materials, supplies and equipment u�ed or consumed iz� the performance of this contract by issuing to his supplier an exemption c�rtificate in lieu of the tax, said exemption eertificate ta comply with State Camptroller's Ruling .Oa7. Any such ex�mpiian certificate issued to the Contractor in lieu of the �x shall be subject to and shatl compXy wiih the pro�ision of State Comptroller's Ruling ,011, and any ather applicable z-uIings pertaining to the Te�cas Tax Code, Subchapt�r H. B. Texas T� pertnits and infarmation may be obtained from: 1. Co�an,ptroller of Publie Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. �ittp://tivww.window.state.tx,usltaxinfo/taxforn1s/93-for��s.17tn�I 6.12 Use af Site and Clther Areas A. Limitatian on Use of S'ite a�d Other Areas: 1. Contractor shall canfine construction equipnnent, the storage o�' materials and equipment, and the aperations of workers to the Site and other area� permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other ma#erials or equi�ment. Cor�tractor shall assume full xespoz�sibility far any damage to any such Iand or area, ox to the owner or occupant thereof, or of any adjacent land or areas resulting f'rom the performance of ihe VVoxk. 2. At any time when, in the judgment o� the City, the Contractor k�as obsiructed or closed or is carrying on Qperations in a portion af a st�eet, right-of-way, ar easement greater than is necessary for proper execution of the Work, the City may require �he Contractor io finish the section on which operations are in progress b�fore work is cammenced on any addifiional area of tl�e Site, CITY OI FORT WORTH Eagle Mountain WTP Clearwell No, 3 Rehab CONSTRUCTIQIV SPECIPICATION DOCUM�NT5 City Project No. ] 03048 Jttly 2021 00 72 OU GEi3ERAL CONDITiONS Page 29 of 64 3. Should any Damage Claim b� made by any such owner or accupant because of the performance of the Wark, Contractor shall pxomptly attemp# to resolve the Damage Claim. 4. PursuanC to Pa�agraph d.21, Contractar shail indemnify and hold harmless City, fi�ana and c�gainst all elaims, costs, lasses, and damages arising out of ar relating ta any claam o� aciion, legal or eq�itable, brought by any such otivner or occupant agatnst City. B. Remaval of Debris During PerfDrmance of the Work.• During the progress of the Wark Contractor shall keep the Site and other areas free fram accumulations of waste materials, zubbish, and other debris. Remaval and disposal of such waste �naterials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. �ite Maintenance Cleanang: 24 hours after written notice is giv�n to the Contractox thai the clean-up on the job si#e is proceeding in a manner unsatisfaetory to the City, if the Contractor fails ta eorreet ihe unsatisfactory procedure, the City may take such direct act�on as #he City deems apprvpr�ate to correct tk�e clean-up def ciencies cited to the Contractor in the written notice (by Iet#er or electranic communication), and the costs of such direc� a�cdon, plus 25 % of such costs, shall be deducted from �e monies due or to become due to th� Contractor. D. Final Site Clec�ning: Prior to Final Acceptance af the Work Contractor shall elean the Site and the Work and rnake it r�ady for utilization by City or adjac�nt property owner. At the completion af the Work Contractor shall remove from the Site a11 tools, appliances, construction equipment and machinery, and sutplus materials and sI7a�1 restore to original condition or better all properry disturbed by the Work. E, Loading Structure�: Contractor shall not load nor perinit any part of any stnzcture to be �oaded in any manner that will endanger the structure, nor sha�1 Contractor subject any part of the Work or adjacent property ta stresses or pressures that will endanger it. 6.13 RecoNd Documents A. Cantractor shall maintain in a safe place at the 5ite or in a place designated b� the Contractor and approved by the City, one (1) record copy a� ali Drawings, Specifications, Addenda, Change Qrders, Fieid Orders, and written interpretations and clarifieafiions in good order and annotated to show changes rnade during construct'ton. These record documents together witri all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon connpletion of the Work, these record documents, any operation and maintenance manuals, and Subrnittals wili be delivered to City prior to Final Inspeciion. Conhactor shall include accurate Iocations for buried and imbedded items. 6.14 Safety and �rotection A. Contractor shall be solely responsible %x initiating, maintaining and supervising all safety precautions and programs in corauiection with the Work. Such xesponsibility does no� relieve Subeontractors of their responsibility far the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor �hall C1TY QF FQR7' WORTH Eagle Movntain WTP Clearweil No. 3 Rehab CONSTRUCTION SPEC�FICATION DOCUMENTS City Project No. 103048 7uly z021 00 �a ao GENERAL CONI71T10N5 Page 3U af 64 6.1 S G.16 6.17 take a.11 necessary precautions for the safety of, and shall provide the necessary protection to pre�ent damage, injury ox Ioss ta: 1, all pe�sons on �t�ae Site or who may be affected by the Work; 2. all �he Work and materials and equipment io �e incorporated therein, whether in storage on or off the Site; and 3. other pr�periy at the Site or adjacent thereta, including trees, shrubs, lawns, wallcs, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to t�e safety of p�rsons or property, or to the proteetion of persons or property frorn darnage, injury, or loss; and shall ereet and maintain all necessary safeguards for such sa£ety and proieciion. Contractor shalI notify owners of adjacent property and of Underground Facilities and other utility owners when prosecutian o�' the Work may affect �em, and shall cooperate vvith them in th� protection, removal, relocation, and replaceznent of their property. C. Conlxactor sha11 comply with the applicable requirements of City's sa#'ety programs, if any, D. Contractor shall inforrn City of the specific requirements of Cont.ractor's safety prograrn, if any, with which Ciiy's ezn�ployees and repres�ntatives must comply while at the Site. E. All damage, injuxy, or loss to any property re�erred io in Paragraph 6.14.A.2 or 6.14.A.3 caused, directXy or indirectly, in whole or in� part, by Contractor, any Subcontractor, Supplier, or any other individual or en�ity direcily or indir�ctly employ�d by any of them to perform any of the Worl�, ar azryone for whose acts any o�'them may be liable, sball be remedied by Cantractor. F. Contractor's duties and responsibiIities for safety and for protection of the Work shall continue until such time as all the Wark is completed and City has accepted the Work. Safety Representative Contractor shall inform City in writing of Cantractor's designated 5afety representative at the Site. Haza�d Communieation Programs Co�firactor shalI be responsible far coordinating any exchar�ge of materia.l safety data sheets or o�her hazard communicatian information raquired ta be made available to or exchaz�.ged between or among ernpioyers in accordance with Laws or Regulations. Emergencies and/or Rectffication A. In emergencies affecting the safety or protection of person� or the Work or property at the Site ar adjacent thereto, Contractar is obligated to aot to prevent threatened damage, injury, ar loss. Contractor shall give City prompt varitten notice if Contractor believes that any significarrt CITY OF FORT WORTH Eagle Mountain 'WTP Clearwel] No. 3 Rehab CON5Tl2UCTI03�f SPECIFIC�ITION 17OCUIvIENTS City Project No. I.03048 Iuly 2021 OD 72 00 GEi�4ERAi, CONDITIONS Page 31 of 64 changes in ihe Wark ar variations from the Contract Documents have been caused thereby ox are required as a res�alt thereof. If City dete�rnines that a change in the Contract Documents is required because of the ac#ion taken by Contractor in response ta sueh an emergency, a Change Order may be issued. B. Should th� Con�ractar fail to respond to a request from �Ue Ciiy to rectify any discrepancies, amissions, or correctzon necessary to conform vv��th the requirements of the Contract Dacuments, the City shall give the Contractar written notice that such work or changes are to be performed. The written natice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the eondition. In the event the Contractor does not take positive steps to fulfili this written request, or does not show jusi cause for not talcing the proper ac�ion, within 24 haurs, the City may take such remedial action with City forces ar by cantract. The City shall deduct an axnount equal to the en�ire costs for su�h reix�.edial ac#ion, plus 25%0, from any fitnds due or become due the Confiractor an the Project. 6.18 Submittals A. Contractor shall submit req�uir�d Submittals to City for review and acceptance in accordance with the accepted Schedule af Subrnittals (as required by Paragraph 2.Q7). Each submittal will be identified as Ciry rnay require. 1. Submit number of copies speeified in the General Requiremeirts. 2. Data shovvn on the Submittals vviil be complete with respect to quanti#aes, dimensions, specified performance and design critaria, materials, and similar data to show City the services, materials, and ec�uipmenf Contractor proposes to provide ar�d to enable City to review the information far the limited purposes required by Pa�ragraph 6.18.C. 3. Submittals submitted as herein pro�ided by Contractor and reviewed by City f�r coniv:rmance with the design concept shall be executed in conformity with tbe Contract Documents unless otherwise required by City. 4. When Submittals are submitted for ti�e purpose of showing the installation in greater detail, their xeview shali not excuse Contractor from requirernents shovvn on the Drawings and Specifications. For-Informaiion-Only submuttals upon wl�ich the City is noi expeeted ta conduct review or take respansive action may be so identified in the Contract Documents. b. Submit required number of �amples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for w�ieh intended and other data as City rnay require to enable City to xeview th� submittal for the limited purposes requirec� by Paragraph 6.18.C. C1TY OF FORT WORTf-1 �agle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTIDN SPECIFICA�'ION DpCUMENTS � City ProjectNo. L030�18 7�1y 2021 00 72 00 GENERAI. C�NDITIONS Page 32 of 64 l�l��'J 6.20 B. Where a Submittal is requixed by the Cantract Documenfis or ihe Schedule of Submittals, any related Wark pex%rmed prior fa City's review and acceptance of t�e pertine�t submittal will he at the sole expense and responsibility oi Contractor. C. Ciiy's Review: 1, City v�ill provide timely review of required 5ubrnittals in accordance wifih the Schedule o� SubmittaIs aceeptable to City. City's review and acceptanc� will be �nly to deternvne if the items covered by ihe submittals will, after installation ar incarporaiion in the Work, confarm to the infarnnation given in th�e Contract Documents and be campatible with the design cancept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's revievr and acceptance will not extend ia means, methods, teehniques, sequences, or procedures of construction (except whexe a particular means, methad, iechnique, sequence, or procedure of construction is specificaIly and expressly called for by the Contract Documents} or to safety precautians or prngrazns incident thereto. Tiie ieview a�id acce�ia�ice of a separate itern as such will not indicate approval af the assembly in which the item functions. 3. City's review and acceptance shall not relie�ve Contractar from responsibilit� fox any variatian from the requirernants of the Contract Documents unless Contractor has complied with the requirements of Section O1 33 00 and City has given written acceptance of each �uch �ariatian by specific written notation thexeof incarporated in or acco�panying tke Submittal, City's review and acceptance shall not relieve Contractor fram responsibility for complying with the requirements of the Contract Documents. Conti�uing the Work Except as otherwise provided, Contractor shall earry on the Work and adhere to th� Project Schedule during all disputes or disagreements with City. No Work sha11 be delay�d or posfiponed pending resalution of any disputes ox disagree�aents, except as City and Contractor may otherwis� agree in writing, ContractoY's General Wart�anty and Guarantee A. Contractor warrants and guarantees to City that all Work wi11 be in accordanc� r�vith �ie Contraet Documents and will not be defective. City and its ofiicers, directoxs, members, partn�rs, employees, agents, consultants, and subcontractors shall be entitled to rely on representation oi Contraetar's warraniy and guarante�. B. Contractor's warranty and guarante� hereunder excludes defects or damage caused by: l. abuse, modification, or impraper maintenance or operation by persons other than Contractnr, Subcontractors, Suppliers, or any other individual or eniiiy for wham Cantz�actor is re�ponsible; or CITY OF FORT WOl2TI-1 Eegle Mnuntai�� WTP Clearwell Nn. 3 Rehab CONSTRLICTION 5PECIPICATIqN DOCUMGAITS City ProjectNo, i03048 July 2021 00 �z o0 GENERAL COi�IDITIONS Page 33 af b4 2, normal wear and tear under normal usage. C. Contractor's obl�gatinn to perForm and complete the Work in accordance with the Contract Documents shall be absolute. None of the following wi11 constatute an acceptance of Work that is not in a�cordance with the Contract Dacuments or a release af Confixactor's obligation to perform the Work in accordance with �he Contract Documents: 1, observations by City; 2. recomxn.endation or payment by City of any progress or final paymeni; 3. the issuance of a certificate of Final Acceptance by City or any payt�ent related thereto by City; 4. use or occupazacy af the `hlork or any part th�reof by City; 5. any review and acceptance af a Submittal by City; 6. any inspection, test, or approval by othexs; or 7. any correetion vf defective Work by City. D. Th� Contractor shall remedy any defects or damages in the Work and pay for any damage to other woric ox properky resulting therefrom which shall appear within a period o� two (2) �ears from the dat� of Final Acceptance af the Wark unless a longer periad is specified and shall furnish a good and sufficient maintenance bond, complying with the requixements af Article 5.02.B. The City wi11 give notice of observed defects with reasonable promptness. 6.21 Indenunificatian A. Contractor cove�a�ts and agrees tio indemnify, hold harmless and defend, at its own e�cpense, the City, its officers, servants and employees, from and against any and all claims arising auk of, or aIleged to arise put of, the work and services to be performed by the Contractor, its officers, agents, employees, subcantractors, licenses or invitees under ti�is Contract. THi� IND�MNIFICATION PROyIS`ION IS SPEC�FICALLY IlYTENDED TO OPERATE AND BE EFFECTNE EVEN IF IT_I� ALLEGED OR PROVEN THAT ALL OR SOME OF�'HE_ AMA ES E SOUGHT WERE CAU�ED. Il�i WHOLE OR IN PART. BY t�NY ACT. OMISSION OR NE�LIGENCE OF THE CITY. This indemnily provision is intended fo include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actians. B. Contractor co�enants and agrees ta indemnify and hold harmless, at its own expense, the City, ifs officers, servants and employees, from and against any and all loss, damage or destruction of properly of the City, arisin� out of, or alleged ko arise out of, the work and services to be performed by the Coniractor, its officers, agenis, employees, snbcontractors, iicensees or invitees under this Contract. THIS INDEMNIFTCATYON PROVISIQN�� CITY OF �'ORT WORTH Cagle Mauntaii� WTP Clearwell Na. 3 Rehab CONSTRUCTION SPECIPICATIqN i�OCU.M�N7'S City Praject Na. 103Q48 July 202j ao �z o0 GENERAL CONDITIONS Page 34 of 64 6.22 6.23 E CALLY ED TO OP � AND B CTIVE EVEN I'�' AL GED OR TAAT SOME OF THE GES E OUGHT �RE CAUSED. I�T WHOLE Q�_ IN PART. BY ANY ACT. OMISSIUN OR �GLIGEIl10E O�' THE CITY. Delegation of Professional Design Services A. Contractor will not be required to pro�ide professianal design services u�iess such servac�s are specifically required by the Cantract Documents for a portion of the Work ar unless ,�uch services ar� required to carry out Contractor's responsibili�ies for construction means, methods, techniques, sequences and procedures. B, If professional design services or certifications by a design professional related to systems, materials or equipment �re specifically required of Contractor by the Contract Docutnents, City will specify all perfarmance and design eriteria thaf such services must satisfy. Contractar shaiJ cause such services or certificataaa�s to be provided by a properly licensed professional, whose signature and seal s�aall appear on all drawings, calculatious, specificaiinns, certifications, and �ubmittals prepared by such professional. Sub�nittals relaied to the Work designed or certif ed by such professional, if prepared by others, sha1l bear such professional's written approval when submitted ta Ciry. C. City shall be entitled to rely upon the adequac�, accuracy and completenes� of th� services, certifications or appravals perfoi�-ned by such design professionals, provided City h.as specified ta Contractor perforrnance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.2�, City's review and acceptance nf design calculations and design drawings will be only far the lirnited purpose oi checking for conformance with perfoxrnance and design criteria given and fhe design concept expressed in the Con�ract Documents. City's review and aceeptance of Submittals (except design calculatian.s and design drawings) will be anly for the purpose stated in 1'aragraph b.18.C. Right to Audit A. The Contractor agrees that the City shall, unfil the expiration of thre� {3) years after final payment under this Cantz•act, have access ta and the right to examine and photocopy any directly pertinent baoks, documents, papers, arid records of the Contractor involving transactians relat�ng to tl�is Contract. Contractor agrees that the City sha11 have access during Reg�lar Warking Hours to a.Il necessaty Contractor faciiities and shall be provided adequaie and approp�iate work space in order to conduct audits in compiiance with ihe pravisio�ns of this I'aragraph. T�e City shall give Contractor reasanable advance notice of intend�d audits. B. Contractor further agrees to inelude in all its subcontracts hexeunder a provision to the effeet that tk�e subcontractor agrees that the City sha11, until the expiration of three (3) years after final payment under this Cantract, have access ta and th� right to examine and phatocopy any directly per�inent books, documents, papers, and recoards of such Subcontractor, involving transactions to the subcont�•act, and furkher, that City shall have access during Regu�ar Working Hours to ail CITY OF FORT WORTH �agle Mountain WTP Clearwell No. 3 Aehab CONSTRUCTION 5PECIFICAT'IO1� DOCUMCI�I'I'S City ArajectNo. 1D3048 July 2021 00 �a o0 GEi�fERAL CONDIT[03+15 Page 35 of 64 Subcontractor facilities, and shall be pravided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragrapb.. The City shall give Subcontractor reasonable advance notice of in�ended audits. C. Cantractox and Subcontraetar agree to photocopy such docurnents as rnay be requested by the City. The City agrees to reimburse Contractor for the cost of the copie� as fallows at the rate published in the Texas Administrative Code in effeet as oithe time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operat�ng Public Transportation Frograms and i�nplementing �ransit- related praj�cts, which are funded in parE with Federal financial assistance awarded by the U.S. Depar�ment of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amertded.� Contractor shall coxnply with the requirements of the Act anc! the Regulations as further defined in the �upplementary Conditions for any project receiving Federal assistance, ARTICLE y— OTHER WORK AT THE SITE 7.01 Related' Work at Site A. City may perform other work related ta the Project at the Site with City's ennployees, or other City cont�ractors, or through other direct contracts thexefar, or i�ave other wark performed by utility owners. If such other wark is not not�d in the Contract Documenfis, fhen written notice thereof will be given to Contractor prior io starting any such ather vvork; and B. Contractor shall affoxd each other contractor whv is a parry to such a direct contraet, each utiliiy awner, and City, if City is perfamling other work with City's employees or other City. contractors, proper and safe acces� ta the Site, provide a r�asonable opportunity for the iniroduction and storage af nnaterials and equipment and the execution ai such other work, and properly caordinate the Work with theirs. Contractar shall do all cutting, fitting, and patching af #he Wark that may be required to properly connect or otherwise make its several parts eome togetl�er and properly integrate with such ather wark. Contractor shall noi endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor rnay cut or alter athers' work with the vvritten cansent of City and ihe others vcrhose work will be a�ected. C. If the proper execution or results of any part of Contr�etor's Work depends upon r�vark performed by athers under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or cieficiencies in such other work thai render it unavailable ar unsuitable for the proper execution and results of Contractar's Work. Contractor's fai�Iure to sa report will constit�te an acceptance of such other work as fit and proper far integration with Cantracfor's Work except for Iatent defects ir� the work provided by others. CITY OF FORT WORTH �a$le Mountain WTP Clearweli No. 3 Reha6 C��STRUCTION SPECIFICA'1'IpN DOCUMENTS City Praject I�Io. 103048 July 2021 00 72 00 GENERAII CONDITIONS Page 36 of 64 7.02 Coo�dinatiora A. If City intends to contract vvitl� others for the performance af oth�r wark on the Project at the Site, the following will be set forth in Supplementary Condi�ions: the indi�idual or entity who will have autb,ariry and responsibility for coardination of the activitzes arnong the various contractors will bc identified; 2. fihe �pecific matters to be covered by such authority and responsibility will be itemized; azad 3. the extent of such authority and responsibilities will be pxovided. B. Unless otherwise provided in �lie Supplementary Conditions, City shall have authority for such eoordination, ARTICLE 8 — CITY'S RESPONSISILIT�ES 8.01 Comrraunications to Contr�actar Except as othexwise provided in the Supplernentary Conditions, City shall issue all communications to Contractor. 8.02 Fu�nish Data City shall timely furnish the data requiared under the Contract Docunnents. 8.03 Pay When Due 8.04 8.05 8.06 City shall make payrnents to Contractor in accordance with Article 14. Lana's and Ea,rements; Reports and Tests Ci#y's dutres with respect to providin.g lands and easaments and providing engin�ering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragrapl� 4.02 refer� ta City's identify'rng and making available to Contractor copies of r�parts af explorations and tests of subsurface conditions and dxawings of physical conditians relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Docuxr�enis, Change O�-ders City shall execute Change Ordexs in accordance with Paragraph 10.03. Inspectzons, Tests, and Approvals City's responsibility wi�1i respect to ce�tain inspections, tests, and approval5 is set forth in Paragraph 13.03. C1TX OF FORT WORTH Eagle Mnuntain WTP Clearwei] No. 3 Rehab CONSTRUCTION 3P�CIFICATION DOCUMEIVTS CiTy Project No. 103048 July 2021 OD 72 00 GENERAL CQND�TION5 Page 37 af 64 8.07 Limitatians ara City's Responsibilities A. The City shall nat supervise, direct, or have control ar authority over, nor be responsi.ble for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and pragrams incident thereto, or for any failure of Coniractor to comply with Lar�vs and Regulations applicable to the performance af the Work. City will not be responsible far Contractor's failure tn perforrn the Wprk in accordance with the Contract Documents. B. City wifl notify the Conttactor of applicable safety plans pur�uant to Paragraph 6.14. 8.p$ Undisclosed Hcrzardous Environmental Condition City's responsibility with re�pect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.QG. 8.49 Canapliance with Safety Prog�am While at the Site, Ci#y's ernployees and represen�atives sha11 comply with the specific applicable requirernents af Contractar's safety programs of which City has been infarmed pursuant to Paragraph 6.14. ARTICLE 9— CTTY'� OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's P�oject Marcager City will provide one or more Praject Managex(s) during the construction period. The duties ana respansibilities and the limitations of authority of City's Project Manager during coz�struction are set forth in the Contract Documents. The City's Pxoject Manager for this Contract is � inse�-� name here >, or hislher successor pursuant ta written notification from the Director of < insert n�anaging de}�artmei�t here >. 9.02 Pisits ta Site A. City's Project Manager will make visits to tY�e Site at intervals appropriate to the various stages of eonstruction as City de�ms necessary in order to observe the progxess that has been made and the quality of the various aspects of Contractor's e�ecuted Work. Based on information obtaineci during such visits and observations, City's Projec# Manage;r will deterrnine, fn g�neral, if #he Work is proceeding in ac�ordance with the Contract Documents. City's Project Managex will nat be required to make exhaustive or continuous inspections an the �ite to check ihe quality or quantity of the Work. City's Prajec� Manager's effort� urill be directed toward praviding City a greater degree of confidence that the con�pleted Work will confarm generally to the Conlxact Documents. B. City's Project Manager's visi�s and observatians are subject to al1 the limitations on authority and responsibiXity in �lie Coniract Dacuments including those set fortk� in Paragraph 8.07. CITY QF FORT WORTIi Eagle Mou»tai.n W'I'P Clearwell No. 3 Re��ab CONSTRUCTION SPECiFICATION DOCLTMENTS City Project Na. 1 D3D48 .luly 2021 00 72 00 GCM�RAL CONDITIONS Page 38 of 64 9.03 Autho�ized T�ariations in Work 9.Q4 9.05 � i. Cit�'s Project Manager rnay authorize minor variations in the Vilork from the requirements af the Cantract Documents �vhich do not involve an adjustment in the Con�ract Price or the Contract Tirne an�d are compatible with the design concept pf the completed Project as a functioning whole as indicated by the Contract Dacurnents. These may be accomplished by a Fie1d Order and will be bandi�txg on City and also on Contractor, who shall perforzn the Work involved promptly. Rejecting Defectave Work City wilI have authority to reject Vi�ork which City's Projeci Manager believes to be defective, or will not produce a completed Pxoject that conforms to the Contract Documenis or tliat wiYl prejudice the integxity of the design coneept of the completed Praject as a functianing who�e as indicated by the Contract Documents. City will lxave authority to conduct special inspection ar testing af the Work as provided in Article 13, whether or not the Work is fabricated, installed, ar eompleted. Determinations for YVork Pepformed Contractor will determine the actual quantities and classifications o� Work perfarmed. City's Project Manager wilI review with Con�ractor the preliminary determinations on sueh matters before rendering a writt�n recommendation.. Ciiy's written decision will be final (except as modified to reflect changed iactuaI conditions or more accurate data). Decisaons on Requirements af Contract Dacur�enis crnd Acceptability of �ork A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a r�ritten decision on any issue referred. C. City's written deeision on the issue re�erred will be final and binding on the Contractox, subject to the provision� af Paxagraph 1 D.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA �VORK 10.01 Author�ized Changes in the Work A. Withaut in�alidating the Contract and without no�ice ta any surety, City may, at any time ar from time to time, arder Extra Wark. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under fihe applicable conditions of the Contract Dacuments (except as otherwise speeifically pro�ic�ed), Extra Work sha11 be memorialized by a Change Order which may or may not precede an order af E�tra work. B. For minor ck�anges of Work not requiring changes to Contract Time or Contract Price, a�ield d�rder may be issued by the City. CITY OF FORT WORTH �agle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTION 5PECIFICATIqN AOCUMENTS Ci[y Project Na. 103Q48 7uly 2021 00 �z o0 GENERAL CONT]ITIOi�fS Page 39 of 64 14.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increa,�e in the Can�xact Price or an extension of the Contract Time with respect io any work performed that is no� required by the Contract Documen#s as amended, modified, or supplemented as provided in Paragraph 3.�4, except in the case af an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Ordeps A. City and Contrac�or shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph IO.Q1.A, (u) required because of acceptance of defec�ive Work under Paragraph I3,08 or City's correction af defective Work under Paragraph 13.09, or (iii) agreEd to by the parties;. 2. changes in th� Cantract Price or Cantract Time which are agreed #o by the parties, including any undisputed sum or aanount a�time for Work actually pe�ormed. 10.0� Extra i�ork A. �hould a difference arise as to w�l�at does ar does not constitute Extra W�rk, or as to the payment thereof, and the City insists upan its performance, the Con�ractor shall proceed with the work after making writien request for written orders and s�a11 keep accurate account of the actual reasnnable cost thereof. Contract Claims regardir�g Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall fi�rnish the City such installation records a� all deviations from ihe nriginal Contract Dacuments as rnay be necessary ta en.able the City to prepare for perma.nent record a corrected set of plans showing the actuaI installation. C. Th� compensation agreed upon �ox Eactra Work whether or not initiated by a Change Order shall be a iull, camplete and final payment for a11 casts Contraetor incurs as a result or relating to the change nr Extra Work, whether said costs are known, unknown, foreseen or unfareseen at that fiime, including without limitatian, any costs for dela�, extended overhead, ripple or impact cost, or any other effect an changed or unchanged work as a resu,lt of the change or Extra Work. 10.05 Notification to Surety If tbe provisions of any bond require notice to be given to a surety of any change affecting the general scope af the Work or the provisions of tl�e Cantract Docurnents (including, but not limited to, Contraet Price or Contract Time), �he giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor �o xeflect the effect of any such change. CITY OF rORT WOR"I'H � �agle Mountain WTP Clearwell No. 3 Rehab CONSTRIICTION SP�CIP'ICATION �OCUMEN'fS Ciiy Project Na, 103048 3uly 2021 00 �a o0 GEI�lERAL CONDITI�NS Page 40 of 64 10.06 Contract Glaims Process A. City's Decision Required: All Contract Claims, except tbose waived pursuant to Paragraph 14.09, shalJ be referred to the Ciry for decision. A decision by City shall be required as a conditian precedent to any exercise by Contractor o� any rights or remedies he may atherwise hava under the Contract Documents ox by Laws and Regulations in raspect af such Contract Clairns. B. Notice: Written notice �tating the general nature of each Contr�ct Claim shall be delivered by the Contractor to City na later than 15 days after the start of the event giving rise thereto. The aresponsibility to substantiate a Contract Claim shail rest �vith the party malcing the Contract Clairn. 2. Notice of the amqunt or extent of the Contract Cla.im, with supporting data shall be delivered to the City on or before 45 days fiam ttze �tart of the e�ent giving rise thereta (unless the City allows additional time far Contractor to submit additional ar more accurate data in support of such Contract Clairn). 3. A Contract Clairr� for an adjustrnent in Contract Price shall be prepar�d in accordance with the provisions of Paragraph 12:Q1, 4. A Contz•act Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. S. Each Contract CIaim shall be accompanied by Cantractor's written stat�m�nt that tbe adjustment claimed is the entire adju�tme�t to which i�e Contractor believes it is entitleti as a result of sa.id event. 6. The City shall submit any respanse fo the Contractor wi�hin 30 days after reeeipt of the claimant's last submittal {unless Contract allaws additional tim�). C. City's Action: City �uill review each Contract Claim and, �v,�ithin 30 days after receipt of the last submittal of tl�e Contractor, if any, take one of the fallowing actions in wariting: 1, deny the Contract Claim in whale ar in part; 2. approve the Contract Claiz�n; or 3. notify the Contractor that the City is unable to resolve the Contract Clairn if, in the Ciry's sole discretron, it would b� inapprapriate for the City to do so. Fox puzpose� of further resalution af the Contract C1aim, such notice sY�all be deemed a denial, CIT�' OF FORT WORTH Eagle Mountain WTP Clearwei] I�a. 3 Aeha6 C�NSTRUCTION SPECII'ICATION DOCUMENTS City ProjectNo. 1�3048 July 2021 D4 72 QQ GEN�RAI. CONDITIqNS Yage 41 of 64 D. City's written action under Paragraph lO.Ob.0 wi11 be final and binding, uniess City or Contractor invoke the dispute xesolution procedure set farth in Article 16 within 30 days of such actaon or denial. E. No Contract Claim far an adjustment in Cantract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10A6. ARTICLE li — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Casts Inclua'ed: The term Cost of �he Work means the sum of a11 costs, except those excluded in Paragraph 11.O1.B, necessarily incurred and paid by Contractar in the proper performarice of the Worl�. When the value of any Work cvvered by a Change Order, the costs to be reimbursed to Con#ractor will be anly those additional or ineremental cpsts required because of t�e cha�ge in the Work. Such costs shall not include any of the costs itemized an Paragraph I I.O1.B, and shall include but not be limitec� to the following ifems: Payro�l costs for employees in the direct etnploy of Contractor in the perfor�x�ance of th� Wark under schedules of job classifica�ions agreed upan hy City and Coniractor. Such erx�ployees shall include, withoui limitatian, superintendents, forernen, ax�d other personnel employed full time an the Work. Payroll cos�s for emplayees not �mployed full time on the Wark shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries wi.th a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which sha11 include social security contributions, unemployment, excise, and payroll ta�es, workers' compensatio�, health and retirement benefits, bonuses, sick leave, vacation and haliday pay applicable there#o. The exp�nses of perforrning Work outside of Regular Vi�'orking Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authori�eci by City. 2. Cost of ail materials and equipment furnished and incorparated in the Work, I$C1l1C�lilg COStS of transportation and starage thereof, and Suppliers' field services required in connection therewzth, 3. Rentals o� all construction equipment and m.achinery, and the parts thereof whether rented from Contractor or ofihers in accordance with rental agreements approved by City, and the costs of taranspartation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of 5aid rental agreements. The ren�al of any such equipment, machinery, ar part� shall cease when the use thereof is no langer necessar� for the Work. CITY OC TORT WORTFi Eagle Mountain WTP Clearwell No. 3 Rehab C�I�lSTRUCTIOI� SP�.CIPICATION DOCUMENTS City Project No. 1 D3048 July 2021 00 72 00 GENERAL COND17'IQNS Page 42 of 64 4. Payments made by Contractar to �ubco�tractors for Work performed by Subconiractors. Tf required by City, Contractiar shall obia'vi competitive bids from subcontractors aceeptable to City and Contractor and shall deliver such bids to City, who will then determir�e, whieh bids, if any, will be acceptable. If any subcontract pr�vides that the 5ubcontractor is to be paid on the basis of Gost of tk�e Work plus a fee, tbe Subcontractor's Cnst of th� Wark and fee shall be deteat�mined in the same manner as Contractor's !Cost of the Work and fee as pro�ided in this Paragraph 1 I.O 1, 5. Costs of special consultants (ineluding but not limit�d to engine�rs, architects, testing laboratories, surveyars, attorneys, azad accountants) employed for services specifically related to �he Work. 6. �uppi�mental costs including the following: a. The proportian of necessary transportation, travel, and subsist�nce expenses of Contractor's emplayees incurred in discharge of dutias connected with the Work. b. Cast, including transpartatinn and maintenanc�, of aIl maierials, supplies, equipnlent, maehinery, appliances, o�fice, and temporary facilities at the Site, and hand toQls not ov�rned by #he workers, which are cansuzned in the perforrnance a� the Worl�, and cost, less market value, of such items used but not consutned wl�ich remain �ha property of Contractor. c. Sales, consutner, use, and other similar ta�es related to the Work, and fnr which Cantractor is liable not covered under Paragraph 6.11, as irr�posed by Laws and Regula�ions. d. Deposit� last far causes other than negligence of Contractar, any 5ubcontractor, or anyone dixectly or inclirectly employed by any of them or for whose acts aziy of them may be liable, and royalty payments and fees far permits and licenses. e. Losses and damages (atid relaied expenses) caused by damage to th� Work, not compensated by insurance or otherwise, sustained by Contractor in cannectian with the perfon�nance of the Work, provided such losses and damages I�ave resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectiy employed by any of them or far who�e acts any of ihem may be 1zable. Such losses shall includ� settlement,s made with the writt�n consent and approval of City. No such losses, damages, and expenses shall be included in �he Cost of the Wnrk for fihe puzpose af determining Contractar's fee. � The cost of utilities, fuel, and saz7.itary facilities at the Site. g. Minor expenses such as fielegrams, long distance telephone ca11s, telephone a�d communication services at the Site, express ar�d courier services, and sim�lar petty cash itei�ns in connection with the Woxk. CITY OF FqRT WORTH Eagfe Mountain WTP Glearwell No. 3 Rehab CON51'RUCTIpN SPECIFICATION DOCUMENTS City A.roject No, 103Q48 July 202] 00 72 OD GENERAL CONbIT1QN5 Yage 43 of 64 h. The costs of premiums for all bonds and insur�nce Cantractor is required by the Contract Documents to purchase and maintain. B. Costs Exclua'ed.� The fierm Cast o�the Wark shall not include any of the following items: Payroll C05t5 r`�TiC� other compensation of Contractoar's oificers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineexs, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,. expediters, ti�nekeep�rs, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch of�ce for general acim.inistration of the Work and not �pecifically included in th� agreed upon schedule of job classificatians referred to in Paragraph 11.01.A.1 or spe�if cally covered by Paragraph 11.O1.A.4, a11 of which ar� ta be cansider�d adminisfirative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractar's capital expenses, includax�.g u�terest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due ta the z�egligence of Contractor, any Subcantractar, or anyone directly or indirectly amployed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defecti�e Work, disposal of ma#erials or equipment wrongly supplied, and making good arry damage to property. 5. Other overhead or general expense costs of any kind. C. Cont�actor's Fee: When a11 the Work is performed on the basis of cost-p1us, Contractar's fee shall be deterinined as set iarth in the Agreement. When the value of any Wark covered by a Change Order for an adjustment in Contract Price is detexmined on the basis of Cost of the Vi7ork, Contractaar's fee shall be deternvned as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.O1.A and 11.O1.B, Contraciar wi11 establish and maaintain records thereof in accordance with generally accepted accounting practices and submit in a form acc�e}�table to City an iternized cost breakdown �ogether witY� supporting data. 11.02 Allowances A, Specifaed Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in ihe Cantract Dacuments and shall cause the �Vork so covered to be performed for sucn sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Cantractor agrees that. CITY OF �ORT WORTH Eagle Moiintain WTP Clearwell Na. 3 Rehab CONSTRUCTION SPECIFICATION DOCUMENTS City Prnject No. 103048 .fuly 2021 00 72 00 GENERAL CONDIT[ONS Page 44 of 64 a. the pre-bid allowances include the cost to Cont�actox of nnaterials and equipment required by the allovvances ta be delivered at the Site, and a11 applicable ta�es; and b. Contractor's costs for unloading and handling on the Site, labar, installation, averhead, profit, and other expenses contemplated for the pre-bid allowan.ces have been inclnded in th� allowances, and no demand for additional payment on account of any of the foregoing will be valid, C. Coniingency Aldowance: Contraetor agrees that a contingency aIlowance, if any, is for the sole use of City. D. Prior to �nal payment, an appropriate Ghange Order will be issued to reflect aotual arnaunts due Contractor on account o#' Work covered by allowances, and the Contract Price shall be carrespandingiy ad�usted. 11.03 Unit P�ice Work A. Where the Contract Documents provide that aIl or part of the Work is to be Unit Price Work, initially the Contracf Price will be deemed to include for all Unit Pxice Work an amouz�t equal to the surn of the unit price for each separa�ely identified itern of Unit Price Work times th� estimated quantiiy af each item as indicated in the Agreement, B, The estimated quantities of iterns of Unit Price Work are not guaranteed and are solely for the purpose of cornparison of Bids and determining an initial Contract Price, Determinations of the actual quantities and classifications of Unit Price Wark pez�ormed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractpr to be adequafie to caver Contractor's overhead and profiti for each separately identified item. Work described in the Contract Documents, ar reasanably iz�erred as required for a functionally camplete installatian, but nat idenfiified in the lisiing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjusttn�nt in the Contraet Price in accaxdance with Paragraph 12.01 if, 1. the quantity of any item of Unit Price Work performed by Contractor differs mat�rially a.nd significantly from the estirnated quantity of such item indicated in the Agreernent; and 2. the:re is no corresponding adjustment with respect to any other itern of Work, E. Increa,sed or Dec�°eased Quantities: The City reser�res �ie right to order Extra Work in accardance with Paragraph 10,Q1. Tf the changes in quatititaes or the alterations do not significantly change the character af �uork unc�er the Contract Document�, the altered work will be paid for at the Cantract unit price. C[TY OF FORT WOR1'[-I Eagle Niauntain WTP Clearwe]] No. 3 Rehah C�PISTRUCTION SPECIFICATION i30CUMENTS City Praject No. ] 03048 7uly 2021 00 72 OD GENERAL CONDITiDNS Page 45 of 64 2. If the changes in quantities or alterations significantly change the character of work, the Conttact will be amended by a Change Order. 3. If no unit prices exist, this wi�l be consi.dered Extra Work and the Contract vvi11 be amended by � Change Order in accardance with Article 12. 4. A significant change in the character of work occurs when: a. the characfer of work for any Item as altexed differs materially in kind or nature from that in the Contract or b. a Major Item af work varies by more than 25% from the original Contract quantity. When the quantity of work to be done under any Major It�m of the Cantract is moxe than 12S% af the original quantity stated in the Contract, then either party to the Contraci may request an adjustment to the unu`tt price an ihe portion of the work that is above 125%. b. When the quantity of wark to he done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Meas°urement A. Plans quantities may or rnay not represent the e�act quantity af work performed or material moved, handled, or placed during the execution of the Contract. Tbe estirnated bid quantities are designated as final payment quantities, unless revised by the gouerning Sectian or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" fox specific Items) from the total estimated quantity for an�ndivid�al Item originally shown in the Contxact Documents, an adjus#ment may be rnade to the quantity of authorized work done for payment purpose�. The pariy to the Contrac# requesfing the adjustment will provieke field measurernents and calculations shor�ving the final quantity for which payrnent will be made. Payment for revised quant�ty wi11 be made at the unit price bid for that Item, except as pro�ided for in Article 1 p. C. When quantities are revised by a change in design approved by the City, by Change Order, or to eorrect an error, or to correct an error on the p�ans, the plans quantity will be increased ar decreased by the amaunt involved in the change, and the 25% va�r�ance will apply to the new plans quantiiy. D. If the tatal Contract quantity multiplied by the unit price bid for an individual Item is less than $25Q and the Item is not originall� a plans quantity Item, th�n the Item riaay be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WflRTH Eagle Mountain WTP Clearwell I�o. 3 Ashab CONSTRiICTIOI�# SP�CIF[CATION DOCUMEAITS City Project No. 103D48 J uly 2021 00 �z o0 GEN�RAI, CQNDITIpNS Page 4b oFb4 E. For callouti work or non-site specific Contracts, the plans quantaty measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHAl�GE OF C01�1TRACT TIME 12,01 Change af Contract Price A, The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be deterrnined as follows: where the Work invalved is covered by unit prices contai�ned in the Contract Documents, by application of such unit prices to the quantities of the it�rns involved (subject to fihe provisions o�Paragraph 11.03}; or 2. where the Work in�olved is no� covered by unit prices contained in the Contract Documen�s, by a rnutually agreed lump sum or unit price (which may include an allowance for overhead and prof t not n�cessarily in accoxdance with Paragraph 12.01,C.2), and shall iun.ctude the cost of any secondary impacts that are fores��able at the time of prieing the cost of Extra �ork; or 3. where the Work invol�ed is nat covered by unit prices contained in the Contract Docuznents and agreement ta a lum.p sum ar unit priee is not reached under �aragraph 12A1.B.2, on the basis of the Cost of the Work (determined a� provided in Paragraph 11.Q1) plus a Contractor's fee far overhead and profit (determined as pro�ided in Paragraph 12.O1.C). G Contr�actor's �'ee: The Contraetor's additional fee for overhead and profit shall be detern�uned as follows: 1. a mutualIy aceeptable fixed fee; ar 2. i� a fixed fee is not agreed upon, then a fee based oz� the following percentages of the various portions of the Cost of th� Work: a. for costs incurred under Paragraphs 1I.01,A,1, 11.OI.A.2, and 11..O1.A.3, the Cantractor's additionaI fee shall be 1 S percent except for: 1) xental fees for Contractar's ovun equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.O1,A.4 and 11,01.A.5, the Contractor's fee shall be five percent (5%}; 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.O1.C.2.a and 12.O1.C.2.b is tI�afi the Subcontractor w�o actualIy per�otms the Work, at whataver CITY QF FORT WORTI-i Eagle Mourrtain W7'P Cleatwe!] No. 3 Reltah CQNSTRUC7'IQN SP�CIrICAT10N DdCUN[ENTS City Praject No. 103048 luly 2021 noaz an �ErrEtur� carrbirioNs Page 47 of 64 tier, will he pasd a fee of 15 percent of the costs incurred by such Subcontractor under Para.graphs 11.O1.A.1 and 11.OI.A.2 and that any higher tier Subcontractor and Contractar will each be paid a fee of five percent (5%} o�fhe amaunt paid to the next lawer tier Subcontractor, however in no cas� shall ihe cumulative total oi` fees paid be in excess of 25%; no fee s�iali be payalale on the basis of costs itemized under Paragaphs 11.01.A.6, and 11.01.B; d, the amourit oF credit to be allovtired by Coniractor to City for any change which results in a net decrease in cost will be the amaunt of the actual net decrease in cost plus a deduction in Contractar's fee by azi amount equal to five percent (5%} of such net decrease. 12.02 Change of Contract Tirrse A. The Contract Time may only be changed by a Change Order. B. No extension of th� Contract Time will be allowed for Extra Work or far claitned delay unless the Extra Work conte�xaplated or claim�d delay is sho•wn to be on the crifiical path of th� Project Schedule or Contrac�or can show by Critical Path Method anaIysis haw the Extta Wark ox claimed delay adversely affects the critical path. 12.03 Delays A. Where Contraetox zs rea�onabiy delayed in the performance or complefaan of any part of the Work within the Contrac� Time dne fio deiay beyond the eontrol of Contractor, the Con�ract Time may be extended i�a an amount equal to the time lost due to such delay ii a Contract Glaim is rnade therefar. Delays beyond the canfiral of Cantractor shall include, but not be limited ta, acts or neglect by City, acts or negiect af utility owners or other contractoars performing other work as contemplated by Article 7, fires, floads, epidemics, abnortnal weather conditions, ox acts of God. �uch an adjustment shall be Contractor's sole and exclusive remedy for the deiays deseribed in this Paxagraph. B. If Contractor is delayed, City sha11 n�t be liable to Contractor for any elaims, costs, lasses, or damages (in.cluding but not limited to all fees and charges of engineers, architects, attorneys, and oth�r professionals and all court ar arhitration or other dispute resalution costs) sustain�d by Contracfiox an or in connection with any other project or anticipated praject. C. Contractor shall not be entitled to an adjustment in Contrac# Price or Cc�ntract Time for delays within the control of Contractor. Delays attributable to and within the control of a�ubcantractor or Supplier sha1l be deemed to be delays within the cantrol o� Co�tractor. D. The Contraetor shall receive no compensation for delays or hindrances ta the Wark, excepi when direct and unavoidable extra cost to tl�e Con�ractar is caused hy the failure of the City io provide infarmation or znaterial, if any, which is to be furnished by the City. CITY OF FORT WOftTH Eagle Mountain WTP Clearwell No. 3 Rehah CO3VSTRUCTiON SPECIFICATION bOCUMENTS City Projeat No. 103048 luly 2021 ao �z oa GENERAL CONt]ITTpAIS Page 48 of 64 ART�CLE 13 — TEST� AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work a� wluc� City has acival knowledge will be gi�en to Contractor. Defective Wark may be rejectad, corrected, or accepfed as p�ovided in ihis Article 13. 13.02 Access to Wark City, indepen.dent testing labaratories, and governmental agencies with jurisdictional interests will ha�e access to the Site and the Wark at reasonable iirnes far th�ir observation, in.spectioti, and testing. Contractor shall provide thern proper and sa.fe conditzons for such acces� and ad�ise them of Cant�actor's safety procedures and programs so tk�at th�y may comply therewith as applicable. 13.03 Tests and Inspectaans A. Cont�actor shall give Gity timely notice of readiness of the Work for aIl r�quired inspections, tests, ar appro�als and shall cooperate with inspection and testing persannel to facilitate required inspections ar tests. B. If Contracf Dacuments, Laws or Regulations af any pubIic body having jurisdiction r�quire any of the Work (or part thereo fl to be inspected, tested, or approved, Contractor shall assume fu11 responsibility for a�rrrax�ging and obtaining such independe�.t inspections, tests, retests or approvals, pay a11 costs in connection therewith, and furnish City the required certificates of inspection ar approval; excepting, however, those fees speeifically identafied in the Supplementary Conditions or any Texas Deparhnent of Licer�sure and Regulation (TDLR) inspections, which shall be paid as descxibed in the Supplementary Conditions. C. Contractor shall be responsible far a�rranging and obtaining and shall pay a.11 costs in connection with any inspections, tests, re-tests, ar approvals required for City's acceptance of materials ar equipment to be incorparated in the Wark; or acceptance of materials, mix designs, or equipment �ubmitted far approval prinr to Contractor's purchase thereof for incarpoxation in the Work. 5uch inspections, tests, re-tests, or approvals shall be performed by organizations acceptable to City. D, City may arrange far th� ser�vices of an independent testing laboratory ("Testirlg Lab") to perforrn any inspections or tests ("Testing") for any part of the V�ork, as determined solely by C1�. 1. City will coordinate su�h Testing to the extent possible, with Contractor; 2. Should any Testing under this Sectian 13.03 D result in a"Fail", "did not pass" or other sirnila� negati�e result, the Contractor shall be �esponsible for paying for any and all r�tests. Cantractor's cancellation without cause of City initiated Testing shall be deemed a negati�e result and require a retest, CITY OF FpRT WORTIi E�gle Mountain WTP Clearwell No. 3 Rehab CONSTRUCI'ION SPECIFICATIQN DOCUMENTS CiEy Projact No. 103048 July 202] OU 72 00 GENERAL CONDITIONS Page 4i nF64 3. Any amounts owed for any retest under this Sect�an 13.03 D shall be paid directly to the Testitig Lab by Contractor. City will forward all in�oices for retests to Contractor: 4. Tf Contractor fails to pay the Testin.g Lab, City will not issue Final Payment until the Tes�ing Lab is paid. E. If any Woxk (or the wark af athers) that is ta be inspected, tested, or approved is cavered by Contractar without written concurrence of City, Contractor shall, if requesied by City, uncover such Wark for observatian. F. Uncovering Work as provided in. Pazagraph 13,03.E shall be at Contractor's expense. G. Contracior shail have the right to make a Contract Claim regarding any retest or invoiee issued under Secnon 13.Q3 D, 13.04 Uncovering Work A. If any Work is covered con�traxy to the Contract Documents ar speeific instructions by the Ciiy, it must, if requested by City, be uncovered %x City's abserva�ion and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall ttncover, expose, or otherwise make a�ailable for abservation, inspecrion, or t�sting as City may require, that portion of fihe Wark in question, furnishing all necessary labor, material, and equipment. If it is found that the uncovered Work is defective, Contractor shal� pay all elairns, costs, lasse�, and damages (including but not limited to all fees and charges of en�i.neers, architects,. attorneys, and other professionals arzd all caurt or other dispute resolution costs) arising out a� or relating ta such uncovering, exposure, observation, inspeciian,, and testing, and of satisfactory replacement or reconsttuction (including but not limited io all costs of repair or replacement af r�rork oi others}; or City shall be entitled to accept defectir�e Work in accordance with Paragraph 13.Q8 in which case Contractor shall still be responsible for all costs assaciated with e�posing, observing, and testing the defective Wark. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an e�ension of the Contract Time, or laoth, directly attributable to such uncavering, exposure, observation, inspection, testing, repIacemen#, and r�construction. 13.05 City May Sto� �he Wo�k If the Work is defective, ar Contractor fails to supply suf�icient skilled workers or suitable materials ar equipment, or fails to perform ike Work in such a way that the completed Work will eonform to the Contract Documents, City may order Contractor to stop the Work, or any portiQn thereof, until the caus� for such order has been eli�ninated; howe�rer, this right of City to stop the Work sha11 not give rise to any duty on the part of City to exercise ihis right for the henef t af Cantractor, any C1TY OF FORT WORTH �a$le Mountain WTP Cleazwell No. 3 Rehab CONSTRUCTIOi�i SP�CI�'IGATION DOCUMENTS Ciry Praject No. 103048 Tuly 2n21 00 7� o0 GENERAL CONI7ITIONS Page SO af 6A Subcontractor, any Supplier, any other individual or entity, aar any surety for, or employee or agen# of any ofthem. 13.06 CarrecCion or Re�rtoval of Defectrve Work A. Promptly after reeeipt of written notice, Contractar shall correct all defectave �ork pursuant to an acceptable schedule, whether or not fabricated, installed, or comple�ed, or, if the VlWork has been rejected by City, remove it from the Project anci replace it witl� Work tk�at is not defeciive. Contractor shall pay a1.1 claims, costs, additiQnal testing, losses, and damages {including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration ar other dispute resolution costs) arising out of ar relating to such correciion or removai (including but not limited to all costs af repair or replacement of work of otl�ers). Failure to require the r�moval af any defective Work shall not constitute acceptance af such Work. B, When correcting defective Work under thE terms af this Paragraph 13.06 or Paragraph 13.07, Cantractor shall take no action that wouid void or othcrwise impair City's special wax�ran.ty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) y�ars after �e date of Final Acceptance (or such longer period of time as may be prescribed by the tetms of any applicable special guarantee required by the Contract Documents), any Work is found ta be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or perrnitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defectiv� land dr areas; or 2. correct such defecti�ve Work; or 3. if the d�fective Work has been rejected by City, remove it from the Projeci and replace it with Work that is not defective, and 4, satisfacfiorily correct or repair or rernove and replace any damage to other Work, to the work of others or oiher land or areas xesulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an em�rgency where delay would cause serious risk of lass or damage, City may have the defective Wark corrected ar repaired or may have fhe rejected Work removed and xeplaced. All claims, costs, losses, and damages {including but not limited to all fees and charges of engineers, architects, attorneys, and oth�r prpfessionals and a11 court or ather dispute resolution costs) arising out of or relatang to such correction or r�pair ar such removal and replacement {including but nat limited to all costs of repair or replacement of work of others) will be paid by Contractor. C1TY OF FORT WORTH Eagle Mountain WTP Cleanrsell No. 3 Reliab CONSTIZUCTIOt,� SP�CIFICATiON DOCLJMENTS Ciiy Project No. ] 03048 July 2021 00 72 OD GEN�I2AL. CONDITIaNS Page 51 af 64 C. In speeial cireumstances where a particular item af equipment is placed in continuous service before Final Acceptance of a11 the Work, the correction period for that item may sta.rk ta run from an earlier date if so provided in the CQntract Docurnents. D. Where defective Work (and damage to other Wark resulting therefrom) has b�en corrected or rernoved and replaced under this Paragraph 13.07, the carrection period hereunder wiih respect to such Work may be required to be e�ended for an additional period of one qear after the end af tUe ini�ial correction period. City shall provide 30 days written notice to Contractor should such addiiional warranty coverage be req�ired. Conttrac#or rnay dispute this requiremenf by filing a Contract Clairn, pursuant to Paragraph 10,06. E, Contractor's obligaiions undex tt�s Paragraph 13.07 are in addition to any other obligation ox warranty. The provi�ians of this Paragraph 13.07 shall not be construed as a substitut� for, or a waiver of, the provisions af any applicable statute of iiuutation or repose. 13.08 Acceptance of Defective Work If, instead of requiriug correction or removal and replacement of de�ective Work, City prefers to accept it, City may da so. Contractar shall pay all claims, C05i5, losses, and damages (including bui not limited io all fees and charges af engzneers, archit�cts, attorneys, and other professionals and all court or other dispute resolution casts) attributable to City's evalua#ion of and determination to accept such defeetive Work and for the diminished value a�' the Work to the extent not atherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Cl�ange Order will be issued incorporating the necessary revisions in the Contract Documents with respect ta the Work, and City shall be entitled to an apprapriate decrease in the Contract Frice, refl�cting the diminished value of Work so accepted. 13.09 Cit,� �Vfay Correct De�ective Wo�k A. Lf Contractor fails within a reasonable time after written �ofice �om City to correct defective Wnrk, ax to remove and replace xejected Work as required by City in� accordanc� vvith P�ragraph 13.00.A, or if Contractar fails to perform ihe Work in accordance with the Contract Dacurnents, or if Cantractor fails to compl� wi�li any other provision of the Coniract Documents, City may, after seven (7) days written notice to Contractor, cflrrect, or rernedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City sha11 proceed expedi#iously. In cannection with such correctiva or remedial action, City may exelude Contractor from all or part of the Site, take possession af all or part of t�e Work and suspend Contractor's services related thereto, and incorporate in the VL7ark all materials and equipment incorporated in the Work, stored at the Site ar far which Ciry has paid Contractar but which are stored elsewhere. Cantractar shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Pa�ragraph. C, All claims, costs, losses, and damages {including but not limited to all fees and charges of engineers, �chitects, attorneys, and other pro%ssionals and all court or other dispute resolution ClTY OF FORT WQRT]-3 Lagle Mounlain WTP Clearwell No. 3 Rel�ab COHS'�RU.CTIpN SPECII'ICATIa�I DDCUM�NTS City Prnjeatl�Io. 103048 July 2021 00 �z ao GEN�RAL CONQITIOTIS Page 52 of 64 costs) in.curred or sustained by City in exercising th� rights and remedies under this Paragraph 13.09 will be eha.t�ged a�ain5t Cantractor, and a Change Order will be issued incorporating the necessaty revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not perforrr�ance of the Paragraph 13.09. be allawed an extension o� the Contract Time because of any delay in the Work attribu#able ta the exercise of City's rights and remedies under thi.s ARTICLE 14 — PAYMEli�TS TO CONTRACTQR AND COMPLETIOl�T 1 �.01 Schedule of Varues The Schedule af Values for lump sum contracts established as pravided in Paragraph 2.07 will serve as the basis for progress payrnents and will be incorporated into a%rm of Applicatian for Payment acceptahle to City. Progress payments on account af Unit Price Work will be based on ihe number of units completed. 14.02 Progress Payments A. Applications for Payments: Contractor is re�ponsible for providing alI ianformation as required ta become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor sha1l submit to City fax review an Application far Payment filled out and signed by Contractor covering the ViTork completed as a� the date of the Application and accompanied b� sueI� supporting documentation as is required by tlle Contract Documents. 3. If payment is requested on the basis of materials azad equipment not incorparated in the Work but delivered azid suitably stared at the Site or at another Iocation agreed to in writing, the Applica�ion for Payment s�alI also be accornpanied by a bill of sale, invoice, ar other documentation waz�ranting that City has received the materials and equzpment free and clear o�' alI Liens and e�id�nce that the materials and �quipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory ta City. 4. Beginning with the second Applicataon for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments reeeived on account af the Work have been applied on account ta discharge Contractor's Iegitimate obligations associaied with �arior Applicatxons for Payment. S. The amount of retainage with respect to pxogress payments will be as stipu�ated in the Contract Documents. CITY OP FORT WORTH Eagle MoLintain WTP Clearwell No. 3 Rehab CONS.TRUCTIDN SPHCIFICATION DqCUMENTS Ciry Project No. 103048 July z021 00 �2 no GENERAL CONDIT�ONS Page 53 of 64 B, Revietiv ofApplications: City will, after receipt of each Applicatian for Payment, either indicate in writing a recomrnendation af payment or return the Applicatian to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmi� the Applica�ion. 2. City's processing of any payrnent request�d in an Applieation for Payment vcrill b� based on City's abser�vations of tl�e executed Work, and on City's review of the Application far Payment and the accompanying data and schedules, that to the best of City's knowledge: a, the Work has progressed to the point indicated; b. the quality of ihe Work is generaily in accordance with the Cantract Docwments (subject to an evaluation of the Work as a funetioning whole prior to ax upon Final Acceptance, the results of any subsequent test� called for in the Contract Documents, a final deterinination of quantities and classifications for �L7ork perfarmed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Pracessing any 5uch payment will not thereby be deemed to have represented fha#: a. inspections rnade tv check #he quality or �he quantity of the �rVork as it has been performed have been e�haustive, extended to every aspecfi of the Work in progress, or invalved detailed inspections af the Work �eyond the responsibilities specifically assigned to City in the Contraet Docurnents; or b. thera may not be other matters or issues between the parkies that might entitle Coniractor to be paid additionally by City or entiile City to withhold payment ta Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractar's performance of the Work. 4. City may r�fuse tc� proces� the whole or any part of any payment because of subsequently discovered e�ridence or the results of subseq�e�t inspections or tests, and revise or revake any such payinent previausly made, to such extent as may be necessary ta protect City from loss because: a. the Work i� defeetive, or the completed Work has beer� damaged by the Contrae�or or his subcontractors, requiring cozxection or r�placement; b, discxepancies in quantities contained in previous applications for payment; c. the Cont�ract Price has been reduced by Char�ge Orders; d. Ciiy has been arec}uired to correct defective Vi�ork or complete Work in accordance with Paragraph 13.09; or CITY OP FORT WORTH Eagle Mountain W'l'P Clearwell No. 3 Rehab CONSTRUCTIqN SPECIf ICATION DdCL7MEt�TS City Project No. 103Q48 Tuly 20Z 1 DO 72 p0 GENERAI, CQ]�IDITIOAfS Page 54 of 64 e. City has actual knowledge a� the occurrence of any of the events enumerated in Paragrapb 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the tirne of execution, retainage sha11 be ten percent (10%}. 2. For cantracts gr�ater than $400,000 at the time nf execution, retainage shall be five pereent (�%). D. Liquidated Daniages. For eaek� calendar day that any work shall remain. uncomplet.�d a�ter the time specified in the Contract Docurnents, the swn per day specified in the Agreement, wi11 be deducted from the monies due the Contractor, not a� a panalty, but as liquzdated darnages suffered by the City. E. Payment.• Cont�actor will be paid nurs�a�nt to thP. rPc�r�;_rprner_+s of this Article 14 and paymcnt will becanne due in accordance with the Contract Docu�nents. F. Red�tction i�a Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractar has delivered a specific bond satisfactory to City to s�cure the satisfaction and discharge a� such Liens; b. there are other i�ems entitling City to a set-off against the amaunt recommended; or c. City has actual knowledge of the accuxrence of any of the events enurnerated in Paragraphs 14.02.B.4.a thrnug�a 1�4.Q2.B.4.e or Paragraph 15.02.A. 2. If City refuses to rnake payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay CQntractor any amount remaining after deduction of ihe amount so vvithheld. City ahall pay Contractor tha amount sa witkal�eld, ar any adjustment thereta agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor',s Warranty of Title Cantractar wazrants and guarantee� that title to alI Woxk, materials, and equipment co�vered by any Application for Payment, �v�etiaer incorporated in the Project or npt, will pass to City no later than the time of pay�ent free and clear of all Liens, CITY OF FORT WOE27'H Eagle MounCain WTP Clearwel! Na. 3 Rel�a6 CONSTRUCTION SPECIPfCATIQN DOCUAFIENTS City Project Nn. 163648 Ju�y 2Q21 oo �a ao GENERAL COPf�IT10NS Paga 55 of 64 14.�4 Partial Utilazatian A. Prior to Fina1 Acc�ptance of all the Work, City may use o� occupy any substan�ially campleted part of the Work which has specifically been identified in the Contract Documents, or which City, detexmines constitutes a�eparately funcfioning and usable part of the Work that can be used by City for i�s intended purpose without significant interference with Contractor's perforr�ance of the remainder of the Work. City at any' time may notify Contractar in writing to permit City to use or oecupy any such part of the Work which City deternunes to be ready for its intended use, subject to the following conditions: 1. Coniractor at any rirne may notify City in writing that Con#ractar considers any such part of th� Work ready for its intended use. 2, Within a reasonable time after notificat�on as enumerated in Paragraph 14.OS,A.1, City and Contractor shall make an insp�ction of that part oi tiae V4�ork to determine its status of completion. If City does not considear tbat park of the Work to be substantially camplete, Ciiy will notify Cantractor in writing giving the reasons therefor. 3. Partial Utilization will nat constitute Final Acceptance by City. 14.05 Finalln,spection A. Upon written notice froxn Contractor that tl�e entire Work is co�nnplete in accordance with the Cantract Documents: 1. within 10 days, City will schedule a Final Inspection �rith Caniractor. 2. City will notify Contractor in writing of all particuiars in which t1�is insp�ction reveals that the Work is ineomplete or defectzve. Contractor sha1l irnmediately take such rneasures as aa•e necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should ihe City determine that the Work is noi ready far Final Inspection, City will notiiy the Contractar in writing of the reasons and Contract Time wil� resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfacYion, of any additional Work identi�ied in the Final rnspectian, City will issue to Contractor a letter of Finai Acceptance. CITY OP FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehab CONS1'RUCTION SPECjPICATIOt�f DOCUFv1ENT5 City Project No. I 03�48 July 2021 00 �rz o0 GENERAL CQNDITIONS Page 56 of 64 14.07 Final Paymeni A. Applicatian far Payment: 1. Upon Fina1 Acceptance, and in the apinion of City, Contractor may make an application for final paym�nt following fhe procedure for progress payments in accordance with the Contract Document�. 2. The final Application �or Payjnent sha1.I be accompanied (except as previously deIivered) by; a. all documentation called far in the Contract Documents, includin.g but not limited to fhe evidence of insurance required by Paragraph S.D3; b. consent of the surety, if any, to final paymen�t; c. a list of a.11 pending or released Damage Claims against City that Contractar believes are unsettled; and d. �davits of payments arid complete and Iegally effective xeleases or waivers (satisfactary to City) of a11 Lien rights arising aut of or Liens filed in connection with the Work. B. Paynment Becomes Due: 1. After City's accepiance of the Application for Payment and accompanying documentati�n, requested by Contractor, less previous payments made and atay sum City is entitled, including b�t �nt I'v�ted to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolv�d: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been report�d to Cantractox's insurance provider for resolution. 3. The making of t1�e final paynnent by the City shall not relieve the Contractor of any guarantees or other requirements of the Contr�c# Documents which specifically cantinue thereafter. 14.08 FinaZ Completio� Delayed and Partial Reiaanage Release A. If final completion of the Work is signi�'icantly delayed, and if City so confirms, City may, upon receipt of Contractor's fianal Applieation for Payrnent, and withaut tertninating the Contracf, make payment of the balance due far that portion of the Work fully cornpleted anc� accepted. If the remaining balance ta �ae held by City for Work not fully campleted or corrected is less than the r�tainage stipulated in Paragraph 14.02.C, axxd if 6onds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CiTY OF FORT WORTH 6agle Mountain WTA Clearwe[] Na. 3 Rehab CQNSTRUCTION 3PECIFICATION DOCUM�NTS City Project No. 103048 July 2021 DO 72 00 GENERAL CONDITIONS Page 57 of 6h portion of the Work fu11y completed and accepted sha.11 be subnaitted by Contractvr to City wi.th the Application for such payment. Such payment shall be made under the fierms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retaznage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and �est and perf�rznance pez�ods following the completion of a.11 other construction in the Contract Documents for all Work locations, the City may ralease a portion of the amount retained provided that all other work is carnpleted as determined by the City. Before the release, all subrnittals and final quantities must be completed and accepted for all other work. An arnount suff'icient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from ail clauns or Iiabilities under the Contrac� �or anythitig done or furnished or relating to the wark under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPEN5ION OF WQRK AND TERMINATION 15.01 Ci�y May Sucpend YVork A. At any time and without cause, City may suspend the Work ar any portion thereof by written notice to Contractor and which may �� tlie date on whieh Work will be reswned. Contraetor shall xesume tlze Work on the date so fixed. During ten�parary suspension of the Work covered by these Con�ract Doeurn.ents, far any reason, the City will make no e�ra payrnent for stand-by fiime af construction equiprnent and/or construction crews. B. Should the Ca��ractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of th� Contractor, and should it be determined by rnutual consent af the Contractor and City that a solution to a11ow construction to proceed is nat available within a reasonable period of time, Contractor may request an extension in Contract Tirne, d:trectly attributable to any such suspension. C. �f it shauld become necessary to suspend tbe Work for an indefinite period, ihe Contractor shall stare all materials in such a manner that the� will not obstruct or impede th.e public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work pexfarrned; he sha11 provide suitable drainage about the �wark, and erect tenr�poraty structures where necessary. D. Contractox may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City tlaat canstruction may be restuned. Such reimbursement shall be based on acival cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved t� another construction proj ect for #he Cxty. CITY OF FQRT WORTH Eagle Mountain WTP Clearwell No. 3 Rehab C�3VSTRC�CfION SP�CIFICATIpN DOCUMENTS City Project No. i0304$ July 2U21 oonao GENERAL CONDITIpNS Page 58 of 64 15.02 City May Ternaanate far Cause A. TT'he oecurrence of any one or more of the follawizxg events by way of exarnple, but not of limitation, may jus�ify termination for cause: l. Contractor's persistent failure to perfarm the Work in accordanee with the Contract Documents (including, but not limited to, fazluz�e to supply sufficient skilled workers or suitable rnaterials or equipment, �ailure �o adhere to the Praject Schedule established under Paragraph 2.07 as adjusted from tune to time pursuant to Paragraph �.04, ar Failuxe to adhere to the City's BU5111�:55 Diver�ity Enterprise Ordinance #20020-12-2011established under Paragraph 6,Ob.D); 2. Cantractor's disregard af Laws ar Regulatians of anq pubiic body having jurisdiction; 3. Contractor's repeated di�regard af the authority af City; or 4. Contractor's violation in any substa.ntia] vcray oi any provisions of the Cont�ract Documents; or 5. Contractor's failure to promptly make good any defect in rnaterials or workmanship, or defects af any nature, the carxection of which has been directed in �vriting by the City; ar 6, Substantial indication that tk�e Coniractor has made an unauthorized assignrnent of the Contract or any funds due therefrom for the benefii of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insalvent or bai�upt, or otherwise financially unal�Ie to carry on the Work satisfactoxily; or 8. Contractor cammer�ces legal action in a court of competent jurisdiction against the City. B. If one ar more of �he evenis identified in Paragraph I5.Q2A, occur, City wiiJ provide written notice to Contractor and Sur�ty ta arrange a conference with C�ntractor and Surety to address Contractor's failure to perfoz�m the Wark. Conference shaI1 be held not later than 1 S days, after receipt af natice. 1. If the City, the Contractar, and ihe Surety do not agree to allow the Contractor #o proceed to perform the construction Contract, the Ciry may, to the extent permitt�d by Laws and Regulations, c�eclare a Contractar default and formally terminat� the Contractor's right to complete the Contract. Contractor defaul� sha11 not be declared earlier than 20 days after the Cantractor and Surety have received notice o� conference to addr�ss Cont�ractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be nbligated to take over and perforrn the Work. If surety does not cnmrnence performance thereof within 15 cansecuiive calendar days after date of an additional wz�ztten notice demanding Surety's performance of its CITY OF FpR'C WpRTH Cagle Mountain WTP Clearwell No. 3 Rehab C�NSTRUCTION SP�CIFICATION DOCUMENTS City Project No. ] 03048 ][Ely 2021 on �z ao GENERAL CONDITIONS Page 59 of 64 abligatians, then City, without process or action at law, may take over any por�ion of the Work and complete it as d�scribed belaw. a. Tf City completes ihe Work, City may exclude Contractor and Surety from the site and take possession a� the Work, and all mat�rials and equipment incorparated into the Wark stored at the Site or far which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem �xpedient. 3. Whether City or Siarety completes the Work, Contract�r shall not ba entitled to receive any further payment until the Wor1� is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, Iasses and damages sustained by City arising out of or resulting fram campleting the Work, such excess will be paid to Contract�r. If such claims, costs, losses and damages exceed such unpaid balance, Contractor sha11 pay the difference to City. Such elaims, costs, losses and damages incurred by City will be incarparated in a Change Order, pro�ided that when exercising an� r�ghts or remedies under this Paragraph, City sha1l not b� required to obtain #he lawest price for the Work �erformed. 4. Neither Ci�.y, nor any of its respective consultants, agents, o�ficers, directors or �mployees sha11 be in any way Iiable or accauntable to Contractor ar Surety for the method by which fh�e comple�ion of the said �ork, or any portion thereof, naay be accomplished ar for the price paid there�or. 5. City, notwithstanding the methad used in completing the Contract, shall noi forfeit the right to recover datnages from Contractor or Surety for Cantractor's failure to timely complete the entire Contract. Contractor shall not be entitled ta any claim on accounf of #he methad used by City in completing the Contract. 6. Maantenance of the Work shall continue to be Contractox's and Surety's responsibilitie� as provided for in #he bond requirements af th� Contract Documenis or any special guarantees provided for u�der the Contraci Documents or any other obligatians otherwise prescrihed by law. C. Notvwitl�standing Paragraphs 15.02.B, Contractar's services will not be termina�ed if Contracfor begins witivri s�ven days of receipt of notice of intent ta terminate to carrect its failure to perform and praceeds diligen�ly to cure such failure wit�uri no mare than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the terinination will not affect any rights or remedies of City against Contractor then e�istin� or which rnay tnexeaftex accrue. Any retentian ar payment of rnoneys due Contractor by Czty will not release Contractor from liability. E. If and fio tk�e extent that Contractor has provided a pex%rxx�ance band under the provisions of Paragraph 5.02, the termination pracedures of that bond shall not supersede the pro�isions of this Article. CTTY OF FORT WORTH Eagle Mountain WTP Clearrvell Na. 3 Rel�ab CDNSTRUCTI�N SPECIF[CATION DOCUl14ENT5 Cily Projeci I�o. 103048 July 2D21 DO 72 00 GE[vERRL CONDITIONS Page 60 of 64 15.fl3 City May Termrnate For Convenience A. City may, witk�out cause and without prejudice to an� other right or remedy af City, terminate th� Contract. Any termination shalI be effected by mailing a notice of the ternlination to the Gontractor speczfying the extent to whieh perforrr�ance of Woxk under #he con�ract is terminated, and the date upon which sucb ternlinataon becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United �tates Pastal Service Mail by the City. Further, it shall be deemed conclusively pres�med and establish�d tbat such termination is made with just cause as therein stated; and na proof in any cla�rn, dernand ar suit shall be required of the City regaxding such discretionary action. B. After receipt of a notice of ternlination, and except as otherwise directed by the City, the Contractor shail: 1. Stop work under the Contract on the date and to the extent specified in the natice of termination; 2. place no further orders or subcontracts for materials, services or faeilities except as may be necessary far completion af such portian of the Work under the Contraet as is not ternunated; 3. terrninat� all ordexs and subcaniracts to the extent that they relate to the perforrnance of the Worlc t�rminated by natice of ternlinatian; 4. transfer �itle to the City and deliver in th� manner, at the ti�raes, and to the extent, if any, dixected by ihe City: a. the fabricated or unfabricated parts, Work in progress, complet�d Work, supplies and other material produced as a part of, ar acquired in connection vvith the performance af, the Work terminated by th� notice of the termination; and b. the completed, or partially cornplefed plans, drawings, information and other properry which, if the Contract had been cornpl�ted, would have been required tn be furni5h.ed to the City. �. cornplete per�'ormarace of sueh Wark as shall not have been. terminated by the notice of terinination; and b. take such action as may be necessa�y, ar as the City may direct, for �ie protection and preservati�n of the property related to its contract which is in the possession of the Contractor and in which the owner has ar may acquire the rest. C, At a tirne not later than 30 days af�er the termination date specified in the notice of termina�on, the Contractor rnay subznit to the City a list, certified as to quantity and quality, of any or aIl items af terminaiion inventory not previously disposed of, exclusi�e of items th� dispositian af which ha5 been directed or authorized by City. CITY OP FOR'f WUIZTH Eagle Mountain WTP Clearnell No. 3 Reliah CqNSTRUCTIQ3�I SPECIFICAT[ON DOCUMENTS City Project No. 103048 ]uly 2021 00 �z �o GENERAL CONDITIONS Page 61 of 64 D. Not later th�n 15 days thereafter, the City shall accepfi t�tle to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items ar, if the items are stored, witivn 45 days from the date of subrr�ission of the list, and any necessary adjustments io correct the list as submitted, shall be made prior to final sett�emeni. E. Not later than b0 days after the notice of t�rmination, the Contractor shall submit his terniination claim to #he City in the farm and with the certifica�ian prescribed by the City. Unless an extension is made in writing within such 60 day period by the Cantractar, and granted by the City, any and all such claims sl�all be conclusively deemed waaved. F. In such case, Contractor shall be paid for {without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contraet Dacuments prior to the effective date af termination, including fair and reasonable sums for overhead and profit an such Work; 2. expenses sustained p�ior to the effecfive date of termination in perfoxming ser�vices and furnishing labor, materials, or equipment as required by the Con�ract Docurnents in connection with uncompleted Work, plus faa� and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly aitributable to ternnination. G. In �he event of th.e failure of the Contractar and City to agree upon the whole amount to be paid to ihe Contractor by reason of the termination of the Work, the City shall detexmine, on th� basis of information available to it, the amount, if any, due ta the Contxactor lay reason of tl�e termination and shall pay to the Cantractor the amounts deterinined. Contrac�ar shall not be paid on account of loss af anticipated profits or revenue or other economic loss arising out of or resulting fram such termination. ARTICLE 16 — DISPUTE RESOLUTION 15.01 1Ylethods and Procedures A. Either City ar Contractor may reque�t mediation af any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and 6inding. The request for mediation shall be submitted t� the other party ta ihe Contract. Tirnely submission of the request shall stay th� effect of Paragraph 10,06.E. S. City and Coniracior shall participate in the mediation process in good faith. The proc�ss shall be cammen�ed within 60 days of filing of the request. C. If the Contract Clairn is not resolved by rnediation, City's actian under Paragraph 10.06.0 or a denial pursuant to 1'aragraphs 10.U6.C.3 ar 10.06.D shall become final and binding 30 days after termination of the rnediation unl�ss, within that time period, City or Contractor: CITY OF FORT WORTI-1 Eagle Ivlountain WTP Clearwell No. 3 Reha6 CONSTRUCTION SPECIFICATiON ]�OGUMEN'1'S City Project No. 103048 July 202] on 72 oa GENERAL CONDITIOAIS Rage 62 of 64 1, elects in writing to invnke any other dispu#e resalution pracess provided for in tI�e Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gi�es written notice to the other party o�ihe intent to subrnit the Contract Claim to a court of competent jurisdiction. ARTICLE li — MI�CELLANEOUS 17.Q 1 Giving Notice A. Wh�never any provision of the Contract Documents requires �the giving of written naiice, it will be deemed to have been validly given if: 1. delivered in person to the individual ar to a member of the firm or to an afficer of the corporation for whom it is intended; ar 2. delivered at or sent by xegistered or certified mail, postage prepa.id, io the last l�usiness address kn.own to the giver of the notice. B. Business addres� ehanges musi be promptly made in writing to the othar party, C. Whenever the Contract Docutn�nts specifies giving notice by el�ctronic means such �lectronic notace shall be deemed suf�'icient upon confirmatifln of receipt by the xeceiving party. 17.02 Campu�ation of Tirr�es When any period of time is re£erred to in the Contract Documents by days, it will be computed ta exclude the first and in�lude the last day of such periad. Ii the las� day of any such periad fails on a Saturday ar Sunday or on a day rnade a legal holiday the next Working Day sha11 become the last day of the period. 17.03 Cumulative Rerr�edies The duties and obligations iarara�posed by these General Cnnditions and ihe rights and remedies available hereunder to the parties hereto are in addition to, and are not to be constirued in any way as a li�naitation of, any rights and remedies available to any or all af thez�ci which are otherwise imposed or available by Laws ox Regulations, by spacial warranty or guarantee, or by other provisians of the Cantract Documents, The provisions aitl�is Paragraph will be as effec�ive as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WOR'TH EagEe Mountain WTP C]earwell �Io. 3 Rehab CONSTRUCTION SAECTFICATION DOCUM�NTS City Project No. 1 U3648 .inly 2021 00 �z nfl ��rr��v, corm�Tra�€s Page 63 af64 1'7.04 Survival of �bligaiions All representations, indemnifications, warranties, and guarantees made in, required by, ar given in accordance vwith the Contract Docurnents, as well as aIl continuing obligations indicated in the Contract Documents, will survive fina] paym.ent, comp�etion, and acceptance of the Wark or terrninatian or compietion of the Contract or ternlination of the services of Contraetar. 1'1.Q5 Headings Articje and paragraph headings are inse�ed for convenience only and do not coz�stitute patts of these General Conditions. CITY QF I'ORT WDRTH Eagle Mountain WTP Ciearwe] I No. 3 Rehab CON5TRUCT�ON SPECIFICATION DOCUMGNTS Cily Projcct No. 103048 ]uly 2021 aa �2 aa GENERAL, CONbI'T1C)NS Page 64 of G4 THI5 FAGE INTENTIONALLY LE�'T BLANK C[TY OF P'ORT WQRTH Eagle Mountain WTP ClearweJl No. 3 12ehab CONSTRUCTION SPECIFICATiON DOCUMENTS City FrojectNo. ]03048 7uly 2021 ao�aao-i SUPPLENfENTARY CONDjT10N5 Page 1 of 6 SECTION 00 73 00 SUP�LEMENTARY CONDITI�QNS TO GENERAL CONDITIONS Sapplementary Conditions These Supplementary Conditions rr►odify and supplement Section 00 72 DO - General Conditions, and other provisions of the Cantract Documents as indicated below, All provisions of the General Conditions tl�at are modifed or s�pplemented remain in full force and ef%ct as so modified or supplemented. All provisians of the General Conditians which are not so modified or supplemented remain in fuil force and effect. De�ned Terms T`he terms used in these 5upplementary Gonditions which are defined in khe General Conditians have the ineaning assigned to them in the General Conditions, unless specifically nated herein. Modifications and Supplemeuts The Foilowing are instructions that modify or supplement specifie paragraphs in the General Conditions and other Contract Documents. SC-1.Q1. `�Defined Terms" Add Definitians: A. BIM36� - Ci 's on-line electronic do�ument mana ement and collaboration s stem. B. Consultant— CDM Smith Ine.. 80l Cherry Sireet, Unit #33, Suitc 1820t Fort Worth, 'Texas 76102 SC-3.03B.2, "Resolving Discrepancies" Plans go�ern aver Specifzcatians. SC-4.D1A Easement lunits showr� on the Dravt+ing are approximate and were provided to establish a basis for bidding. Upon recei�ing ti�e final easements descriptions, Contractor shall compare them to the iines shown on the Contract Drawings. SC-4.O1A.1., "A�ai{ability of Lands" The following is a list of knovvn autstanding right-of-way, andlor easements to he acquired, if any as of luiy 2f121: Outstanding Right-Of-Way, and/or Easem�nts to Be Acquired PARCEL OWNER TARGET DATE OF NllMBER POSSESSION NONE C3TY OF FORT WORTH Eagle Mountain WTP Clcarwell No. 3 Rehab CONSTRUCTION SPECiF'1CATION �OCUML�iVTS City Project No. 103448 ]uly �021 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 The Contractor undarstands and agrees that the dates listed abov� are estimates only, are not guaranteed, and do not bind the City. If Contractor considErs the final easements provided to differ materia]ly from the represenkations on the Contract Drawings, Contractdr shall within fi�e (5) Business Days and before proceeding with the Wark, notify City in writing assaciated with the differing easement line locations. SC-4.OIA.2, "Availahility of Lands" iltilities or ahstractions to be removed, adjusted, and/or relocateci The foll�owing is list of utilitiea and/or abstructions that ha�e not beenrema�ed, adjusted, and/or relocaked as of July 2021: EXPECTED UTILITY AND LOCATION TARGET DATE OF ��NE� ADJUSTM�NT NONE The Contractor understands and agrees that the dates listed abo�e are estimates only, are n.ot guaranteed, and do not bind the City. SC-�.02A., "Su6surface and Physical Conditions" The following are reports of explorations and tests oi subsurface cnnditions at the site of the Wark: None SC-4.06A., "Hazardous Environmental Canditions at Site" The following are reports and drawings of existing hazardous environmental conditians known to the City: None SG4.06G., "Hazardous Eavironmental Canditions a# S'rte" On the first sentence of the paragraph, add the foIlowing words after tha word "City": "Rnrl its Corrsultr�nf'. SC-SA3A., "Certificates of Ins�rance" The entities ]isted below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consuftant: CDM Smith Inc. {3) Other: None SC-5.04A., f°Contractor's Insurance" The limits of liability for the insurance requu�ed by Paragraph GC-S.fl4 sha.[1 provide the fnZlawing coverages for not ]ess than the following amounts or greater where required by laws and regulations: 5.04A. Worke�•s' Compensation, under Paragraph GG-S.Q4A. CITY OF FQRT WORTH Eagle MounCain WTP Clearwell No. 3 Rehab CONSTRUCTION SPECCF[CAT[ON DOCUM�NTS Ciry ProjectNa. 103048 ]uly 2p�1 00 73 00 - 3 SUPPLEMENTARY COt�U1TIONS Page 3 of 6 Statutory limits Emplayer's liability $lOQ,Q(}D each accident/accurrence $ I QO,aoo Disease - each employee $SOQ,000 Disease - policy litnit SC-5.048., "Contractqr's Insurante" 5.04B. Commercial General Liability, uncler Paragraph GC-5.04B. Contractar's Liability Insurance undar Paragiaph GC-S.04B., which shall be on a per project basis covering the Contractor with minimum li�its of: $1,OOO,Q00 each occurrence $2,DOO,OQD aggregate limit Tha policy rr�ust have an endarsem�nt (Amendment — Aggregate Limits of Insurance) makmg the General Aggregate l,imits apply separately to each job site. The Commercial General �.iability Inswattce policies shall pro�ide "X", "G", and "LI" co�erage's. Verification of such eoverage must be shown in the Remarks Article oftlie Certifcate of Tnsurance. SC 5.04C., `°Contractor's Insurance" 5,04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-S.Q4C., which shall be in an amount not less than the followi�ng amounts: {1) Au#amabile Liability - a comrnercial business policy shail pravide covarage on "Any Auto", defin�d as autos owned, hired and non-owned. $1,OOD,000 each ac.cident on a com6ined single l'nnit basis. Split limits are acceptable if limits are at least: $250,000 Bodily Injury per persan 1 $500,000 Bodily Injuty per accident 1 $ I OO,D00 Property Damage SC-6.04., "Projeet Schedule" Project schedule shall be tier 2 fnr the project. SC-G.OSD., "Speci�l Guarantee" On the second sentence of the paragraph, add the following words after the work "City' ;"and it's Cosrsult�nt anrl City Represer�t�rtive". SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) appGcaUle to this praject and is provided in the Appendixss: 2013 Prevailing Wage Rafes (Heavy and Highway Corrsiruction Projects) 2013 1'revarling Wage Rafes (Gomr�erclal Constra�ctia�r Projects) A copy of the tahle is alsv a�ailable by accessing the City's website at: hftns:/la��.fort�wvorthtexas.�ov/ProiectResources/ CITY OF F4RT WORTH Eagle Mountain WTP C}earwell No. 3 Reha6 CQNSi'RUCTION SP�CI�ICATION DOCUMENTS City Project No. 103048 .fuly a021 OQ 73 DO - 4 SUPPL,EM�NTARY CaNDIT]ON5 Page 4 of b You can access the file by follawing the directory path: 02-Construction Documents/�pecifications/Di�00 — General Conditions SG6.08B., "Patent Fees and Rayalties" On the first sentence af the paragraph, add the following words after th� word "City"; "atarl it's Consultrrnt nnri City Repr�sentntive ". SG6.09., °`Permifs and lltilities" SC-6.09A., "Contractor oh�ained permits and licanses" The fallowing are known permits and/or licenses required by the Contract to be acquired by the Cantractor: None SC-b.09B. "City abtained permits and licenses" The following are known permits and/or licenses required by the Contract to be aequired by the City: Nane SC-G.09G. "Outstanding permits and licenses" The follawing is a list of Ecnawn outstanding permits and/or licenses ta 6e acq�ired, if auy as af duly 2021: Outstandiug Permits and/or Lieenses to Be Acquired OWNER P�RMIT Oft LICENSE AND LOCATION None SC-6.12A.4., "Limitation an Use af Site and Oth�r Areas" TARGET DATE OF POS5ES5ION On the first sentenee of the paragraph, add the following words after the word "Crty' ;"arrrl its C'onsultant a�rl City Represent�tive". SC-6.21A., ��Indemnification" �n the first sentence of the paragraph, add the foliowing words after the word "employees"; "r�nrl !ts Cansultnnt rrnd City Representafiue". SC-6.�1E., °LIndemni�catian" On the first sentence vf the paragraph, add the following words after the word "employees"; "�nd its Cnresultrrnt nnrl City Represef:tatiue". SGi.02., "Coordination" Ti�e indi�iduals or entities ]istad below have contracts with the City for the performance of other work at the Sita: Vendor None Scope of Work Coowdination Status Authoritv C1TY OF FORT VVORTH Eagle Mountain WTP Cleanvell No. 3 Rehah CONSTRUCTIQN SPECIF[Ct1TTON DOCUIVI�NTS City Projact No. 103U48 July 2021 oaz3oo-s SUPPLEMENTARY C�NIlIT10NS Page 5 oF6 SC-$.Ol, "Commanications to Contractor" Contractor shall cvordinate layciown space, prajeci site access, and schadule with other canstruction contracts listed in SC-7.02 above. SC.-9.OI., "City's Yroject Manager" The City+'s Project Manager for this Contract is Dena Johnson, PhD, P.E, or his/lier successor pursuant to written notification from tl�e Director of Water Department. SC-9.01., "C'rty's Project Representative" The following firm is a Consuitant to the City responsible for the construction management of this Projeet: CDM Smith Inc. 801 Cherry 5treet, Unit #33, 5uite 1820 Fort Worth, Texas '�6102 SG13.Q3C., "Tests and Inspections" None SC-I6.O1C.l, "Methods and Procedures" None END OF SECTION CITY OF �'ORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTiON SPECIFICATION DOCUMENTS Ciry ProjectNo, 103�48 July 2021 007300-6 SUPPLEM�NTARY CONDITIONS Page G of 6 THIS PAGE INTENT�ONALLY LEFT BLANK CITY OP FORT WQRTH Eagle Mountain WTA Cleazwe[] No. 3 Reliab C�NSTRUCTION SPECIPICATION bQCUMENTS City Prajac# No. 103048 7tily 202I �ivIlsi��n 0 � �e��al ]��rern�e��s Tk�[IS �A.G�E �I�TEl�T7['][�l�Ag.,�L�Y I,E]�T ]��LAI�T� oi ii ao su�Y oF wa� Page 1 of b �ECTioN ai ii o0 SUMMAAY OF WORK PART1- GENERAL 1.1 SUMMARY A. Section �ncludes: l. Summary af Wark to be performed in accordance with the Contract Documents B. Deviations irom #his C.ify of Fort Worth Standard Specification 1. Modified I.2.A.I 2. Added I.2.A.2 3. Added 1.4.A.2 thrau�h 1.4.A.7. 4. Madifieci 1.4.B.1 5. Added 1.4.B.2 6. Added 1.4.C, 1.4.D.2 throu�h 1.4.D.4 7. Modified I.4.D.6 8. Added 1.4.F throu�h 1.4.H 9. Added 1.5 C. Related Specification Sections include, but are nat necessarily limit�d to: 1. Division 0- Bidding Requirements, Contract Porms, and Conditions of the Contract 2. Divisian 1- General Reyuirements 1.� PRTCE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Unit Price - Work associa#ed with tliis Item is cousiciered subsidiary to �he various items bid. No separate pay�ment will be allowed �or this Item. 2. Lump Sum Price - Work associated with this Item is inc�uded in the total_lu� sunn price. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIItEMENTS A. Work Cavered by Contract Dacuzn�nts � 3 Work is to include furnisl�ing al1 labor, materials, and equipment, and performing aIl Work necessary for this construction project as detailed in the Drawings and SpecificatiQns. The w�rk of this Coaatract is located at the Ci of Fort Worth's Ea le Mountain Water Treatment Plant (EMWTP}, 6701 Bowman Rot�erts Rd. Fort Worth, Texas 76179. This Section describes tl�e ro'ect in eneral and rovides an averview of the extent of the work to be performed. Detailed requ.irements aiid ext�nt of vvork is stated i» the applicable Speci�cation Sections and shown on the Drawiugs. Tl�e Contractor shall exce t as otherwise s ecificalf stated lierein in an a licable arts of these GITY OT= PORT WOTiTH Eagle Mountain WTP Clearwe�l Na. 3 Rehab COI�ISTRUCTIdN SPECIFICATI�N DOCUMENTS Cily Project No. 103048 7uly 202 i O1I1OD SUMMARY OF WORK Page 2 of 6 � 5. Contract Doeuments, pravide and pay for all la6or, materials, equipment, toais, construction e ui ment and other facilities and ser�ices necessa for ra er exeeution, start-up and testing, and completian af the, work. Any part ar item af the work which is reasonabl_�plied or normally required to make each installation satisfactoril and com letei o erable lacall shall be performed b,y the Contractor and the expense �hereoF shall be included in the applicable unit prices or lump suin prices bid for ihe various items of work. It is the intent of these Specificatians to provide the Owner witl� complete operabla s sfy em.s subsystems, and other items of work. AlI miscellaneaus a�purten�nces and other items or work that are incidental to meetin the intent af these S ecificaiions shall be considered as liavin� been incIud�d even thaugh these appurtenauces and items may not he speciiicall.�d for in the Speciiicatians, The 1Nork includes, but is not necessarily limited to, the followin� a. Base Bici 1) Structural demolition and repairs to Clearwell No. 3 2) EIastameric coatin� 3j Steel Pipe EpoXv Painting 4) Water Ti�litness Perforznance Testing 5) Disinfection af Clearwell No. 3 b) Erasion and Sediment Cantrol 7) Hvdromulching, Seedin� and �odding B. Subsidia�ry Work 1. Unit Price Bid - Any and all Wnrk specifically governed by documentary requirements for the project, sucl� as canditians impased by the Drawings or Contract Docu�nents in wl7ich no specific item for bid has been provided for �n the Proposal and the item is nat a typical unit bid item included on the standard bid iterrt list, then the itetn shall be considared as a subsidiary item of Work, the cost of which shall be ineluded in the price b�d in the Propasal for various bid items. 2. Lum Sum Peice — An and alI Work s ecificall ovarned b document requir_eme»ts for the project, such as conditions imposed by the Drawings or Contract Documents are included in the total lump sum nrice bid. C. Examinatioii of the Site 1. Visi# t�}e site, to compare drav,�ings and specifications with any work in place, and observe all site canditions includin ather wark if at� is bein erforiiied. Failure to visit the sit� shall iiot relieve the Contractor from the necessity Of furnishin materials or erformin wark re uired to com lete work in accordance with the Contract Documents. D. Use af Preinises 1. Coordinate uses of pre�ni�es under direction of the City. 2. Limits on Use of Site: Liinit use of Pro'ect site to areas within Contract limits indicated. Do not disturb portions of Project site beyond areas in which t17e Wark is indicated. a. Limits an Use of Site; Confine canstructi�n operations to area of consiruction. Provide ciearance and full access for plant personisel to access platrt facilities. b. Drivewa s Walkwa s and Entrances: Kee drivewa s lnadin area� and entrances services premises clear and available to Owner, Owner's empla;�� ees, and emer enc vehicles at all times. Do not use these areas %r arkin or foj• storage o�materials. CITY OF FORT WORTH Eagle Mountain WTP Clearweil No. 3 Reliab COi�IS7'RUCTION SPECIFICATION DOCUlV1ENTS Ciry Projeet Na 103048 July 202] ai i� o0 SUMMARY OF WORK Pagc 3 of 6 3. 4. 6. 1) Schedule deliveries ta minimize usE of drivevvays and entrances hv construction o erations. 2} Schedule deliveries to minimize s ace and time re uirements for stora e of materials and equipment on-site. Condition of Existing Buildin�: Maintain portions of existin� buildin�affected by_ construction operations in w�athertight conditior► throughout canstruction period. Re�air dama�e caused by construction operations, Condition of Existing Grounds: Maintain portions of e�istin��rouz�ds, jandsca.ping, and hardscapin� affected bv construction �eratians throughout constr�ction periad. Repair damage caused bv construction operation, Assume full responsibility for protection and safekeeping of materials and equi�ment stored on the Site. Use and occupy only partions of the public streets and alleys, or other pu.biic places ar other rights-of-way as provided for in the ordinances of the Ciiy, as shown in the Cantract Documents, or as may be specifically authorized in writing by the City. a. A reasanable amount of tools, materials, and equipm�nt for constructian purposes may be stored in such space, but no more than is necessary to avoid delay in the construction opexations. b. Exca�ated and waste materials shall be star�d in sueh a way as not to inter%re with the use of spaces that may be designated to be left free and unobstrucied and so as not to inconvenience occupants of adjaaent property. 6. r�ft-. �.f..e�a : a,] 1.,�_ 't a,-.. �: +�. �x� i. �t,.,tn�..� ..�....�� v.. ... ,..,��' 3 "r ...1-4.. ;«4....� «.� �;}�.. �-ti,o .� vn+;.�.r. �il-lao rni�rn�rL E. Work withm Easements 1. Do not enter upon private property for any purpose withnut having previausly obtained permission frorn the awi�er of such property. 2. Da nat store equipment or material on private praperty unless and until the speciiied appraval of the praperty owner has beeii secured in writing by the Contractor and a copy furnislied to the City. 3. Unless specifically provided otherwise, clear all rights-of-way or easernents of obstructions which must be removed ko make possible p.roper prasecution of the Wark as a part of the project construction operations. 4. Preserve and use every precautian to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, c�rbing, and a11 other types of structures or improvements, to all water, sewer, and gas lin�s, to alI conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and t4 all other public ar private property acijacent io the A�ork. 5. Nokify the proper representatives of the awnars or occupants of the public or private lands of inferest in lands wlaich might be affected by the Work. a. Such notice sliall be made at least 48 hours in advance of #he beginning of the Work. b. Notices shall be applicable to 6oth public and private utility companies and any corporation, eompany, ir�di�idual, or other, either as awners or occupants, whose fand or interest in land migIlt be affected by the Work. c. Be resporYsible for all damage or injury tn propeit ty of auy cliaracter resulting from any act, omission, neglect, or misconduct in tl�e manner or method or CITY OF FORT WORTH Eagle Mountain WTP Clearwe{I No. 3 Rehab CONSTRUCTIaN SPEGII�ICATION �fJCUM�NTS City Project No. 103U48 7uly 20zI ai �r no SUMMARY OF WORK Page 4 of 6 execution of the Work, ot at any time due. to defective work, material, or equipment. 6. Fenca a. Restare al] fences encountered and remaved during construction of the Project ta the original or a better than original condition. b. Erect tetnporary fenciiig in place of the fencing removed whenever the Work is not in �rogress and when the site is vacated overnight, andlor at all times to pro�ide site security. c. The cast for a11 fence warfc within easements, including removal, temporary closures and replacement, shalI be subsidiary to the various items bid in Yhe project proposal, unless a bid item is speoifioally pravided in the proposal. F. Partial Owner Oeeupaney 1. Th� City reserve5 the right ta take possession aiid use an,y completed or partiallv_ com leted artion of the Work re ardiess of the tirne of com letion of the Wark rovidin it does not interfere with the Gontractor's wark. Such ossession or use of the Work shali not be construed as fi�aal acee tance of the ro'ect ar an ortion ihereof. G. Work Under Owner's 5e arate Contracts 1. Work with Se arate Contractors: Coo erate full wiih Owner's se arate contractors so rvork on thase contracts ma be carried out smoothl without interferin with nr dela in Wark under this Contract or other contraets. Coordinate the Wark of this Contract with work erformed under Owner's se arate contracts. H. Coardination with Occu ants Fu11 Owner Occu anc : Owner will occu Pra'eet site and e�stin ad�acent buiIdin s durin entire construction eriod. Coo erate with Owner duri�i canstruction operatians to minimize conflicts and facilitate Owner usage. Perform the �1Vork so as not to interfere with Ovvn�r's da -to-da o erations. Maintain existin exits unless otherwise indicated. a. Maintain access ta existin walkwa s eorridors and other ad'acent accu iad or used facilities. Do f�at clnse ar ohstruct walkways, carridors, or other occupied or used faciIities without wvritten permission from Owner. b. Noti Ourtier not less than 721io�rs in advance of activities that wilZ affect Owner's operations. 1.5 SPECIFICATION AND DRAWING CONVENTIONS A. S ecificatian Content: The S ecifications use certain conventioi�s for the s le of lan u� e and the intez�ded meanin of certain terms wards and hrases when used in particuIar sit�ations. These conventions are as follaws: 1. Imperati�� mood and streamlined langua�e are generally used in the S,peci�cations The words "sliall," "shall be," or "shall com lv with," de endin� on the context, are �.�. ,... P imt�lied wh�r� a colon (_, is used within a sentence or plzrase. 2. Text Golar: Texi used in t�ze Specifcations, ineluding units of ineasure, manufactut•er and �roduct names, and other tex� ma,y appear in multipl� colors or underlined as part of a lzy�perliiik� n�phasis is implied hv text with these characteristics. CITY OF FORT WO1tTH Eagle Mountain WTp Glearwell No. 3 Rehab CaNSTRUCTIUI� SPEC[FICA'I'I03V DpCUMENTS City Project No. I03048 luly �Q21 o� j i o0 SUMMARY DF WORK Page 5 of 6 3. Hvn�rtext: Text used in t�e Specificatinns may contain hy�erlinks, Hyperlinks maY aSlaw for access to linked informatian that is not residin in the S ecifications. ;Unless otherwise inciicated, linked infonnation is nnt part of the Co�tract Docurnents. 4. S eci�eatiozi re uirements are to be erfarmed h. Contractor unless s�cifcall stated otherwise. B. Divisio�t 00 Contractin Re Uirennents: General rovisions oithe Contract includin . General and �up�lementary Conditians, a�plv to a11 Sections of the Specifications. C. Division dI General Requirements: Requirements of Sections in Division O1 appl ��to the Work of all Sections in the S ecifications. D. Drawin Coordination: Re uiremen#s fox materials and roducts identified on Drawin s are described in detail in tiie S ecifications. One or more of the %1lowin are used on Drawin s to identi mat�rials and roducts: 1. Terminoio : Mateeials anci rodacts are identified b the ical eneric terms used in the individual S eci�cations Sections. 2. Abbraviations: Materials and roducts are identified h abbreviations sck�eduled on Drawin s and ublislied as a�t of the U.S. National CAD Siandard. 3. Kevnotin�: Materials and prodUcts are identiiied b, referenee keynotes referencin� Speci�cation 5ection nurnbers found in this Project Manual. I.G SUBNIITTALS [NOT USED] 1.� ACTION SLTSMITTALSIINF'ORMATIONAL SUBNIITTALS [NOT USED] 1.8 CLOSEOUT SUSMITTALS [NOT USED] L9 MAINTENANCE MATERiAL SUBMITTALS [NOT USED] 1.10 QUALITY ASSURANCE [NOT USED} 1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 11� FIELD tS�TE] CONDTTIONS [N�T USED] 1.13 WARRANTY �NOT USED] PART 2 - PRODUCTS �NOT USED] PART 3 - EXECUTION [NOT iTSED] END OF SECTION C1TY OF F�RT WORTH Eagle 3Vlountain WTP Clearwell No. 3 Rel�ab CO3+ISTRUCTION 5PECIFICA7'lON DdCUMENT� City ProjectT�a. 103U48 .Iuly 2Q21 o� ii ao Sl7MMARY OF WDRK Page 6 of 6 THTS PAGE INTENTIONALLY LEFT BLANK CI't"Y OF FQRT VIaORTH �agle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTION SPECIFiCA7'IDN DOCUMENTS City Project No. f 03048 July 2621 O12500 SUBSTTTiITIOt+i PROCEDURES Page 1 of 4 sECTrorr oi z� on SUBST`ITUTION PROCEDURES PART1- GENERAL l.l SIINIMARY A. Section Includes: 1. The procedure for requesking the approval of substitution of a product diat is not ec�uivalent ta a product which is specifed hy descriptive or performance criteria or defined by reference to 1 or more af the fallowing: a. Name of manufacturer b. Natne of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equajs". B. Deviations from this City oiFnrt Worth Stand�rd 5pecification 1. Modified i.2A.1 2. Added 1.2.A.2 C. Related Sp.ecification Sections include, but are not necessarily limited to: 1. Division 0— Bidding Requirements, Contract Farms and Conditions af the Contract Z. Division 1— General Requirements 1.� PRICE AND PAYMENT PROCEDUR.ES A. Measurement and Fayment 1. Uait Prite= Work associated with this Ctem is considered subsiciiary to the various items bid. No separate paymen� will be allnvved for this Item. 2. Lum Sum Price � Work associated with this Item is included in the tatal lutn sum price. 1.3 REFERENCES �NOT USED] 1.4 ADMINISTRATIVE REQLTIItEMENTS A. Request for Substitutior► - General 1. INithin 30 days after award of Contract {unless noted otherwise), �l�e City will cansider formal requests fram Contractor for substitution of products in pjace of those speci�ed. 2. Gertain types of equipment and kinda of material are described in Specifications by means of references to names of manufacturers and vendors, krade names, or catalog nurnbers. a. When this methoci of specifying is usec�, it is not in#ended to excluc�e from consideratian other praducts 6eariug other manufacturer's or vea�dar's names, tra�le naYnes, or catalog numbers, provid�d said products are "or-equals," as c#etermined by City. 3. Other types nf eq�t�pmen# and kinds of material a�ay �e acceptable substitutious under fihe fallowing canditions: CITY OF FORT WORTH Eagle Mnuntain WTP Clearwell No. 3 Rehab CONSTRUCTION SYECIFICATION bOCL�MENTS City Projeat No. 10304$ July 2021 Ol 25 00 SUBSTITUTION PROG�DURES I'age 2 af 4 a. Or-equals are unavailable due to strike, discontinued production of products meeting speci�ed requirements, or o�her factors beyond control of Contractar; or, b. Contractor propases a c�st and/or time reduction incentive to the City. 1.5 SUBMITTAL� A. See Request for Substitution Form (attached) B, Procedure for Requesiing Substitution 1. Substitution shall be cansid�red on1y: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance af propased substitution with Contract Documents 2) Data relatin.g to changes in construction schedule, when a reduction is propased 3) Data relating to changes in cost b c. For products I) Product idantification a) Manufacturer's name b) Telephone number and representative eontact name c) Specifieation 5eetron or Dtawing referance of originally specified praduct, includ'►ng discrate name ar tag number assigned to ariginal pradtact in the Contract Documents 2} Manufacturer's literature clearly marked to shaw compliance of �ropQsed product with Contract Documents 3) Itemized coinparison of original and proposed product addressing product chaxacteristics including, but not necessarily limited to: a) Size b) Compasition or materials of construction c} ViJeigl�t d) Eleetrical or mechanical requirements 4) Product experi.ence a) Location of past projects utilizing producf b} Name and telephane number of persons associated with re�ereneed projects knowledgeable co�scerning proposed product c) A�ailable field data and reports associated with proposed product S) Samples a) Provide at request of City. b) Samples bacome the property of th� City. For construction methods: 1) Detailed description of propased methad 2) Illustratian drawings C. Approval or Rejection Written approval or rejeciion of substitution given by the City 2, City reserves the right to require propased product to comply with color and pattern of speeified praduct if necessary to secure design intenfi. CITY OF FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTIDN SPECIFICATION DOCUMENTS Ciiy Project No. 103048 Iuly 2D21 o i zs o0 SUBSTITUTION PROCEDi]RE5 Page 3 of 4 3. In the a�ent th� substitution is appro�ed, the resulting cost andlor time reduction will be documented by Change Order in accordance with the General Conditions. 4. No additianal contract tiine will be given for substitution. 5. 5ubstitution will be rejected if: a. Submittal is not fhrough the Confractor with h.is stamp of approval b. Request is not made in accordance with this Sp�cification Section c. In Yhe City's opit�ion, accep�ance will require substantial revision of the original design d. in the Ciiy's opinion, substitution wi11 not perfarm adequately the function consistent with the design ii�tent 1,G ACTION SUBNIITTALS/INFORMATIONAL SUBMTTTALS [NOT USED] 1.7 CLOSEOUT SUBMTTTALS [NOT USED] 1.� MAIN I ENANCE MATERIAL �USMITTALS [NOT USED] 1.9 QUALITY A55UItANCE A. In malcing request for substitution or in using an approved praduct, #he Contractor represents that the Contractor: 1, Has in�estigated proposed product, and has determined that it is adequate or superior 'rn all respects to that specified, and that it will perForm function for whicli it is intenc�ed 2. Will provid� same guarantee for substitute item as for product specified 3. Will caordinate installation of accepted substitution into Wark, to include building modificafiions if necessary, rnaking sucli changes as may be required for Work to ba complete in all respects 4. Waive� ajl claims for add'rtional costs related to suhstitutian which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 111 FIELD [SITE] CONDITIONS [NOT i7SED] I.1� WARRANTY [NOT iTSED] PART 2 - PRODIICTS [NDT USED] PART 3 - EXECUTION {NOT USED] END OF SECTION CITY OF FQR7' WORT�i HagEe Nlountain WTn Clearweil Na 3 Reltab CONSTRUGI'ION SPECIFICATIOt� DOCUMEN`1'S City Project No, 103048 July 2U21 O1 25 b0 SUBSTITI]TION PRpC�DUIt�S Page 4 of 4 EXHil3IT A REQZTEST FOR SUBSTITiTTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead oF the specifed item far the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Sub�titution: Reason for 5uhstituti�n: Include compiete information on chang�s to Drawings and/ar Specifcations which prapos�d substitution will require for its proper installation. Fill in Blanks Belaw: A. Will the undersigned contractor pay for changas to th� building design, including engineering and detailing costs caused by the requested substitution? B. What ef%ct does substituiion have on other trades? C. Dafferences between proposed subsiitution and speci�ed item7 D. DifFerences in product cost or produ.ct dclivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Bei�er (e�plain on attachmeut) The undersign�d states that the function, appearance a��d quality are equivalent ar superior to the specified item. Submitted By: For Use by Gity Signature as noted ,� Recommended � Recommended �'irm �4ddress Date Telepllone �, Nat recommended Receiued late By Date Remarks For Use by City: Appraved Cify Date Rejected crTy or �oxT woRr� CONSTRUC'ilpN SPECIPICATION DOCUM�NTS July 2021 Eagle Mnuntain WTP Clearwel] No. 3 Rehah City Project No. 143D4& 01 26 00 CONTRACT MOT7IFICATIDN PROCEDURE5 Page 1 af 2 SECTION 01 �6 00 CaNTRACT MODIFICATION PROCEDURES PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisians of the Contract, including General and Su�plementary Conditio��s a»d other Division O1 Specification Seciions, apply to this �ection. 1.� SUMMARY A. Section includes aciministrative and prQcedural r�quirements for handling and processing Contract modifications. B. Related Requirements: 1. Section OI 2S 00 "Substitution Procedure.�" for administrative pracedures for handling requests for substitutions mac�e after the Contract award. 1.3 N�TOR CHANGES IN TAE WORK A. Engin�er will issue Field Orders authorizing minnr changes in the Work, ❑ot invalving adjustrnent to the Contract Price or the Contract Time. 1.4 PROPOSAL REQUESTS A. Owner-Initiated Aroposal Requesis: Engineer will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Price or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. l. Requests For Proposal (RFP) issued by Engineer are not inst-ructions either to stap work in progress ar to execute t�e proposed change. 2. Within 10 days, when not nYherwisa specifed after receipt of RFP, submit a quotation estimating adjust�r�ents to the Contract Price and the Contract Time necessary to execute the change. a. Include a list of quantities of praducts required or eliminated and. unit costs, with tatal amount of purcliases and credits to be mad�. If requested, furnish survey data to substantiate quantities. b. Indicate app! icable taxes, delivery charges, equipment rental, and arnounts of trade ciiscaunts. a Inc�ude costs of labor ai�d supervision directly attributable tn the change. d. Include an updated Coutractor's construction sch�dule that indicates the effect of the cliaiage, including, but not limited ta, changes in acti�ity duration, start and finish times, and activity relationship. Use available total float before requesting an extensian of the Contract Time. e. Quotation Form: LFse forms acceptable to Engineer. B. Co�ntractor-Initiated Proposals: If latent or changed conditions require madiiicatioi�s ta the Contract, Conttactar may initiate a claim by submitting a rec�uest for a changa to Engiiteer. CDM 5mith Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTION SPECIPICATION DOCUMENTS City Projeet No. 103048 )uly z021 O1 26 00 CON'I'RACT MODIFICATIOIV PROCEDURES Page 2 af 2 1. Include a statement outlining reasoiYs far tha change and tlie efFect of the change on the Work. Pravide a complete deseription of the proposed change. Indicate the effect of the praposed change on the Contract Price and the Contract Time, 2. Include a list of quantities of products required or eliminated and unit costs, with tatal amount af purchases and credits to be made. If request�d, furnish survey data to suhstantiate quantities. 3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade diseounts. 4. Include costs af labor and sup�rvision directly attributable to the change. S. Include an updated Contractar's canstruotion schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish �imes, and activity reiationship, Use a�ailable totaI float before requesting an �xt�nsion of the Contract Time. 6. Comply with requirements in Section O 1 2S 00 "Substitution Procedures" if the proposed change requires substitution of one produet or system for product or systetn speci�ed. 7. Proposal Request Form: tJse form acce�atablw tn En�irie�r 1.5 CI3ANGE ORDER PROCEDURES A. On Owner's appraval of a Change Order Request, Engineer �vill issue a Change Order for signatures of Owner and Contractor, 1.6 WORK CHANGE DIRECTIVE A. Work Change Directive: Engineer may issue a Warlc Change Directi�e. Work Change Directive instructs Contractor to proce�d with a change in the Work, for subsequent inclusion in a Change Order. I: 1. Work Change Directi�e contains a ca�nplete dascription of change in the Wark. It also designates msthod to be followed to determine change iii the Cantract Frice or the Contract Time. Documentatian: Maintain detailed recards ox� a tima and material basis of work required by the Work Change Directive. ]. After completion of change, submit an itemized accou�st and supporting data necessary to substantiate cost and time adjustments to the Contract. PART 2 - PRODUCTS (NOT iJSED) PART 3 - EXECUTTON (NOT USED) END OF SECTION 0126 QO CDM 5mith �a$le Mountain WTP Clearwell Afa 3 Reliah CONSTRUGTIQZV SP�CIFICATION DOCUMENTS City Project No. I03048 ]uIy ZU21 O1 31 19 PRECONSTRUCTiON MEETING Page ] of 4 SECTION 0131 19 PRECONSTRUCTIQN MEETING PART1- GENERAL L1 SUMMARY A. Section Includes: 1. Pro�visions far the preconstructiQn meeting to be held prior to the start of Work to clarify construction contract administration procedures S. Deviatians from this City af Fort Worih Standard Specification 1. Modified 1.2.A.1 2. Added 1.2.A.2 3. Modified 1.4.B.S C. Relatad Sp.ecificatio�i Sections include, but are not necessarily limited to: I. Division 0— Bidding Requirements, Cvntract Forms and Conditians of the Contract 2. Division I— General Requirements 1.2 PRICE AND PAY1VlENT PROCEDURES A. Measurernent and Payment 1. Unit Price - Work associated with this Item is considered subsidiary to the various items bici, No separate payment wi11 be allawed for this Item. �. Lump Sum Price - Work assaciated with this Iie� is included i.n fhe tatal !um sum nrice. 1.3 REFERENCES [NOT USED] 1.4 AD11��IINISTRATNE REQLTIREMENTS A. Coordination j . Attend preconstruction meeting. 2. Represe�tati�es of Contractor, subcontractors and suppliers attanding meetings shall be qualified ar�d authorized to act on behalf oFthe entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retauied by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting w�ll be l�eld within 14 days after the execution of the Agreement and before Wark is started. a. The meeting will be scheduled and administered by fihe City. 2. The Projeot Representati�a will presids at the meeting, prepare the notes of the m�eting and distribute copies of same to all participants who so request. by fully completing the atEendanee form to be circulatad at the beginning Qfthe ineeting. 3. Attendance shall include: a. Project Representa#ive CITY OP FORT WoRTH Gagle ivlountain WTP Ciearwell No. 3 Rehab CONSTRUCTTON SPECIrICATION DOCUMENTS City Ptaject [�io. 103U48 July 2p21 01 31 19 PRECONSTRUCT1dN ME�TING Page 2 of 4 b. Contractor's project manager c. Cantractor's superintendent d. Any subconiractor or supplier representatives whozn the Contractor z-inay dasire to ii�vite or th� City may request e. Other City representatives f, Others as appropriate 4. Constructian Schedule a. Prepare baseline construction schedule in accordance with Section O1 32 16 and pravide at Preconstruction Meeting. b. City vvilj notify Contractor of an� schedule chang�s upon Notice oi Preconstruction Meetiiig. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. Gezieral Description of Project c. Status of right-of-way, utility clearances, easements or other pettin�nt permits d. Contractor's work plan and schedule e. Contract Time f. Noiice ta Proceed g. Consh•uction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Lett�r far Waste Material L Insurance Renewals m. Payroll Certification n. Material Certifications aesd Quality Control Testing o, Public Saf�ty and Canvenie�ice p. Documentation af Pre-Construction Conditions q. Weekeiid Work Notifcation r. Legal Holi�ays s. Trench Safety 1'lans t. Confined Space Entry Standards u, Coordination with the City's represantative For operations of existing water systems v. Storm Water Pollution Preveirtion Plaii w. Coordinatian with other Gontractors x. Ear1y Warniilg System y. Cantractor Evaluation z. Special Conditions applicable to the projeet aa. Damages Claims bb, Submittal Procedures cc. Substitution Procedures dd. Correspondeiice Routing ee. Record Drawings f£ Temporary construction facilities gg. Plant 5ecurity and Access hh. Final Aceeptance ii. FinaI Payrnent jj. Questions or Comments 1.� SUBNIITTALS �NOT USED] CITY OF FORT WORTI-1 Eagle Moantain WTP C[earwell No. 3 Rel�a6 CONSTRUCTION SPECIFICATION DOCi1MENTS City Project No. ] 03048 Jtily 2021 O1 31 19 PRECQI�fSTRUCTION N[E6TTNG Page 3 of 4 1.6 ACTION SUBMITTALS/INFORMATTONAL SUBNIITTALS [NOT USED] 1.9 CLOSEOiTT SUBNIITTALS �NOT USED] 1.$ MAINTENANCE MATERIAL SUBMITTALS [NOT U�ED] 19 QUALITY AS�U1tANCE [NOT USED] 1.1Q DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIQNS [NOT iTSED] 1.12 WARRANTY [NOT USED] PART � - PRODUCTS [NOT USED} PART 3 - EXECiTTI�N [NOT IISED] END OF SECTION GITY OF F{�RT WORTH Eagle Mountain WTP Clearwell No. 3 Rehah CONSTI2UCTION SPECIFICATION DOCUMENTS Cily Project Na. 103U48 ]uly 2D2] 0[ 31 l9 PRECONSTRtJCTION ME�TiNCi Page 4 of 4 THTS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH Eagle MounEain WTP Clearwel] No. 3 Rehab CONSTRUCTION 5PECITICATfON DOCUMENTS City Project No. 103Q48 July 2Q21 DL3I20 FR03ECT Iw[EETINGS Page 1 of 4 SECTION 013120 PROJECT MEETINGS PART1- GENERAL L 1 SUMMARY A. Section Includes: 1. Provisions for project m�etings throughout the cflnstruction period to enable nrderIy review of the pragress of the Work and to provide for sys�ematic diseussion af potential problems B. De�iations this City of �ort Warth Standard Specification 1. Modified 1.2A.1 2. Added I.2A.2 3. Re�ised 1.4.B C. Related Specification Sections include, but are not necessarily Iimited to: 1. Divisian D— Bzdding. Raquirements, Contract Fa�ns and Conditions of the Cantract 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Unit Price - Wark associated with this Item is con�idered subsidiary to tlie various items bid. No separate payment wilI be allowed for this Item. 2. Lumn Sum Price - Work assaciated with this Item is included in the total lump sum price. 1.3 REFERENCES [NUT iTSED] 1.4 ADNIINISTRATIVE REQUIREMENTS A. Coordination 1. Schedule, atte��d and administer as specified, periodic progress meetsngs, and specially called meetings thraughout progress of the Work. 2. Representatives af Contractor, subcontractors and suppliers attending meetings sha11 lze qualified and authorized to a�t on behalf of the entity each represents. 3. Meetings adminisiered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained b� City for fuiure reference. 4. Meetings, in additian to those specified in this Section, may be helci when requested by the City, Engineer or Contractor. . . . � , .,u-.,...7 1 �..L.1:,. A�eet:.�� «,.'fk ,.FF „f.,.l ,. .,..I.,.,r..+... � a �. A.,....�.,..., ,�,�i-..,,..+;.,., ,.ol.,+0.-1 ., o�+;.-,.,� CITY OF FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTI�N SPECIFICATION 17DCUMENTS City PrajectNo. 103D48 July �021 oi 3� za PROJECT MECTII�IGS Page 2 af 4 � a�roo+;,,.� r ,,,..,�:,,,, �. �s'��i6�+;,, +., L.a ,7o+e,...,:.,...� L.., s1.., r'�;�.. cm�cv�c-arrtviTrrn7vcrvr�'i'ia�"�c: t�� . �� ft.�civ� �. ��,� ,.+ Un e e..�.,+:. o � l�__ !*};�. C. Progress Meetings 1. Farmal project coordination meetings will be held periadically. Meetings �vill be scheduled and adm'v�istered by Pro�sct Representati�e. 2. Additianal progress meetings ta discuss specific tapics vvill be condueted on an as- needed basis. S�ch additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation af piping and equipment c. Coordination between other construction projects d. Resolution o�coilstruction issues e. Eq�ipment approval 3. The Project Representative will preside at progress m�etings, prepare the nQtes oi the meeting and distribute copies of the same to alI participants who so request by fully completing the attendance form to be circulat�d ai the beginning of eacls meeting. 4. A�tendance shall include: a. Contractor's project manager b. Contraetor's superintendent c. Any subcontractor or supplier representatives whom the Contractor may desire to in�ite or the City may r�quest d. Engineer's representati�es e. City's representatives f. Others, as requested by the Project Representative 5, Preliminary Ageuda may include: a. Re�iew of Work pragress since previous �neeting 6. Field observations, prablems, conflicts c. Items which itn�ecie construc�ian schedule d. Review of aff-site fabrication, delivery schedules e. Revie�v of constructiou interfacing and sequencing reqiiirements witl� other construction cQntracts f. Corrective m�asures and procedures to regaux prajectad schedule g. Revisions ta canstruction schedule h. Progress, schedule, during suceeeding Work p�riod i. Coardination af schedules j. Review submittal schedules k. Maintenance of quatity standards 1. Pending changes and substitutions m. Review proposed changes for: 1) Effect on construction schedule and on completion date 2) Effect on other cantracts of the Project CITY OF FDRT WORTH Eagle Muunkain WTP Clearwell No. 3 Reh�b CpNSTRUCTIaN SPECIFICATIQ]V DOCUivIEi+I'CS City Prc�ject No. ]03048 July 2021 01 31 20 PROJECT 3vlEGTR�fGS Page 3 of A 6. �. n. Review Record Documents o. Revi�w monthly pay request p. Review status of Requests for �nformation 1Vleeting Schedule a. Progress meetings wiIj be held periodically as determined by the Project Representative. 1} Additional meetings may be held ai the request of the: a) City b} Engineer c} Contractor Meeting Locatian a. The City will establish a rneeting location. 1) To the exte�rt }�racticable, meetings wili be held at tlie Site. 1.� SUBNIITTALS [NOT USEDj 1.6 ACTIDN SUBNIITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBNIITTALS [N�T USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QTFALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, ANll HANDLING [NOT USED] f .11 FIELD [SITE] CONDT�ONS [NOT USED] 1.1� WARRANTY [NOT USED] PART � - PRODUCTS [N�T USED] PART 3 � EXECUTION [NOT USED3 END OF SECTION CITY OF FORT 1?JOATH Eagla Mountain WTP Clearwell No. 3 Relia6 CDNSTRiICTION SPEClFICAT�ON bOCUMENTS City Froject No. 103D48 July 2021 ai 3i ao PROJECT MEETINGS Page 4 of �+ THIS PAGE TNTENTIONALLY LEFT BLANK CITY Qr rORT WORTH Eagle Mowntain WTP Clear�vell No. 3 Raha6 COIVSTRUCTION SPECIF{CATCON bOCUMENTS City Projecf Na. ](13Q48 ]uly 2021 0! 32 13 SCHEDL�LE OF VALUES Page 1 of 2 SECTION �132 13 SCHEDLTLE OF VALUES PART1- GENERAL 1.1 SYIMMARY A. Sectian Includes: 1. Genaral requirements for the preparation, submittal, updating, status reporting and management of the Schedule of Values B. Related Specificatian Sections include, but are not necessarily limited to: 1. Division 0— Bidding Reyuirements, Contract Forms and Conditions of the Contrac# 2. Division 1-- General Requirements 1.� PRICE AND PAYMENT PROCEDiTRES A. Measurement and Payment 1. Work assaciated with this Item is included in the totallump sum price. 1.3 REFERENCES [NOT U5E1]j 1.� ADMINI..STRATNE REQUIREMENTS A. Schedule of VaIues Generai a. Prepare a scheduie of values in conjunction with the prsparatian of the progress schedule. 1} Coordinate preparation of schedule of values and progress schedule. b. Correlate line items with other adtninistrative schedules and the forms required for the work, ineluding the progress schedu�e, payment request %rm, listing nf subcontractors, schedule of allowanc�s, schadule of alternatives, l'tstuig of products and priiieipal suppliers and fabricators, and the schedule of submittals. c, Provide breakdown af the Cantract S�m in accordance with tneasureinent and payment sections and wiYh sufficient detail to facilitate cantinued evaluation of payment requests and progress reports. 1) Break down pr�ncipal subcontract arnounts inta severalline items in accordance with section measurernent and payment. d. Round offta the nearest whole dollar, but w�th the total equal the Cot�tract 5um. 1.� SUBNIITTALS A. Scl�edule of Values I. Submit Schedule of Values in nati�ve �le format and pdf fonnat. 2. Submit Schedule of Values monthly no later than the last day of the month. 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.'� CLOSEOUT SUBNIITTALS [NOT USED] 1.$ MAINTENANCE MATERTAL SUBMiTTALS [NOT USED] CITY OF FORT WORTH Eagle Mountain WTP Clearwell I�lo. 3 Rehab CONS1'RUCTION SPECIFICATION DOCUMENTS Gity Project No, 1U3048 July 2021 O13213 SCHEDULE OF VALUES Page 2 of Z 1.9 QIIALITY ASSiJRANCE A. The person preparing and revising the construction Schedule sha116e experienced in the preparation oi schedules of similar complexity. B, Schadule and supporting documents addressed in this Specification sha11 be prepared, updated and revised to accurately reflect the performance of the construction. C. Cantractor is responsible for the quality of all submit�als in this section meeting the standard of care for the construction industry far similar projects. 1.1U DELNERY, STORAGE, AND HANDLING [NUT IISED] L11 FIELD [SITE] CONDITIONS [NUT IISED] 1.1� WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE I NAME ciTY or ror��r• woxrx CDNSTRUCT[ON SPECIFiCATIQN DOCUMENTS ]uly 2021 SUMMARY OF GHANGE �agleMountain WTP Cleanvell No. 3 Rehab City Project No. 1�3048 fl13216 CqNSTIZUC'P1pN YROGR�55 SCHEDi1LE Fage I of 6 SECTION 0132 16 CONSTRi1CTION PROGRESS SCHEDULE PART 1- GENERAi, I1 SUMMARY A. Sectian Includes: 1. General requirements for t�� preparation, submittal, updating, status reporting and manageme�nt of the C.onstructian Pragress Schedule 2, Spacifc requirements are presented in the City of Fort Worth Schedule Guidance Document B. Deviations from this City af Fott Worth Standard Specification l. Modified 1.2A.1 2. Added 1.2A.2 3. Modified 13.A C. Re�ated 5pecification Sections include, but are not necessarily limited to: 1. Division 0— Sidding Requirements, Cantract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Unit Price - Wark associated with this Item is cansidered subsidiary tn the various ite�ns bid. No separate paym�nt will be allowed far this Item. 2. Lump Sum Price - Work assaciated with this Item is included in the total lump suna qrice. 1.3 REFERENCES A. De�nitians Schedule Tiers rr:.,�., ,.r,. ,.,,t,,,,a..r„ .,..4..�.:f+.,1 .. ..,,a h.. ,. .,ri..�,.f c,,.,.,i� h«:of a.....,+;,,., • • a �� b, Tier �- No sehedule submittal required by contract, but will require some inilestone dates. Smajl, brief duration projects c�...,.,.:�,,..+:,,.. .,«.! t,,,...,:., A.d.,;,...:�-., ..�!`:s.. ,� o.,r.. ..la„7:,,.� .,II 1..,.,.7 .�a...t...,,�„ . �. �� T:.,.. 6 C..L,...7..l.� ..,,L.,.,:+f-.,l .. ..a.i 1.<� ...�,,,�-...�..+...�.�lo`.�.r:l�d�n tJ�o i CITY OF FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehah �ONSTRUCTION SPECIFICATION bOCUMENTS City Project No. I03048 July 2021 O1 32 I6 C�NSTRUCTIOAi PROGRESS SCHEbULE Page 2 of 6 2. Baseline Schedule - Initial schedule submitted before work begins that will serve as the haseline for measuring progress and departures frarn the sehedule. 3. Pragress Schedule - Monihly submittal of a progess schedule documenting progress on the project and any changes anticipated. 4. Schedule Narrative - Coneise narrative of the schedule including schedule changes, expected delays, key schedule issues, critical path items, etc B, Reference Standards 1. City of Port Worth Schedule Guidance Doeument 1.4 ADMIN�STRATIVE REQUIREMENTS A. Baseline Schedule General a. Prepare a cost-loaded baseline Schedule using appraved soft�are and the Critical Path Method {CPM) as required in the City of Fort Worth Schedule Guidance Document. b. Review the draft cost-Ioaded baseline Schedule with the City ta demonstrate understanciing of the wark to be perfarmed and knawn issues and constraints related to the schedul�. c. Designate an authorized representative (Project Scheduler) responsible for developing and updating the schedule and preparing reports. B. Pragress Schedule 1. Update the progress Schedule moz�thly as r�quired iri the City of Fort Warth Schedule Guidance Document. 2. Prepare the Schedule Narrati�e to accompany the monthly progress Schedule. 3. Change Orders a. Incarporate approved change orders, resulting in a change af contract time, in the baseline Sche�lule in accordance witli City of F`art Worth Schedule Guidance Document. C. Responsibility for Schedule Compliance 1. Whenever it becomes apparent from the current progress Schedule and CPM Status Report thai delays to the critical path have resulted and the Contract �ompletion date will not be met, or when so directed by the City, make some or a11 of the following actions at no additianal cost to the City a. Submit a Recovery Plan to ihe City for approval revised baseline Schedul� outlining: 1) A writteu statetnent of fihe steps intended �o take to rema�e or arrest Yhe delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as wiZl suhsta��tially eliminate the backlog oiwork and return current Schedule to meet projected baseline coinpletion dates 3) Increasa tha number oiworking hours per shift, shifts per day, work'rng days per week, the amount of cons'tructian equipment, or any combination of the foregoing, suffi�iently to substantially eliminate the backIog of work 4) Reschedule activities to achieve maximuin praetical concun•ency of accolnplishment of activities, and comply with the re�ised schedule 2, If no written statemant af the steps intended to take is submitted wh�n so requested by the City, tl�e City may direct the Contractor to increase the ]evel of effart iii CITY OF FORT WORTH Eagle Mauntaip WTP Ciearwell No. 3 Rehah CONSTRUCTIOi�I SPECIFICATION 17QClIMENTS CiTy Pmject Ida. 103Q48 7uly 2021 Q 1 32 16 CQN5TR[1CT10N 1'EtOGRE55 SCHEDULE Page 3 of6 ma�ipower (trades}, equipment and work schec�ulE {overtime, weekend and haliday wark, etc.) to he emplayed by the Contractor in order to remove or arrest the delay ta th� critical path in the approved schedule. a. No additional cost for such work will be consider�d. D. The Contract completion time will be adjusted only for causes specified in this Contract. a. R�quests for an e�ensian af any Contract completion date must be supplemented witl� the following: 1) Furnish justification and supporting evidence as the City may deem nacessary ta determine whether the requested ex�ensian of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, inake fndiiigs of fact and wilI advise the Contractor, in writing thereoi. 2) If the City ftnds that the reQuested extension of fime is entitled, the City's determina�ion as to the iotal nur�ber of days allawed far the extensions sha11 he based upon the appro�ed total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, accarding to the Baseline schedule, do nat affect any Contract completion date shown b� the critical path in the network will iiot he the basis for a change therein. 2. Submit each request for change in Coutract connpletian date to the City within 30 ciays after the beginning o£the dejay for which a time extension is requ�sted but before tlie date of final payment under this Contract. a. No time extension wiIl be granted for requests tivhich are not submitted within the foregoing time limit, b. From time to time, it may be necessary for tihe Contract schedule or completion time to be adjusted by the City to ref[ect the effects of job conditinns, vNeather, techi3ical difficvlties, strikes, unavoidable delays an the part of tha City or its representatives, ar�d other unforeseeable conditions which may indieate schedule ad�ustments or completion time extensions. 1) Under such conditions, the City will direct the Contractar to reschedule the work nr Contract completion time ta reflect the ohanged conditions and the Cantractor shall revise his schedule accordingly. a) No additional compensatron wili be made to the Contractar for such scl�edule changes except for unavoidable overall cnntract time axtensians beyond the act�aal compl�tion of unaffected wark, in wl�ich case the Contractor shall take all possible action to minimize any tim� extension and auy additior�al c�st to the City. b} Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or sIack tirne is defuied as the amount of time between the earliest start date aud tl�e latest start date or between the earliest finish date and �he latest finish date of a chain of activities on the Baseline Schedule. a. FSoat or slack time is not for the exclusive use or bene�t of either the Contractor or the City. b. Proceed with work according to early start dates, and the C�#y sliall have the r�gl�t to rese�tie and apportion float tiine according to the need.s af �1�e project. CITY dF FORT WORTH Eagle ivlountain WTP Clearwell No. 3 Rehab CqNSTRUCTION SPECIFICATION DOCUMENTS City ProjectNo. I03048 Iu1y 2021 p] 32 16 CpNSTRUCT{pN PROGRESS SCIi�DUL� Page4of6 c. Acicnowledge and agree that actual delays, affecting paths of activities co��taining float iime, will nat liave any effect upon contract completion times, praviding that the actual deIay daes not exceed the float tiine associated with thase actir�itie�. E, Co�rdinating Schedula r�vith Oth.er Contract 5ehedules 1. Where wark is to be per�armed under this Contract concurrently with or contingent upon work performed on the same facilities or area under other confiracts, the Baseline Schedule shall be coordinated with the sehedules of tl�e ather contracts. a. Obtain the schedules of the other apprapriate eontracts from the City for the preparation and updating of Baseline schedule and znake the required cka�iges in his schedule when indicated by changes ii� corresponding scheduies. 2. In case of interference between the operatians of different contractors, the City will determine the work priority of each contractor and the sequence of wark necessary to expedite the completian of the entire Project. a. In such cases, tlie decision of the City shall be acc��pted as final, b. The temparary delay o.f any work due to such circumstances shall not be cansidered as justification for c�aims for adtf[tional couzpe��sation. 1.S SUBMITTALS A. Baseline Schedule I. Submit Schedule in native file format and pdf format as required in the City of Fort Warth Schedule Guidance Document. a. Native file format includes: 1) Primavera (P6 or Prima�era Cantractor) 2. Submit draft baseline Schedule to Cit� prior to the pre-construction meeting and bring in hard copy to the meeting for review and discussioi�, B. PrQgress Schedule l. Submit progress Schedule in nati�e file fortriat and pdf fonnat as required in the City afFort Worth Schedule Guidance Doeument. 2, Subtnit progress Schedule monthly no later than the last day of the month. C. Schedul� Narrative 1. Subrzait the schedule narrative in pdf format as reyuired in the City af Fart Worth Schedule Guidance Document. 2. Sub.tnit schedule narrative monthly no later than the last day nf the month. D. Submittai Process 1. Tlie City administers and manages sehedules thraugh Buzzsaw. 2. Contractor shall submit dacuments as required in the City of Fort Worth Schedule Guidan�e Doeument. 3. Once #he project has been completed and Final Aeceptance has been issued by tlie City, no further progress scliedules are required. I.5 ACTION SUBMITTALS/INFORMATI�NAL SUBMYTTALS [NOT USED] 1.7 CLOSEOUT 5UBMITTAL� [N�T USED] 1.8 MAINTENANCE MATERiAL SUBNIITTALS �NOT USED] CITY OF FORT WORTH Eagla Mounlain W7'P Cleerwell No, 3 Relzab CONSTRUG"I'IQN SPECIFICATIOIV DOCCIM�NTS City Praject No. ]03048 July 2021 O1 32 l6 CONSi'RUCTIOM PROGRESS �CHEDULE Page 5 of 6 1.9 QUALITY ASSURANCE A. The person preparing and revisi�g the construction Progress Sehedule shall be experienced in th� preparation of schedules of similar complexity. B. Schedule and supporting docum�nts adeiressed in this Specification shall be prepared, updaied and revised ta accurately reflect the performance of the construction. C. Contractor is responsible for the quality. af all submittals in this section meeting the standard of care for the construcfion industry for sirnilar projects. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART 2 - PRUDUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT �VDRTH Eagle Mountain WTP Clearwell No. 3 Rehab CDNSTRUCTION SPECIFICATIQN 170CUMENTS Cit� Praject No. ]03D48 Ju1y 2021 01 32 16 CONSTRUCTIONPROGRESSSCHCDUL� Page 6 af 6 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WORTH Eagle Mounfain WTP Clearwell No. 3 Rehah CONSTRUC'TION SPECIF[CATTdN DOCUMCN'TS City Project No, ] 03U48 ]u[y 2021 Ol 32 33 PRECC3NSTR[JCTION VIDEO Page 1 of2 SECTION 013� 33 PRECONSTRUCTION VIDEO PART1- GENERAL I.1 SU1I�IMARY A. Section Includes: 1, Administrative and procedural requireinents far: a. Preconstructian Videos B. Deviations from this City of Fort Worth �tandard Specificatian 1. Modified 1.4.A.1 C. Relat�d Specificatian Sectians include, but are not necessarily limited to: 1. Division fl— Bidding Requirements, C�ntract Forms and Canditians of the Contract 2. Division 1-- General Requirements 1.2 PRICE AND PAYII�IENT PROCEDUR:ES A. Measurement and Paymant 1. Work associated with this Ite�n is considered subsidiary to fhe �arious items bid. No separate payment will be allowed %r this item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preeonstruction Video 1. Produce a preconstruetion video ofthe site/� tank, including all areas in the vieini .ty of and to be affected by aanstcuction. a. Frovide digital copy of video upon request h� the City. 2. Retain a copy of the pteconstruction video until the end. of the maintenance surety period. 1.� TARU 1.1� NOT IISED PART � - PRODUCTS [NOT USED] PART 3 - EXECUTIDN [NOT USED] END OF �ECTION CiTY OF F'OKT VJOiZ1'H Eagle Njountain WTP Clearwell Afo. 3 Rel�a6 CDN5TRUCTiON SPECIFICATION DOCUMENTS City Project No. 103(}48 luly 2021 O1 32 33 PRECONSTRl1CTI0I�! VIDEO Page 2 of 2 THIS PAGE INTENTIONALLY LEFT BLANK C1TY OF FQRT WpRTH Eagle Iv[ountain WTP Clearwell No, 3 Rehab CONSTRUCTION SPECTFICATION DOCUMENTS City PrujectNo. 1D3048 ]uly 2021 O1 3235 AERIAL/PI-IQTOGRAPNTC aQCU11iIEN7'A�'lON Page l of2 SECT�ON 0132 3� AERIAL/PHOTOGRAPHIC DOCUMENTATION PART 1- GENEI2AL ��ECill►'� lu /•_\.�'1 A. Section lncludes 1. Administrati�e and procedural requir�ments for: a. Aerial Pliotographs b. Project Photographs B. Deviations 1. Deleted 1.4.A. 2. Mndifiad 1.4.B. C. Related Speci�cation Sections include but are nat necessarily Iimited to 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of tha Contract. 2. Divisian 1- Gen�ral Requirennents. 1.2 PRICE AND PAYMENT PROCEDURE,S A. Measurement and Payment 1. Wark associated with this Item is included in the tatal lump sum priee. l.3 REFERENCES [NOT i7�ED} 1.4 ADMINISTRATIVE REQUIREMENTS A U«..:...,} A.,..;.,1n Dl,..t..�...,...k� !f!l�1: P!!?l4Ai! _ ■ - ' . � , � � � � �.•� /'� . � � �1 � e a � i � . ' � � i � i. - �:t CITY OP F�RT WORTH Eagle Mo�mtain W1'P Clearwell No. 3 Rehah CONSTRUCTiON SPECIFICATiaN DDCCTMENTS City Project No. 1030�18 .fuly �021 01 32.35 AERIALIPHOTOGRAPHIC C70CCIMENTATION Page 2 of2 . _ � � a A > . � . . � � � � • . � � � B. Project Photographs 1. Take photographs of the project sital�tank prior io canstructian, montlily during the construciion af the project, and after compietion of the project, 2. Fhotographs shall be talcen with a quality digital eamera with date back capability, with lenses ranging from wide angle ta 135mm. 3. Phatagraphs shall ba talten at locations designated by the Engineer. 4. Provide digital capies af a!1 photagrapl�s. 5. Preconstruction Phoios a. Pro�ide na less than forty-eight {4�24} photographs of the site and � tank prior to construction. 6. Progress Photos a. Starting one inanth after the date of the preconstruction photQgraphs, and continuing as long as the work is in progress, provide twenty-four {24) monthly photographs takeu to accurately record Yhe work that lias progressed during that period. b. Digital photographs are to be submitted vvith the monthly Partiaj Pay Reguest. 1.5 THRU 11� [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION C[TY OF FQRT WORTH Eagle Mauntain WTP Clearwell No. 3 Rahab CONSTRUC'I'I OI�! S PECIFICATION DOCUIv[ENTS City Proj ect No, 1 Q3048 July 2021 oi 33 ao SUBMiTTAL9 Page 1 of lU SECT�ON Q133 00 SUBMITTAL 5 PART1- GENERAL 1.1 SUMMARY A. Sectian Includes: 1. Ger�eral tt�ethods and requirements of subrnissions applicable to the following Work-related submittals: 1. Shop Drawings 2. Types of submittals 3. Product Data (including Standard Product List submittals) 4. Samples 5. Mock Ups B. Deviations from this Gity of Fort Worth Standard Specification 1. Modified 1�2.A.1 2. Added 1.3 3. Added 1.4.B 4. Added S .4.C. S .c.4 5. Added 1.4.0.1 and 1.4.0.2 6. Added 1.4.0.7 throug.h 1.4.0.9 7. Added 1.4.P C. Related Specification Sections include, but are �ot necessarily limited to: I. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PRDCEDURES A. Measurerr�ent a.nd Payment Work assaciated with this Item is included in the total lump sum price. 1.3 TYPES OF SUSMITTALS A. Action Submittals: Written and granhic information and phvsical samples tiiat require Engineer's responsive action. Action submittals are those submittals indicated in individual 5pecification Sect ons as "action submittals." B. Informatioiial Submittals: Written and �phic infarmatian and phvsical sa�nples that do not rec�uire Engineer's res�onsive action. 5ubmittals mav be re�ected for not com�lving witli requirements. Cnformational suhmiitals are those subrnittals indicated iii individuaS Suecificatiou S�ctions as "infonnational submittals." C. Mass Submittals: Six or more su�mittals or items ui one dayor 20 or more submittals or iiems in one w�ek. 1.4 ADNiLNISTRATIVE REQUIREMENTS CITY OF FORT WOR7'H Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTiON SPECIFICATION DOCUMENTS City ProjectNo. 1�30�48 July 2�21 01 33 00 SUBMITTAI.S Page 2 of 10 A. Coordination 1. Notify the City in writing, at the time af submittal, of any deviations in the submittals from the raquirements af the Contract Documents. 2. Coordinatian of Subznittal Times 1. Prepare, prioritize and transmit eaah submittai sufficiently in advance af performing tlie related Work or other applicable acfiivities, or within fl�e time specified in the individual Work Sectians, of the Specifications. 2. Gantractor is responsible such that the installation wil] not be delayed by processing times ineluding, but nat limited to: a) Disapproval and resubmittal {if required) h) Coordination with other submittals c) Testing d) Purchasing e) Fahricatian fl Deli�ery g) Siznilar sequer�ced acfiviti�s 3. No extension of time wil] be authorized because of the Contractor's failure to transznit submittaIs suf�ciently in advance oFt3�e Work. 4. Make submittals proinptly in accardance with appro�ed schedule, and in such sequence as to cause no delay in the Wark or in the work of any other contractor. B. Submittal Log/Schedule 1. Priar to submittin� th� first submittal for the project, provide a suhmit�al la�Ischedule ta include I. Anticipated Suhmittals 2. Proposed Submittal Num6ering 3. Anticip�ted Submittal Dates. C. Submittal Num6ering Wl-�en submitting sh�p drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: 1. Use the �rst 6 digits of th� applicable �pecification Sectiou Numher. 2. For the next 2 digits number use numbers O I-99 to seque»tially nuinber each initial s�parate item or drawing submitted under each specific Section number. 3. Last use a letter, A-Z, indicating the resubmission of th� sanne drawing (i.e. A=2nd submission, B=3rd submission, C=4�i submission, etc.). A typical submittal number wpuld be as follows: 03 30 00-08-B 1) 03 30 �0 is the Specification Section for Concrete 2) Q8 is the eighth initial submitta] under this Specification Section 3) B is the third submission (seeond resubmission) of tl�at particular shop drawing 4) Include brief descri tion of submittal. D. Contractor Cerkification 1. Review shop drawings, product data and samples, including tliase by subcontarac#ors, prior ta submission to determine and verify the following: 1. Field measurements Cl'fY p�' FQRT WQRTH Eagle Mountain WTP Clearwell No. 3 Rehab COI�STRUCTIOI� SPECIFIC:ATION DpCUM�NT5 City Projecf Na. 1Q3Q48 July 2fl2] U1 33 OD SUBMITTALS Page 3 of 10 2. Field construction crit�ria 3, Catalog numbers and similar data 4. Canformance witii the Gontract Documents 2. Provide each sh�p drawing, sample and product data submitted by the Coa�tractor with a Certification Statement affixed including: I. The Contractor's Company name 2. Signature ofsubmittai reviewer 3. Gertification Statement 1} `By this submitta�, I hereby represent that I have determined and �ariited field measurements, field construction criteria, materials, �imensions, catalog numbers and similar data and I�a�e ohecked and coordinated each item with other applicab3e approved shap dra�ings." E. Submittal Format 1. Fold shop drawings larger than S%z inches x l l inches to 8'/z inehes x i 1 inches. 2. Bind shop drawings and product data sheets together. 3. Order 1. Cover Sheet 1) Descriptian of Packet Z) Contractor Certification 2, List o� items / Tabla of Contents 3. Product Data /Shop DrawingslSa�nples ICaleulations F. 5ubmittal Content 1. The date of submission and the dat�s of any previous submissians 2. The Praject title and number 3. Contractor id�nti�cation 4. The nam,es o% l. Contractor 2. Supplier 3, Manufacturer 5. Tdentification of the praduct, with the Specification Section number, page and paragraph(s) 6. Field ciimensians, clearly identified as such 7. Relatian to acijacent or crifiieal features Qf th� Work or materials 8. Applicable standards, such as ASTM or Federal Specification nuxnbers 9. Identificaiio.n by highlighting af deviations from Contract Documents 10. Identificatian by highlighting of revisions on resubmittals 11. An 8-incla x 3-inch blank space for Contractor and Ci#y siamps G. Shop Drawings 1_ As specified in indi�idual 'Work Sections includes, but 'rs not necessariIy limited to: 1. Custom-prepared data st�ch as fabrication and erec�ion/installation (warking) drawings 2. Scheduled information 3. Setting diagrams 4. Actual sliopwork manufacturing instructions 5. Cusiom templates CITY OF FORT WORTH Eagle Moun[ain WTP Clearwell No. 3 Reha6 CONSTRUC7"ION SPECIPICATION DOCUMENT� Ciry Project Na. I G3048 Juiy zoz� O1 33 00 SUBMITTALS Page 4 of la 6. Special wiring diagrams 7. Coardinatian drawings S. Individual system or equipment inspection and test reports includ�ng: 1) Per%rmance curves and certificatians 4. As applicable to the Work 2. Details 1. R�iation of the �arious parts to tlse main members and lines of the structure 2. Where carrect fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior ta submitting for approval. H. Product Data 1. F'or submittals of product c3ata far products included on the City's Standard Product List, clearly identify each item selected far use on the Project. 2. Far subrr�itfals of praduct data t'ar products not included on the City's Standard Produet List, submittal data may include, but is not necessarily limited ta: 1, Standa�rd prepared data for manufactured products (sometimas referred to as catalog data) l) Such as the rnanuiacturer's product specifieation and instal lation instructions 2) Availability of calars and patterns 3) Manufacturer's printcd statements of campliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photQgraphs 7) Standard wiring diagrams S) Printed performance curves and operationaI-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and ma�ntenance i�istructians and recomm�nded spare-parts jisting and printed product warranties 12) As applieable to the Work L Samples 1. As specified iii in�ividual Sections, include, but are not necessarily limited to: 1. Physical examples of the Work such as: 1) Sectians of manufaetured ar fabricated Work 2} Small cuts or containers of materials 3) Complete units ofrepetitively used products color/texture/pattern swatehes and range sets 4) Specimens ior coordinatioii of visual effect 5} Graphic symhols and units af Work to be used by the Cifiy far independent inspection and testing, as applicable to the Work J. Do nnt start V�ork requiring a shop drawing, sampie ar produet data nar any material to be fabricated or installed prior to ihe approval or quali�ied approval of such item. 1. Fabrication performed, materials purchased or on-site construetioii accomp�ished which does not conform to approved shop drawings and data is at th� Cantractor's risk. 2. The City will not be liable for any expense ar delay due to corrections or reinedies required to accomplish conformity. CITY OF FOAT WDRTH Eagle Mountain WTP Clearwell I3a. 3 Rehab CONSTRUCTION SPECIFICATIQ[�! DOCUMEMTS City Project Na. 103Q48 luly 2021 QI 33 00 SUBM�TTALS Page 5 of 10 3. Complete project Work, materials, fabri�ation, and installations in conformanee with approved shop drawings, applicable samples, and product data. K. Submiital Distribution 1. Electronic Distribution 1. Canfirrr� development of Project directory for electronic submittals to be uplaaded ta City's BIM360 site, or another external FTP site approved by the City. 2. Shop Drawings 1) Upload submittal ta designated project directory and notify appropriate City representatives via email oF submittal posting. 2) Hard Copies a} 3 eopies for all suhmittals b} If Contractor requires more �han 1 hard cop� of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. 3. Produet D�ta 1) Upload submittal to designated project directory and notify appropriate City representatives via email nf submittal posting. 2) Hard Copies a} 3 copies for ail submittals 4. Samples 1) Distributed to the Project Regresentative 2. Hard Copy Distributian (if required in Iieu of electronic distribution} 1. Shap Drawings 1) Distributed to the City 2) Copies a) 8 copies for meehanical submittaIs b) 7 copies %r all other submittals c} If Contractor requires mare than 3 capies of Shap Drawings returnad, Contractor shall submit more than the number of copies listed above. 2. Product Data 1) Distributed to the City 2) Copies a) 4 copies 3. Samples 1) Distributed to the Projeci R�presentative 2) Copies a) Submit the riumber stated in the respectiva Specification Sections. 3. Distribute reproductians of appraved shop dravvings and copies of appro�ed product data and samples, where required, io the job site file and elsevvhere as directed by the City. 1. Pravide number of copies as directed by the City bu# not exceeding the number previously specif ed. L. Su6mittal Review I. The review of shop drawings, data and samples will be far general confarmauc� with the design concept and Coi�tract Docunnents. This is not to be cons#rued as: 1. Permitting any departure from the Contract requirements 2. Relieving the Contractor of responsibility far any errors, including details, dimensions, ar�d materials C1TY qF FORT WQR7'H Eagle Moulatain WTP Clearrvell No. 3 Rehah CONSTRUC7'lON SPECIFICATIOdV �OCIIMENTS City Project No. 1030�18 July 2021 Ol 33 Od 5UDMITTALS Page6nf10 3. Approving departures from details furnished by the City, except as otherwise provided herein 2. The revi�r�v and appraval of shop drawings, sample5 or product data by the City does nat relieve the Contractor from his/her respnnsibility with regard to the fuliillment of the terms of the Contract. ]. All risks of errar and omission are assumed by the Contractor, and the City will have no responsibility, therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Wark in a safe manner. 4, If the shop drawings, data or samples as submitted describe variatians and show a departure frotn the Contract requiremeirts which City Finds to be in the interest of the City and to be so minor as not to involve a change in Cantract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5, Submittals will be returned to the Contractar under 1 of the following cades; I. Cade 1 1} "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments an th� submittal. a) When returned under this code the Cantractor may release the equipment andlor matarial %r manufacture. 2. Code 2 1) "EXCEPTIONS NOTED". This code is assigned when a con�rmation of tl�e notations and comments IS NOT required by tha Contr•actor. a) Tl�e Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorpnrated into the final product. 3. Code 3 1) "EXCEFTIONS NOTED/RESUBNLIT". This cozn.bination of codes is assigned when notations and comments are extensive eiiough to require a resubmittal of the package. a) The Contractor may release th� equipment or material for manufacture; however, all notations and coznments musf ba incorporated into #he final product. b) This resubrnittal is ta address a11 comtnents, omissions and non-eonforming items that were noted. c} Resubmittal is to 6e received by th� City within 15 Calendar Days of the date af the City's trausmittal requiririg tlSe resubtnittal. 4, Code 4 I) "NOT APPROVED" is assigned when the suhmitt�l does not meet the intet�t oithe Contract Documents. a) The Contractar znust resub�n.it the entire package re�ised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals l, Handlsd in the same manner as �rst submittals 1) Corrections qther than requested by the City 2} Mark�d with revision triangle or other similar me�hod CITY qF FORT WORTH Eagle Mouetitain WTP Clearwell No. 3 Rehab COtdSTRUCTION SP�CIFICATIdN bOCUMENTS City Project Na. ]03048 July 2021 O1 33 00 SUBMITTALS Fage 7 of 1 D a) At Contractor's risk if not marked 2. �vbmittals for each item wilj b� reviewed no mare than twice at the City's expensa. 1) All subsequent reviews will be performed at times convenient ta the City and at the Contractar's e�pensa, based on the City's or CiCy Representative's then prevailing rates. 2) Provide Contractar reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. 3. Tlsa need for more than 1 resubmission or any other cielay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 1. Partial Submittals 1. City reserves the right to not review submittals deemed partiai, at the City's discretion. 2. Submittals desmed by the City ta he not complete will be returned to the Contractar, and will be consid�red "Not Approved" unti� resubmitted. 3. The City inay at its option provide a list or mark the submittal ciirecting the Contractor to the areas that are incomplete. 8. if the Contractor considers any correction inciicatad on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the City at least 7 Ca�endar Days prior to release for manufacture. 9. When the shop dravvings have been comp3eted to the satisfaction nf th� Cify, the Contractor may carry out the construction in accordance therewith aud no further changes therein except upon written instr�zctions from the City. 10. �ach submittai, appropriately coded, will be returned within 30 Calendar Days following receipt af submittal by the City. M. Mock ups 1. Mock Up units as specified in individ�a� Sections, include, but are not neces:�arily limited to, complete units of the standard of acceptance for that type of Wark to be used on the Project. Remnve at the completion ofthe Work or when directed. N. Qualifications 1. Ii'sp�cifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. O. Reauest for Information (RFI} 1. Immediately an discovery of the need for adclitianal in%rmation, clarification,_or inier ratation of the Contract Documents Contractor shall re are and submit an RFI in the form specified. 1. Engineer will return without response those RFIs submitted to E_ngineer h other entities cantrolled b Contractor. 2. Coordinate and submit RFIs in a proinpt manner to avoid delaYs in Contractor's wQrk or work of subcontractars. 2. Content of RFI: I�aclude a detaiied, legible description of item needing inforination or interpretation and the following_ l. ProjectNarne. Z. Owner Name. 3. Owner's Pr�ject number. CITY OF FORT WORTH Lagie Mountain WTP Clearwell No. 3 Rehab CONSTR[1CTIDN SPECIFICATION DOCUM�NTS City Project No. 103048 July 2021 013300 SUBMITTALS Page 8 of l0 4. Natne of En t��neer. 5. En ineer's Pro'ect number. b, Date. 7. Name of Contractor. 8. RFI number, numbered seguentially, 9. RFI subject. 10. Specificafion Section number and title and related para�raphs, as a�propriate, 11. Drawing number and detail refer�nces, as appropriate. 12. Field dimensions and conditions, as appropriate. 13. Cnntractor's su ested resolution. If Contraetar's su ested resalu�ian irn aets the Contract Time or the Contract Surn, Contractor shaIl state impact ui the RFI. . , ,. .. 14. Cantractor's signature. 15. Attachments: Inelude sketches, descriptians, measur�ments, photns, Product Data Sho Drawiu s coordination drawin s and other infarmation i�ecessar to fully describe items needing ie�tez•pretation. I) Include dimensians thicknesses structural rid references at�d details of affected inaterials, assemblies, and attachments on attachcd sketches. Contractor Request for additional infarmatian 1. Clari�cation or interpretation of the contract documents 2. Wlien the Contractor believes there is a conflic# batvveen Confract Documents 3, When th� Contractor belie�es there is a eonflict between the Drawings and Specifications I) Identify the conflict and request clarification 4. Use the Request for Iziformatian (RFI} farm provided by the City. 5. Numbering of RFI l. Prefix with "RFI" follawed by series number, "-xxx", bsguining with "pJ" and incre�sing seyuentially with each additional transmittal. 6. The City will log each request and will review t1�e request. 7. En�ineer's Action: Engineer will te�iew eacli RFI, determine actioi� required, and res ond. Allow 7 da s for En ineer's res onse for each RFI. RFIs reoeived b En�ineer after 1:00 p.m. will be considered as recei�ed the followin� warking da� l. 'T'he followin Cozitraetor- enerated RFIs vvill be returiied without aetion: 1) Requests for approval of subinit�als 2) Requests for a�prova( of substitutiai�s 3) Requests for a�proval of Contractor's means and inethods. 4) Re�taests for caordination information alreadv indicated in the Coertract Dacuments. 5} Request for adjustments in fihe Contract Time or the Contract Sum. 6) Re uests for inter retation of Exi ineer's actions an submittals. 7} Inc4mt�lete RFIs or inaceurately�repared RFIs. 2. �ngineer's action ma,y include a request far additional information, �n which case Engiiieer's �iine for response will be from time of receipt by En�ineer oF additional informatian. 3. En ineer's action on RFI that ma result ii� a chan e to the Contract Time or die Gontract Sum ina, b�e eli�ible for Contractor to submit Change Proposal according to Section p 1 26 00 "Gontract Modification Procedure". 1} If Contractor believes the RFI response warrants chan�e in the Contraet Tim� or the Contract Sum, nat�fv Engineer in writin� withiii 5 days of receipt of the RFI j•esponse, C1TY dP POft�' WpRTH Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRCTCTIQN SPECIFICAT{OlV bC}CLTME[VTS City Prajeat Na 103p48 July 2021 oi33ao SUBMITTALS Page 9 of 10 8. Prepare, maintaiu, and submit a tabuiar lo� of RFIs o�anizeci by RFl number. Submit lo� monthly. Include the follot�+in�: 1. Project name. 2. Name and address of Contract�r. 3. Name and address of Engineer. 4. RFI description. 5. Date the RFI was submitted. 6. Date Engineer's response vwas received. 7. Identification of related Minor Chan e iix the Work Construction Chan e Directive and Pro osal Ae uest as a ro riate. 8. Identification of related FSeSd Order Work Chan e Directive and Pro osal Request, as a�prapriate. 9. Qz� receipt of En�ineer's action, update the RFI Lo� and immediately distribute the RFI res onse to affected arties. Review res onse and noti En isieer within 7 days if Contractor disagrees with response, Dele�ated Desi�n Services I. Performance and Design Criteria: Where professiona.l design services or certifications b a desi rofessional are s ecificall re uired of Contractor b the Contract Documents, provide products and systems complyin�,with specific petformance and design criteria indicated. 1) If criteria indicated are iusufficient to perforrn services or certification re uired submit a written re uest for addition.al infvrmation ta En ineer. 2. Del�gated-Design 5ervices Certification: In addition to Shop Drawin� Product Data, and other required submittals, submit di�itally signed PDF file ca i�s of certificate si ed and sealed b the res onsible desi rofesszonal �or each product anc� system specifically assigned to Cantractor to be_designed or certified by a designLprofessional. 1) Indicate that products arid sxstems com�l,�th �erformance and desi�n criteria in the Contract Docurnents. Include list af codes loads a�id other factors used in performin� these services_ 1.5 SUBNIITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL �UBNIITTALS [NOT USED] 1.7 CLOSEOiTT SUBMITTALS [NOT USED] 1.8 MAINTEN.ANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY A�SURANCE [NOT USED] 1.10 DELNERY, STORAGE, AND FIANDLING [NOT USED] L11 FIELD [SITE] CONDITIONS [NOT USED] i12 WARRANTY [NOT i7SED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECIITION [NOT USED] CITY OF FORT WORTH �agle Mom�tain WTP Clearwel[ No. 3 Rehab CQi�fSTRUCTION SPECIFICATION DOCUMENTS Ciry P.rojeeti�lo. 103p48 luly 2021 O1 33 00 SUIIMITTALS Page 10 of lU END OF SECTION Revisian I.og DA'I'� NAM� SUMMARY OF CHANGE 1212Q12012 D. Jnhnson 1.4.K.8. Working Days modified to Calendar T>ays CITY OF F�RT WORTI-i Eagle Mountain WTP C[earwell No. 3 ltehab CONSTRUCfION SPECIF[CATION DOCUIvIENTS City Proje�ctNo. 103048 ]uly 2021 Ol 40 OD QUALITY REQUIREMENTS Page 1 of 1D SECTION O1 40 00 - QUALITY REQUIREMENTS PART 1 - GENERAL l.l A. 1.2 A. RELATED DOCLJMENTS Drawings and general provisions of the Contract, including Ganeral and Supplementary Canditions and other Division 0] Specification Sections, apply to this Section. SUIVIMARY Section incl�des administrative attd procedural raquiremants for quality assurance and quality control. B. Testing and inspection services are required ta verify complianee with requirements �pecified or indicated. These services do not relieve Contrac�or of responsiUility for compliance with the Cantract Document r�quirements. 1. Speci�c guality-assurance and quality-cantrol requirements for individual work results are specified in the'v respective Specification Sections. Requirements in individual Sections may also cover productian of standard praducts. 2. Specified tests, inspections, and related actions do not limit Contractor's oiher quality- assurance and quaiity-control procedures that facilitate compliance with the Contract Dacument requirernents. 3. Reyuirements for Gontractor to provide quality-assurance and quality-control ser�ices required hy Engineer, Owner ar authorities ha�ing jurisdiction are not limited 6y provisions af this Section. C. Related Requirem�nts: Section O 1 45 23 "Testing and Inspection Services" far testing and inspection procedures and caordination. 2. Section 03 O1 00.61 1.3 DEFINITIONS "Concre�e Repairs" %r testing requirements. A. Experienced: When used with an eratity or individual, "experienced,." unless otherwise furthet described, means having suecessfully compl�ted a minimuin of five previous projects similar i�a nature, size, and exYent to this Project; heing familiar with special requirements indieated; ar�d having complied wit�i requirements of autlsorities ha�ing jurisdiction. B. Field Quality-Control Tests and Inspections: Tests and inspections that are performed on-site for installation of the Wark and for completed Work. C. Instal�er/Appl'rcatar/Erector: Contractor or auothar entity engaged by Contractor as an employee, suhcontractor, or sub-subcantractor, to perform a particular construction op�ration, including installation, erection, application, assembly, and sirnilar nperations. CbM Smith Eaglc 1kIountain WTP Clearwell I3a. 3 Rehah CON3TRUCTIOI� SPECIT'iCATIOt�! DOCUMEiVTS City Project No. 103048 .iuly 2D21 O1 40 00 QUALITY REQUIREMENTS Pagc 2 of 10 Use flf trade-specific tenninology in referr�ng to a Work resu�t does not require t13at certain consttuction activities specifed app(y exclusively to speeific trade(s). A. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance ar compIiance with specifi�d criteria. Unless otherwise indicated, copies oi reports of tests or inspections performed for other than the Project do not meet this defuution. B. Product Tests: Tests and inspections that are performed 6y a nationally recognized testing Iaboratory (NRTL) according to 29 CFR 1910.7, by a testing agency accredited accarding to NIST's Nationa] Valuntary Laboratory Accreditatian Program (NVLAP), or by a testing agency qualified to conduct product testing and acceptable ta authorities having jurisdiction, to establish product perfarma�ice and compliance with specified requirements. C, � Source Quality-Cflntrol Tests and Tnspections: Tests and inspections that arc perforzrned at the source (e.g., plant, mill, facYary, or sI1op). Tesiiiig Ag��icy. An et►tity engaged to �,erfo�,,, s�eci�c tesYs, Jc►S��i.luu�, U[' t7oiil. T�io iGiiu "testing laboratory" s��all have the same meaning as the terrn "testing agency." E. Quality-Assurance 5ervices; Activities, actions, and procedures performed hefore and during execution of the Work, to guard against defects and defciEncies and substantiate that proposed construction will comply with requirements. F. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work, to evaluate that ac#ual produc#s incorporated into the Work and completed construction compiy with requirements. Contractor`s quality-control sezvices do not include contract administration activities performed by �ngineer. 1.4 DELEGATED-DE5IGN SERVICES A. Perfoi�nance and Design Criteria: Where professional d�sign services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products at�d systems complying with speci�c perfnttnance and design criteria indicated. 1. If criteria indicated are not suf�cient to perform ser�ices or certification required, submit a written reyuest for additianal infoz•ination ta Engineer. B. Delegated-Design Se�-vices Statement: Submit a statement signed and sealed by the respor►sible design professional, for eacli product and system specifically assigned to Contractor to be de�igned or certified by a design pro%ssional, indicating �hat the products and systems are in compliance with perfoimance �id design criteria indicated. Includ� list nf codes, Ioads, and other factors us�d in performing these ser�ices. 1.5 CONFLICTING REQUIREMENTS A. Conflicting Standards and Other Requirements: If compliance with two or rnore standards ar requirements is specified and the standards or requiremeirts establish different or canflicting requiremen#s for minimum quaiititie� or quality le�vels, inform th� Engineer regardi��g the CbM Smith Eagle Mountain WTP Cleatwell No, 3 Reha6 CQNSTRUCTION SPECIrICATTON DOCUIVIFNTS City Project I+lo. ] 03U48 July 2�21 0140 GO QUALITY REQUIREMENT5 Page 3 of 1 D conflict and obtain clari�cation prior to proceeding with the Wark, Refer conflicting requirements that are different, but apparently equal, to Engineer for cl�rificatioiY before proceeding. B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be ti�e minimum provided or performed. The actual installation may comply exactly wit�t the rninimum quantity ar quaI�ty specified, or it may exceeci tl�e minimum tivithin reasonable limits. To comply �vith these requirements, indicated numeric values are minimum or m�imum, as appropriate, for the context of requirements. Refer uncertainties to Engineer �or a decisian before praceeding. l.6 A. I:� TNFORMATIONAL SUBMITTALS Contractor's Quality-ControI Plan: For quality-assurance and quality-control activities and respansibilities. Quali#icatior� Data: For Contractor's quality-conttal personne� and DeSegated-Designer. C. Contractar's Staternen# of Responsibility: When reyuired by authorities having jurisdictinn, submit copy of written statem.ent af responsibility submitted to authorities having �urisdiction before starting work on the follawi�ag systems: Seismic-force-resisting system, designated seismic system, or component listed in the Statement of Special Inspections. Primary wind-force-resisting system or a wind-resisting component listed in the Statement of Special Iiispections. D. Testing Ageney Qualifcations: For testing agencies speci�ed in "Quality Assurance" Article to demonstrate their capabilities and experience. I�iclude proof of qualifications in the form of a recent report on the inspection of the testing agency hy a recognizeci authority. E. F. Schedule o�'Tests and Inspections: Prepare in tabular form and include the following: 1. Specification Section nu�nber and title. 2. Entity responsible for performing tests and inspections. 3. Description of test and inspectian. 4. Idantifrcation of applicabie standards. S. Identification of test and inspection methods. 6. Number of tests and inspecrions required. 7. Tim� schedule or time span for tests and inspections. 8. Requirements for obtaining samples. 9. Unique characteristics of each quality-contral service, Reports: Prepare and submit certified written reports and documents as speci�ed. G. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certificatians, inspection reports, releases, jurisdictional settlements, ��otices, a•eceipts for fee payments, judgments, correspondence, records, and similar documents establislied for catnplianee with standards aud re.gulatioii� bearing oii performauce of the Work. CDlvi Smith �agle Mountain WTP Clearwel] No. 3 ReAab CONSTRUCTIOt�I SPECIFICATIQN DOCUMENTS City Project No. 103Q48 July 2421 01 AQ 40 QllALITY REQU[REMENTS Pagc 4 of 10 1.7 CONTRA.CTOR'S QUALITY-CONTROL PLAN A. Quality-Control Plan, General: Submit qualiiy-contral plan within 10 days af Notice to Proce�d, and not less than �� days prior to preconstruction conference. Submit in format acceptable to Engineer. Identify persannel, procedures, controls, instructions, tests, records, and %rms to be used to carry out Contraetor's quality-assurance and quality-control responsibilifies and �o coordinate Ownar's quality-assurance aiid quality-control activities. Coardinate with C.ontractor's C.anstruction Schedule. B. Quality-Control Personnel Qualifications: Engage qualified personnel trained and experienced rn rnanaging and executing quality�assurance and quality-control procedures similar in nah�re and e�ent to those required for Praject. l. Projact quality-cantrol manager may alsa ser�e as Project superinfendent. C. Submittal Procedure: Describe pracedures far ensuring conipliance with requirements through review and �nanagement of subrnittal process. Indicate qualifcatians of per�annel responsihle far submittal review. D. Testing and Inspection: In quality-control plan, include a comprehensive schedule af Work requiring testing or inspection, including the following: l. Contractor-performed tests aa�d inspections, includiiYg subcantractor-perfarmed tests and inspections. Include required tests and inspections and Contractor-elected tests and inspections. Distjnguish source quality-control tests and inspectians from field quality- control tests and inspections. 2. Special inspections required by authorities har�ing jurisdictian and indicated on the Statement of Special Inspections. 3. Owner-performed tests and inspections indicated in the Contract Documents, including tests and inspections indicated to be performed by City. E, Continuous Inspection of Workmanship: Describ� process for continuous inspection during construction ta identify and correct deficiencies in workmar�sl�ip in addition to testittg and inspection specified. Indicate types of corrective actions to 6e required to bring the Work i.nto compliance with standards of workmanship established by Contract requirements. F. Monitoring and Documentation: Maintain testing and inspection reports including log of approved and rejected resulfs. Include Work �ngineer has indicated as nonconforming or defecti�e. Indicate corrective actions taken fo bri�Sg nonconformiiZg Work inta compliance with requireme�its. Coznply with req�irernents of authorities having jurisdictiou. I .8 REPORTS AND DQCUMENTS A. Test and Inspection Reports: Prepare and submit carti�ed written reports specified in o�l�er Sections. Include the follawing: 1. Date of issue. 2. Project title and Ssumb�r. 3. Narne, address, telephone number, and email addr�ss oftesting agency. 4. Dates and locations of samples and tests or inspec.tions. CI]M Smith Eagle Mountain WTP Clearwel] Na. 3 Reha6 CONS'I'RUCT[DIV SFECIFjCATION DOCUMENTS Cify Project T�io. ] 03048 July 2021 0! 40 DU QiJALITY Lt�QUIREMENTS Page 5 of 10 : 5. Names of individuals rnaking t�sts and inspections. 6. Description of the Work and test and inspection method. 7. ]dentification of product and Specification Section. 8. Comp�ete test or inspeetion data. 9. Test and inspection results and an interpretation of test results. 10. Record of temperature and vveather conditiotts at time of sample-taking and tesking and inspection. 11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signatur� of laboratory inspector. 13. Aecommendations an retesting and reiilspecting. Manufacturer's Technical Representat�ve's Field Reports: Prepare written information documenting manufacturer's technical representative'� tests ar�d inspections specified sn other Sections. Include the fallowix�g: 2. 3. 4. 5. 6. 7. Name, address, telephone number, aiid emaii address of technical representative making report. Statement on condition of substrates and flieir acceptability far installation of product. Statement that products at Project site camply with requirements. Summary of installation procedures being followed, whether they comply witli requirements and, if not, what correciive action was taken. Results of operational and other tests and a s#atement of wl�ether abserved performance co�pjies witli requirements. Statement of whether canditions, products, and installation will affect warranty. Other r�quired items indicat�d in individual Specif'ication Sections. C. Factary-Authorized S�rviee Representative's Reports: Prepare written information documenting manufacturer's factory-authorized service representative's tests and inspections specified in other Secxions. Tnclude the follawing: l.9 �. Name, address, telephone number, and email address of factory-authorized service representaCive making report. 2. Statemenf that equipment complies with reqUirements. 3. Resuits of operational and other tests and a statement of whether observed pc;rformance complies with requirements. 4. Statement of whether conditions, products, and installation will affect vvarranty. 5. Other required items indicated in indsvidual Specification S�ctions. QUALITY ASSURANCE A. Qualifications paragraphs in tliis article establish the minimum qualification levels reyuired; individual Specifcation Sections specify additional r�quirements. B. Manufacturer Qualiiications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-s�rvice perforxnance, as well as sufFicient production capacity to produce required units. As applicable, procure products fram manufacturers able to meet qualification requirements, warranty reyuireinents, and technical or factory-authorized service representative requiremei�ts. CDM Smith �ag�e Mountain WTP Clearwell No. 3 Rehab CONSTRUCT20N 5PECIFICATION bOCUMENTS Ciry Project No. 103048 July 2021 D 1 4D 00 QUAL,ITY REQUIREM�NTS Page 6 of 1 a �. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successiul tn-service performance, as u�ell as sufficient production capacity to produce required units. D. Izsstaller Qualificatiot�s: A firm or individual experienced in installing, arecting, applying, or assemhling work similar in material, design, and extent to that indicated for this Project, whose work has xesulted an construction with a record of successful in-service performance. E. Professional Engineer Qualifications: A professional engineer who is 3egally quaiified to practice in jurisdictian �r+here Proj�et is located and wlio is eXperienced in providing engineering ser�ices of the kind indicated. Engineering services are defined as those performed for installations of tha sys�etn, assembly, or product that is similar in material, design, and extent to those iadieated for this Project. F. 5peciatists: Certain Speci�cation Sec�ions require that specific construction activities shall be performed by enfiities who �re recognized experts i�i those operations. Speciaaists shall satisfy qua�ification requirements indicated and shall be engaged in the activities indicated. 1. Requirements nf authorities liaving juj•isdictian shal3 supersede requirements far specialists. G. Testing and Inspecting Agency Qualificatians: An NRTL, an NVLAF, or an indepez�dent agency with the experience and capability to conduct testing and inspection indieated, as documented in accordance witlt ASTM E329, and with additional qualifications speci�ed in individual Sections; and, vwhere reyuired by autl�arities having jurisdictian, that is acceptable to authorities. H, Manufacturer's Teehnical Representative Qualifications: An authorized repre.sentati�ve of manufacturer who is trained and appra�ed by manufacturer to observe and inspect, demonstrate, repair and perform service an installations oi rnaraufacturer's products that are similat in material, design, and extent to those indicated for this Project. Factor�-Autharized Service Representative Qualifications: An auihorized representative of manufacturer wl�o is trained and approved by znanufaeturer �o inspect installation of rnanufacturer's products that are similar in materia�, design, and extent to thase indicated for this Project. J. Preconstruction Testing Where testing agency is indicated ta perform preconstruction testing for compliance with specified requirements for p�rfortnance and tesi methods. Contrac�or respansibilities include the fallowing: 1 2 3. Provide test specimens representative of proposed products and construction. Submit specimens in a timely �nanner with sufficient time for testing and analyzing. results ta prevent delaying the Wark, Testing Agency Responsibilities: Submit a certified wriiten report of each test, inspection, a��d similar quality-asst�rance service to Engineer and City, with cogy to Cnntractor. Interpret tests a.nd inspectioiis and state i�z each report whether tested and inspected Work complies with or deviates irom the Contract Documents. CDM Smith Eagle Mauntain WTP Clearwell No. 3 Rel7ab CONSTRUCTI�N SPECIPICATION DOCUMENTS City Project No. 10304$ rUiy zozi U1 40 OD QUALITY REQUiREMENTS !'age 7 ni 1p l.la /:� QUALITY CONTRQL Owner Responsibilities: Where guality-control services are indicated as �wner's respansibility, Ownee will engage a qualified testing agency to perform these services. 1, 2. 3. Owner will furnish Contractar with names, addresses, and telephone numbers of tasting agenciEs engaged and a description of types of testing and inspection they are engaged to perfarm. Payment for these services wijl be made by the Owner. Costs for retesting and reinspecting construction that replaces or is necessitated by Work tha� failed to comply with the Contract Documents will be charged ta Contractor. B. Contractar Responsibilities: Tests and inspectio�s not explicitly assigned to Owner are Contractor's responsibiliiy. Perform additional quali�ly-controi activities, whether specified or iiot, to verify and document that the Work complies with eequirements. ]. Unless otherwise indzcateci, provide quality-control services specified and those required by au�liorities having jurisdiction. Perfarm yuality-con#sol services required of Contractor 6y authorities having jurisdiction, whether specified or not. 2. Engage a qualified t�sting agency to perform quality-cantrol services. a, Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner. 3. Notii'y testing a�encies at least 24 haurs in advance of time wheu Work that requires testing or inspection �vill be perfanned. 4. Where quality-coutrol services are indicated as Contractor's responsibility, submit a eertiiied written report, in duplicate, of each quality-control service. 5. Testing and inspection requested by Contractor and not requ�red by the Contract Documents are Contractor's respnnsibility. 6. Submit additional copies of each written report directly to authorities having jurisdiction, whan they sa direct. C. Retesting/Raiuspecting: Regardless of whether original tests or inspections were Con�ractor's responsibility, provide quality-eontrol services, inclttding retesting and reinspecting, for construction thai replaced Work that failed ta comply with the Contraet D�cuments. D. Testing Ageaicy Responsibilities: Cooperate with Engineer and Cantractor in performance of duties. T'rovide qualified p�rsonnel to perform required tests and inspections. 1. Notify Engineer anc� Contractor promptly of irregularities or deficiencies observed in the Wark during performance of its services. 2. Determitie tl�e locations from which iest samples vvill be taken and in which in-situ tes#s are conducted. 3. Conduct and interpret tests and ins�ections and s�ate in each report tivhether tested anc� inspec#ed Work complies with or deviates frorn requirEments. 4. Submit a certified written report, in duplicate, of each test, inspection, and sirnilar qualiLy-control service througli Contractor, 5. Do not release, revoke, alter, or increas� the �ontract Document requirements or �ppro�e or accept any portion of the Wor�C. 6. Do not perform duties of Contractor. C�M Smith Eagle ]vlountain WTP C[earwell No. 3 Rehab COI�STRUCTION SPECIFICATIQN DOCUMEN7'S City Praject No. 103Q48 7uly 2021 O1 40 DD QUALITY REQU[REMCNTS Page8ofl0 E. Manr�facturer's Field Services: Where iu�Iicated, engage a factory-authorized ser�ice repre�entative to inspect �eld-assembled components and equipment installatio:n, including service connections, Report results in rvriting as specified in 5ection O1 33 Oa "Submittal Procedures." F. Manufactur�r`s Tecl�nical Services: Where indicated, engage a manufacturer's t�chnical representatj�e to ohserve and inspect th� Work. Manuiacturer's technical representative's services include participation in preinstallatian c�an�erences, examinatiail of substrates and conditions, verification of materials, observation of Installer activities, inspection of conapleted portion� of the Work, and submittal o.f written reparis. G. Contractor's Associated Requirernents and Services: Cooperate with agencies and representatives performing tequired tests, inspections, and simi�ar quality-control services, and provide reasonable auxiliaey services as reyuested. Notify agency sufficientty in advance of operations ta permit assignment of persannel, Provida the following: 1. Aecess to t�e Wark. 2. Incidental la�o, a��c� facililies neces�ary to fa�Illini� lv��a akld llla��GLIOI'15. 3. Adequate quantities af representative sarnplas a� matarials that require testing and inspection. Assist agency in obtaining samples. A. Facilifies far starage and field curing oftest samples. 5. Delivery af samples to testing agencies. 6. Preliminary design mix proposed ior use for material mixes that require control by testing agency. 7. Security and protectinn for samples and for �esfing and inspection equipment at Project site. H. Coordination: Caardinate sequence of activities ta accommodate required quality-assurance and quality-cantrol services with a ininimuxn oi cielay and to avoid uecessity of retnoving and replacing coa�struction ta accammodate testing and inspection. l. Schedule times %r tests, inspections, obtaining samples, and similar activities. Schedule of Tests arid Inspections: Prepare a schedu�e of tests, inspecfions, aiid similar quality- cantrol services required by the Contract Documents as a componeiit of Contractar's quality- cantral plan. Coordinate and submit concurrently with Cot�tractor's Canstruetion Schedule. Update and sUbmit with each Application for Payments. 1, Schec�ule Contents: Iiiclude tests, inspections, and quality-cantral services, i�scluding CojStractor- and Owner-retained services, commissioning ae#ivities, and other Project- reyuired services paid far by other entities. 2. Distribution: Distribute schedule �o Owner, Engineer, testing agencies, aud eacli party invol�ed in performance af portions of the Work where tests and inspections are required. ] .11 SPECIAL TESTS AND INSPECTIONS A. Special Tests and Inspections: Owner will engage a quali�ed speciat inspector to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner, aa�d as follows: CDIVi 5mith EagEe Nlountain W'fP Clearwell No. 3 Reha6 CONSTRUCTION 5PEC1F{CATION DOCUMfiNTS City Project No. 10304$ July 2021 z. 3. 4. 5. 6. TEST AND iNSPECTI�N LOG PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 � I: 3 .2 A. I�i C Test and Inspection Log: Prepare a record af tests and inspectious. Inc�ude the folior�+ing: 1. Date test or inspection was conducted. 2. Description of the Work tested or inspected. 3. Date test or inspectian results were transmitted to Engineer. 4. Identification of testing agency or special inspecior condueting test or inspection. Maintain log at Project site. Post changes and re�isions as #hey ae�ur. Provide access t4 test and ins�aectian log for Engineer's reference during normal working hours. 1. Submit log at Projeet closeout as part of 1'ro�ect Record Docutnents. REPAIR AND PROTECTION General: On cvmpletion af testing, inspection, sample taking, and similar services, repair damaged construction and restore substrates and finishes. a i 4a ou QUAI.ITY REQUIREMETITS Page 9 of 10 Verifying that manufactueer maintains detailed fabrication and quality-cantrol procedures, and reviewing the comp�eteness and adequacy of those procedures to perform fhe Work. Notifying Engineer and Contractor promptly of irregularities and de�ciencies obsarved in the Work during perFormance of its services. 5ubmitting a certified written report of each test, inspection, and similar quality-contral ser�vic.e to Engineer with copy to Contractor and to authorities har+ing jurisdiction. Submitting a fina3 report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies. Int�rpreting tesfs and inspections, and stating in each report whether tested and inspected Work complies with or deviates from the Contract Documents. Retesting and reinspecting carrected Work. Provide materials acid comply with installation requirements specified in other Specification �ections or rnatehing e�sting substrates and finishes, Restore patched areas and extend resioratian into adjoining areas with durable seams that are as invisible as possible. Comply with die Contract Docutnent requirements far cutting and patcl�ing in Section O1 73 00 "Execution." Protect cons#ruction exposed hy ar far quality-control service acti��ties. Repair and protection are Contractor's responsibility, regardless of the assignm�ni of responsibility for quality-control services. C�M Smith �agle Mountai�� W7'P Clearwefl No. 3 Itehab CONSTRC1CT103�151'�CIrICATION DDCUMENTS Ciry Project No. 103048 7uly 202i oi aa an Ql1ALITY REQUIREMENTS Page 10 of 10 Er�n oF �ECT�oN o 14o a� CDM 5mit1� Eagle Mountain WTF' Clearwell No. 3 Reha6 CONSTRUCTTON SPECIPICATION DOCUMENTS City Project t�1o. ] 03048 J�ly 2021 a�i az o0 KEF�iZENC�B Page 1 of 8 SECTION O1 42 00 - RE�`�RENCES PARTl-GENERAL l.J A. 3.2 A. B. C. RELATED DOGUMENTS Drawings and general �rovisions of tha C.ontract, including General and Supplementary Conditians and ather Division D I 5pecification Sections, apply to this Section. DEFIlr]ITIONS GeneraL• Basic Contract definitions are included in the Canditians of the Contract. "Approved": When used to convey Engineer's action on Contractor's submittals, applications, and requests, "approved" is limited to E�igineex's duties and responsibilities as stated in the Conditions ofthe Contract. "llirecteci": A command ar instruction by Engineer. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed.'" D. "Indicated": Requirements expressed by graphic re}�resentations or in written farm on Drawings, in Specifications, and in other Contract Documents. Other terms including "showii," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawfvl orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construcfion industry that cantrol perfonnance of the Work. F G. H, "Furnish": Supply and deliver ta Project site, ready for unloading, unpacking, assembly, installation, and sirnilar operations. "Install": UnIaad, temporarily store, unpack, assemble, erect, plaea, anchor, apply, wark to dimension, fnisl�, cure, protect, clean, and similar operations at Praject site. "Provide": Furnish and install, complete and ready %r the infended use. I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with tha description of the land on which Project is ta be buili. 13 1NDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent cequirements, appIicable ennstructiou industry standards have the same force and effect as if bound or copied directly into the Co»#ract Documents to the extent re%renced. Such standards a�re made a part a�the Contract Documents by reference. CDM Smith Eagle Mountain WTP Clearwell No. 3 Reha6 CONSTRUCT'ION SPEC:11-�tc:ATION DOCUIvIENTS City Praject I�o. 103U48 July 2021 O1 42 00 RECERENCES Page 2 of 8 : � 1.4 Publicatinn Dates: Comply with standards in effect as af date of the Contract Dacum�nts unless otherwise indicated. Copies of Standards: Each entity engaged in construction on Pra�ect should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not boUnd with the Contract Documents, Where capies of standards are needed to perforrn a required construction activity, obtain copies directly from publication source. ABBREVIATIONS AND ACRONYII�IS A. Industry Organizations: Where abbreviations and acronyrns are used in Specifications ar other Contract Documents, they shall mean the recagnized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Assoeiations of the United States." B. Industry Organizations: Where abbreviations and acronyins are used iii Specificatians or ather Contract Dacuments, they shall meaii the recognized zsame of the entities in tl�e following list. The information in this iist is subjeet to change and is be.Iieved to be accurate as of the date of the Contract Documents. l. AABC - Associated Air Balance Council; www.aabacom. 2. AAMA - American Architeetural Manufacturers Assaciation; wr�v�.aamanet.or�. 3. AAPFCO - Association of American Plant Food Contral Of�cials; www.aapfca.org. �#. AASHTO - American Association of State Highway and Transportation Officials; 7. $. 9. 10. 11, 12. 13. 14, 15. 16. 17. l8. 19, za. ��. 22. 23. 2�4. zs. 26. 27. www.transportatio�i.or�.. AATCC - Atnerican Assaciaiion of Textile Chemtsts and Colorists; www.aatcc,or�, ABMA - American Bearing Manufacturers Associatian; www.americanbearings•org. ABMA - Am�rican Boiler Manufacturers Association; www.ab��-�a.cam. ACI - Ameriean Conerete Institute; (Farmerly: ACI International}; www.concrete.or� ACPA - American Concrete Pipe Association; vvww.conc��eie- i e.or . AEIC - Association of Edison Illuminating Cornpanies, Inc. (The); ww�v.aeic.ar�. AF&PA - American Forest & Paper Association; www.afand a,or . AGA -- American Gas Associatinn; www.a�a•arg. AHAM - Associat�on of Home Appliance Manufacturers; www.aham.nr�?. AHRI - Air-Conditioning, Heating, and Refrigeration Institute (The); www.ahrinet.or�. AI - Asphalt Institute; www.aspha[ti»stitute.org. AIA - Amerieay� Instifute afArchitects (The); ww�v.aia.oe�:. AISC - Am.ericau Institute af Steel Coi�siructton; www.aisc.oi•�. AISI - American Iron and Steel Institute; www.s�eel.or�. AITC - American Institute of Timber Construction; www.aitc-�[ulam.or�. AMCA - Air Movement and Coi�trol Associatia�� International, [na; www.amca.or�. ANSI - American National Standards Instiiute; www.ansi.ae�. AOSA - Association of Of�cial Seed Analysts, Inc.; www.�osaseed.com. APA - APA - The Engineered Woad Association; www.a awood.or , APA - ArchitecturaI Precasf Association; www.archprecasf.org. API - Americaii Petroleum Institute; ww�w.aG�i.ar�. ARI - Air-Conditioning & Refrigeratian Institufie; (See AHRI). ARI - American Refrigeratian Institut�; (See AHRI). CDM Smith Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTION SPCCIFICATIOi�3 DQCUMENTS City Project No. 103048 July 2p21 Ol42OD REFEREMCES Page 3 of S 28. ARMA - Asphalt Roofing Manufacturers Association; www.as haltr�ofin .or . 29. ASCE - American Society. of Civil Engineers; rvww.asce.or�. 30. ASCE/SEI - American Society of Civil EngineerslStructural Engineering Institute; (See ASCE). 31. ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engiz�eers; 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. �6. 4'1. 48. �}9. 50. 51. 52. 53. 54, 55. 56. 57. 58. S9. 6�. 61. 62. 63. 64. 65. G6. 67. 68. 69. 70. 71. www.aslu�ae.ar�. ASME - ASME International; (Americar► 5ociety of Mechanical Engineers); ww�.asme.or�. ASSE - American Soeiety of Safety Engineers (The); www.asse.or�. ASSE - American Society of Sanitary Engineering; wwv�.asseYplumbing.org. ASTM - ASTM International; www.astm.,ar�. ATIS - A1liance for Telecommunicatians Industry Solutions; www.atis.orQ. AWEA - American Wind Energy Association; www.awea.or�. AWI - Architectural Woodwork Instit�te; www.awinet.or�. AWMAC -.Architectural Woodwork Manufaetarers Assaciation of Canada; www.awmac.com. AWPA - American Wood Protection Assoeiation; www.awpa.com. AWS - American Welding Society; vvww.aws.or�. AW'@VA - American Water Works Association; www.awwa.oa•�. BHMA - Builders Hardvsrare Manufacturers Association; w�w.b�tildershaedware.com. BIA - Brick Inciustry Association (The); www.�obrick.com. BICSI - BICSI, Ina; www.bicsi.a�•�. BIFMA - BIFMA International; {Business and Institutional Furnitur� Manufacturer's Assaciation); www.bifina.or�. BISSC - Baking Industry Sanitation Standards Committee; www.bisse.or�. BWF - Badminton World Federaiion; (Formerly: Int�rnational Badminton Fedaration); www.bisse.or�. CDA - Copper Development Association; www.c��per.or�. CE - Confarmite Europeenne; http:llec.europa.eu/�rowti�lsiil�le-market/ce-�na��kin�l CEA - Canadian Electricity Association; www.electric�ty.ca. CEA - Coasumer �leetronics Association; www.ce.or�. CFFA - Chemical Fabrics and Film Association, Inc.; www.chemicalfabricsaudfilm.com. GFSEI - Cold-Formed Steel Engineers Institute; wvww.cfsei.ore. CGA - Compressed Gas Association; www.c�anetcom. CIMA - Cellulose Insulation Manufacturers Association; www.cellulose.ot-�. CISCA - Ceilings & Iuterior Systems Construction Association; www.cisca.or�. CISPI - Cast Iron SQiI Pipe Institute; www.cispi.org. CLFMI - Chain Link Fence Manufacturers [nstitute; �vww.chainlinkinFo.or�. CFA - Composite Panel Associatian; www.pbE��df.cotn. CRI - Carpet and Rug Institute (The); www.ea�et-ru�.or�. CRRC - Cool Roof Ratiilg Council; www.eoolroofs.or�. CRSI � Cancrete R�inforcing Steel Institute; www.crsi.or�. CSA - CSA Group; www.csa�eoup.com. C5A - CSA Inter��ational; www.csa-�ntert�ationai.o�'�. CSI - Construction Specifications Institute (Tl�e); www.csinet.or�. CSSB - Cedar Shake & Shii�gle Bureau; www.cedarbureau.o�-�. CTI - Cooiing Technnlagy Institute; (Fnrmerly: Cooling Tower Inststute); www.cti.or�. CWC - Composite Waod Council, (See CPA). DASMA - Door aud Access Systems Manufact�rers Associatian; www.dasma.com. DHI - Door and Hardware Institute; ��uww.dl�i.ar�. CDM Smith Eag[c Mou��tain WTP Clearwell No. 3 Refiab CONSTRUCTION SPECIFICATIOt�! DOCUMENTS City Project No. 103048 Iuly 2021 01 42 00 REFERENCES Page 4 of B 72. 73. 74. 75. 76. 77. 78. 79, 80. 8l. 82. 83. 84 $5 �� 87 88. 89. 40. 91. 92. 43. 94. 95. 96. 97. 98. 99. 100. 101. 102. 1Q3. 104. IQS. 106. 107. 108 149 110 111 112. I 13. 114. ECA - Electronic Corraponents Associat'ron; (S�e ECIA). EC11MA -�lectronic Components Assemblies & Materials Association; (See ECIA). ECIA - Electranic Componants Industry Association; �ww.eciaonline.or�. ETA - Electronic Ii�dustries Alliance; (See TIA}. EIMA - EIFS Industry Members Association; www,eima.com, EJMA - Expansion loin# Manufacturers Associat'►on, Inc.; www.ejma.o�•�. ESD - ESD Association; (Electrostatic Discharge Assoeiatian); www.esda.or�; . ESTA -�ntertainment S�rvices and Technology Association; (See PLASA). ETL - Intertek {See Intertek); www.inte��Yek.com. EVO - Effieienc}� Valuation Otganization; w�vw.evo-�var[d.ar�. FCI - Fluid Conirois Institute; www.fluidcontrolsinstitute..or�. FIBA - Federation Internationale de Basketball; (The Intert�ational Basketball Fec#sration); www.fiba.00m. FIVB - Federation Internationale de Valleyball; (The International Va1le�ball Federatian); www.fivb.or�;. FM Approvals - FM Appravals LLC; www.fing[obal.cam. FM Global - FM Glabal; (Formerly: FMG - FM Global)y VSFWW.f11l�I0I7�I.CQ113, FRSA - Florida Roofing, 5heet Metal & Air Conditioning Contractors Association, lnc.; www.flor�daroaf.cQm. FSA - Fluid Sealing Assaciation; ww�u.fluidseaEin .� CQIl7. FSC - Forest Stewardship Council U.S.; www.fscus.ar�. GA - Gypsum Assaciation; vdv�✓w.g,.y�sum.org. GANA - Glass Association of North America; ww�v.glasswebsite.co�n. GS - Green Sea[; www.�reeilseal.org. HI - Hydraulie Institute; www. um s.or . Hi/GAMA - Hydranics Institute/Gas Appliance Manufacturers Association; (See AHRI). HMMA - Hollow Metal Manufacturers Association; (See NA�MM). HPVA - Hardwoad Pl�+woad & Veneer Association; wwvs�.h�va.or�. HPW - H. P. Wh'ite Laboratory, Inc., wwvu.hpwhite.com. IAPSC - International Assoeiation of Professionaj Security Consultants; www.iapsc.or�. IA� - Internatianal Accr�ditation Serr�ice; www.iasonlii�e.or�. ICBO - International Conference af Building Officials; (5ee ICC). ICC -lnternationaI Code Cauncil; �+wrw.iccsafe.or�. ICEA - Insulated Cable Engineers Associatian, I��c,; www, icea.net. ICPA - International Cast Polyrner Allia��ce; www. ic}�a-hq.org. ICRI - International Concrete Repair Institute, Inc.; www.icri.or�. IEC - International Electrotechnical Commission; www.iec.ch. IEEE - Institute ofElectrical and Electronics Engine�rs, Ine. (The); w�vw.ieee.oi•�. IE5 - Illuminating Engineering Society; {Formerly: Illuminatu�g Engineering Society of North America); www,ies.or�, IESNA - Illuminating Engi�eering Society ofNorth �merica; (See IES). IEST - Institute of En�ironrnental Sciences and Technology; www. iest.or�, IGMA - Insulating G(ass Manufacturers Alliance; www.i�maoilline.or�,. IGSHPA - Intcrnational Ground Source Heat Pump Association; www.i s�l_i�a.olcstate,edu. ILI - Indiar�a Litnestone Institute of America, lnc., www.iliai.cot�l. Intertek - Inte�tek Group; (Forrnerly: ETL SEMCO; Intertek Testijlg �ervice NA}; www. inte�fiek.coin. ISA - International Society of Automation {The); (Formerly: InstrUmentation, Systems, and Automation 5ociefy}; www.isa.or�. CDM 5mith Lagle Mountain WTP Cleatweli No. 3 Keha6 CONSTRUCTION 5PEG1P'3CA"CIqN bOCUMENTS City ProjeetNo. 103D48 luly 2021 p 142 00 REFERENCES Page 5 of 8 115. 116. 117. Z l8. 119. 120. 12l . 122. 123. 124. I25. 126. 127. 128. 129. 130. 131. ISAS - Ins�rurn,entation, Systems, and Automation Soci�ty {The); (5ee ISA). YS�A - International Surface �`abricators Associatiou; (Forinerly: Internatioual Salid Surfac� Fat�ricatars Association); vuww.isfanow.or�. ISO - International �rganization for Standardization; www.isa.ar�. ISSFA - International Solid Surface Fabricators Association; {See ISFA). ITU - International Telecommunication Union; www.itu.int/hoine. KCMA - Kitchen Cabinet Manufacturers Association; www.kc�na.ar�. LMA - Laminating Materials Association; {See CPA). LPI - Lightning Protection Instiiuie; www.li h>� tc1i��.org. MBMA - Meta1 BuiIding Manufacturers Associa#ion; www.mbma.com. MCA - Metal Construction Association; www.metalconstruction.or�. MFMA - Maple Flooring Manufacturers Association, Inc.; www.mapfefloor.org. MFIVIA - Metal Framing Manufacturers Assaciation, Inc.; www.inetalfi�a�nin i� .org. 1VIHIA - Material Handling Industry of America; wwvv.�nliia.or�. MIA - Marble Institute ofAmerica; www.ma�ble-iirstitute.com. MMPA - Moulding & Millwork Producers Association; www.wtnmpa.com. MPI - Master Painters Institute; www.uaii�tir�fo.cam. MSS - Manufacturers 5tandardizaiion Society of The Valve and Fittings Industry Inc.; www.inss-hc�.org. S 32. NAAMM - National Association of Architectural Me#al Manufacturers; 133 134. 135. 136. 137. 138. www.naam�n.or�, NACE - NACE International; {National Association of Corrosion Engineers International); www.nace.org. NADCA - National Air Duct Cleaners Association; www.iladca.com. NAIMA - Nor�h American Insulation Manufacturers Association; www.nai�na.o�•�. NBGQA - National Building Granite Quarries Association, Inc.; �ww.nb�c a.co�ri. NBI - New Buildings [nstitute; www.newbuildin�s.org. NCAA - National Collegiate Athletic Association (The}; ww�rv.ncaa,or�. 139. NCMA - National Concrete Masonry Association; www.ncma.or�. 14U. NEBB - Natianal Environmental Balancing Burea�, www.nebb.org. 141. NECA - National Electrical Contractors Association; wvWw.necanet.or�. 142. NsLMA - Nartheastern Lumber Ma��ufacturers Assaciation; www.nelma.ar�. 143. NEMA -National Electrical Manufaeturers Association; www.nema.or�. 144. NETA - InterNational Electrical Testing Association; www.itetawoa•ld.or�. 145. NF'HS - National Federation af 5tate High School Associations; wwwa�fhs.o�. I4G. NFPA - National Fire Protection Association; www.nfpa.org. 147. NFPA - NFPA Internatioi�al; (See NFPA). 148. NFRC - National Fenestration Rating Council; www.nfi•c.or�. i49. NHLA - National Hardwaod Lumber Association; www.nhla.cont. 15d. NLGA - National Lumber Grades Autharity; www.nlga.or�. 1 S 1. N�FMA - National Oak FIooring Manufacturers Association, (See N WFA). 15.2. NOMMA - National Ornamental & Miscellanaous Metals Association; www.no�r��a.a�•�. 1 S3. NRCA - National Roofing Contractors Association; www.nrca.net. 154. NRMCA - National Ready Mixed Concrete Assaciation; www.nr�nca.or�. 155, NSF - NSF Internatianal; www.nsf.or�. 156. NSPE - National Society of Professiona] Engineers; www.iispe.o�. 157. NSSGA - National Stone, Sand & Gravel Association; www.nssga.arg. 158. NTMA - National Terrazzo & Mosaic Associatian, Inc. (Tltie); www.ntma.com. 159. NWFA - National Woad Flooring Association; www.ilwfa.or�. 16�. PCI - Precast/Prestr�ssed Concrete Institute; w��w,pei.or�. CDM Smith Eagle Mauntain WTP Ciearweli T�o. 3 Rehab CQt�lSTRUCTTDN SPEC[FICATION DOCUMENTS Ciry Project No. I03048 ,Tuly 2021 a� az oa RCPERENC�S Page 6 of 8 161. 162. 163. 164. 165. 166. 167. IG8. 1b9. 17Q. 171, 172 1'13 174 l75 176. 177. 178. 179. 180. 181. 182. I83. 184. 185. 186. 187. 188. I89. 19Q �91. l 92. 193. 144, 1RS, 196. 197, 198. 199. 200. 201. 202. 203. 204. PDI - Plumbing & Drainage Institute; ww�v.pdionline.org. PLASA - PLASA; {Formerly: ESTA - Entertainment Services and Technology Assaciation); www.p[asa.org. RCSC - Research Covncil on Struciural Connections; www.l�oltcouilcil.ar�. RFCI - Rasilient Floar Cavering Institute; www.rfci.ca�r�. RIS - Redwoad Inspection Service; www.redwoaelins�ection.cam. SAE - SAE International; www.sae.ar�. SCTE - Society of Cable TelecQmmUnications Engineers; www.scte.or�. SDI - Ste�l Deck Institute; www.sdi.ar�. SDI - Steel Daar Institute; www.stee.ldoar.or�, SEFA - Scientific Equipment and Furniture Association (The); www.sefalabs.co�n. SEIIASCE - Structural Engineering InstiiutelAmerican Society of Civil Engineers; (See ASCE}. SIA - Security Industry Association; www.siaanline.o��. SJT - Steej Joist Institute; www.steeljoist.org. SMA - Screen Manufacturers Assaciation; �w�v,+.smai�zfo.or�. SMACNA - Sheet Metal and Air Conditionuag Contractors' Nationa.l Association, www.smacna.ar�. SMPTE - Society of Motion Picture an� Television �nginears; w�w.sn�pte.nrg. SPFA - Spray Palyurethane Foam Alliance; www.spraxfoam.oa•g. SPIB - Southern Pine Inspection Bureau; www.s�ib.arg. SPRI - Single Ply Roofing Industry; www.s�ri.of•g. SRCC - Sal.ar Rating & Certifieation Corporation; www.solar-ratin .org. SSINA - Sgeciaity Steel Industry ofNortl3 America; www.ssina.cam, SSPC - SSPC: The Saciety for Protective Coatings; www.ss�c.oi•g. STI - Steel Tank Institute; www.steeltank.com. SVVI - Steel Window Institute; www,ste�lwii�dows.com. SWPA - Subinersible Wastewater Pump Association; www.swpa.arg. TCA - Ti1t�LTp Concrete Association; www.tilt-up.arg. TCNA - Tile Council of North America, Inc.; www.tileusa.conl. TEMA - Tubular Exchanger Manufacturers Association, Inc.; w�vw.tema.or�. TIA - Telecoinmunicafions Industry Association (The}; (Forinerly: 'TIAIEIA - Telecommunications Industry Association/Electronic Industries Alliance); www.tiaoi� I ii�e.ar�, TIAIEIA - Te�ecommunicati.ons Industry Assaciation/Electronic industries Alliance; (See TIA). TMS - The Masonry Societ}+; www.masottrysoci�h+.or�. TPI - Truss Plate Institute; www.tpinstni•g. TPI - Turfgrass Producers Ititernational; www,tw�fgrasssod.oc•g. TRI - Tile Roofing Institute; www.tileroofin�g. llL - Underwriters Laboratories Inc.; E�ttp://www.ul.caEn. UNI - Uni-Bell PVC Pipe Association; wr�+w.uili-be{l.or�. USAV - USA Voll�yball; www.usa�olleybaEl.�r�. USGBC - i].S. Green Building Council; w��w.us b�g. USITT - United Statas Institute for Theatre Technalogy, Inc.; www.usitt.or�. WA - Wa.11coverings Association; www.walicoverin.�s.ar� WASTEC - Waste Equipment Technology Association; www.�vastec.ar . WCLIB - We�t Coast Lumber Inspection Bureau; www.wclib.oi•�. WCMA - Window C:overing Manufacturers Assaciatioy�; www.wcilianef.or�. WDMA - W�ndow & Daor Manufacturers Association; www.wdma.com. CDM SmiCh Eagle Mountain WTY Cleazwel[ No. 3 Rel�ab CONSTRUCf10A! SPECIFICATION DDCUMENTS City 1'roject No. ] 03048 July 2021 D I 42 00 REF�RENCES Page 7 of 8 205. WI - Woodwork Instifute; www.wicnet.or�. 2p6. V4TSRCA - Weskern States Roofing Contractors Association; www.wsrca.co�n. 207. W�VPA - Western Wood Products Assaciation; www:ww�aa.or�. C. Code Agenci�s: Where abbreviations and acronyms are used in 5pecific�tions �r other Contract Docum�nts, they shaIl mean the recognized narne of the entities in the iollowing list. This information is believed to be accurate as of the date of the Contract Documents. 1. D1N - Deutsches Institut furNormung e.V.; www.ciin.de. 2. IAPMO - International Associatian oiPlumbing and Mechanical Dfficials; www.ia}�mo.org. 3. ICC - Internationa3 Code Council; www.iccsafe.or�, 4. IC�C-�S - ICC Evaluation Service, LLC; www.icc-es.or�. D. �'ederal Government Agencies: Where abbre�iations and acronyms are used iu Specifications or ather Contract Docum�nts, they shall mean the recagnizad narne of the entities in the foliowing list. Informatian is subject to change and is up to date as of the date of the Contract Documents. 1. COE - Arnay Corps of Engineers; www.usace.a�•my.mil. 2. CPSC - Consumer Product Safety Commission; www.c sc. ov. 3. DOG - Department of Commerce; Natianal Institute of Standards and TechnoIogy; wwwa�ist. ov. 4. DOD � Department af Defense; www.quicl<search.dla.mil. 5. DOE - Departmenk of Energy; www.e�iergy.�ay. b. EPA - Environmental Protection Agency; www.epa.�ov. 7. FAA - Fed�ral A�iation Administration; www.faa.�. 8. FG - Federal Government Publieations; wr�w.�;po.�avlfdsys. 9. GSA - General Services Administration; www.gsa.�. 10. HUD - Department of Housing and Urban IaeveIopment; www.hud.�ov. 11. LBL - Lawrenee Berkeley National Laboratory; Environrr►ental Energy Technologies Division; �ww.eetd.lbl.�o_v. 12, O�HA - Occupational Safety & Healtl� Administratiaza; www.asha.gov. 13. SD - Department of S�afie; www.siate.�. 14. TRB - Transportation Research Board; National Cooperative Highway Research Program; The National Aeademies; w�uw.tf•b.Qr:�. 15. USDA - Departm�nt nf Agrrculture; Agriculture Research Service; LT.S. Salinity Laboratory; www.ars.iisda.gov,. 16. USDA - Departm�nt of Agriculture; Rural Utilities 5ervice; www.usda.gov. 17. USDOJ - Departnnent of Justice; Office of 3ustice Programs; National Institute of Justice; www.ojp.��sdo��ov. 18. USP - U.S. Pharmacape�aI Conver�tion; wway.usp.org.. 19. USPS - LTnited States Pastal Service; www.usps..com. E. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Cantract Doeuments, they shall rnean the recog,nized name of the standards a��d regulations in the following list. This information is subject to change and is believed to be accurate as nf the date of the Contract Documents. 1. CFIZ - Code of Federal Regulations; A�ailable from Government Printing Office; www.g�ao. ng v/fdsk. CDM 5mikh Eagle Mvuntain WTP Ciearweli No. 3 Rehab CQNSTRllCT'IOI+3 SP�CIT'ICATIpN DOCUM�I�lTS City Projecf Na. 1Q3048 July 2U21 O1 42 OU REFERENC.ES Page 8 of 8 2. DOD - Department of Defanse;lVlilitary 5pecifications and Standards; AvaiIable from DLA Document Servioes; www.quickseaech.dla.mil.. 3. DSCC - Defense Supply Center Calumbus; (See FS). 4. FED-STD - Federal Standard; (�ee F5). S. FS - F�deral Specification; Availahle from DLA Document Services; www.quicksearcl�.dfa.�l� il. a. Available from Defense Stattdardization Program; www.cfsp.d�a.mil. b. Available irom General Services Admiilistration; www.�sa,�, c. Available from National Institute of Building Sciences/WhoIe BuiIding Design Guide.; www.wbd�.or�. b. MILSPEC - Military Sp�cification and Standards; (See DOD). 7. USAB - United States Access Board; www,acc�ss-baard.gov, 8. USATBCB - U.S. Architectural & Transportation Barriers C.ompliance Board; (See USAB}. F. State Government Ag�ncies: Where abbreviations and acronyms are used in Speciiications or other Contract Dr�cuments, they shall mean the recognized name of the entities in tl�e following list. This information is subject tfl chang� a�id is belie�ed ta be accurate as of the date of the Contract Documents. 1. CBHF; State af Califbrnia; Depar��nent af Cansumer AfFairs; Bureau of Electronic and Applianee Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.�ov. 2. CCR; California Code ofRegulatiozis; Office af Admanistrative Law; California Title 24 Energy Code; www.calre s.g com. 3. CDHS; Califarnia Department of Health Services; (Sae CDPI�. 4. CDPH; California Department of Public Health; Lsdoor Air Quality Prograin; www.cal- iaq•ot•g. 5. CPUC; California Public LTtilities Commission; www.cpuc.ca.�. 6. SCAQMD; Sou#h Coast Au Quality Management District; www.aqmci.�. 7. TFS; Texas A&M Forest Service; Sustainable Forestry and Econornie Development; www.txforestser�ice.tam�i.edu. PART 2 - PRODUCTS {NOT USED) PAR'I` 3 - EXECLTTION (NOT US�D) END OF �ECTION O1 42 00 CflM Smith Eagle Mountaiu W'['P Clearwell No. 3 Rehab CONSTRUC'I']dN SP�CIFICATIqN DOCUMEIVTS City Project No. 103048 7uly 2021 01 a� za TG5`1'IdVG ANI] INSPECTION SERVICES Pege 1 af2 SEGTION Ol 4� 23 TESTIN�G AND INSPECTION SERVICES PART1- GENERAL 1.1 SUlV1MARY A. Section Includes: 1. Testing and inspection services procedures and coardinatiot� B. Deviations fram thjs City af Fort Worth standard Specificatian 1. Modified 1.2.A.1 C. Ralated Specification Sections include, but are nat necessarily limited to: 1. Di�ision 0— Bidc�ing R�quirements, Contract Forms and Conditians of the Contract 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PROCEDUR.ES A. Measurement and Payrr►ent Work associated with this Item is incl�ded in the total lump sum price. a. In accordance with Article 13 of the General Condi�ions, Contraetor is responsible for performing, coordinating, and payment of all inspec#ians, tests, re-tests, or approvals. b. In accardance with Article 13 of the General Canditions, City is responsible for perfortning and payment for first set independent testing chosen by the City to be performed. 1) If the first independent te�t performed by the City fails, the Contra�tor is respo�sible for payment af subsequent testing until a passing test occurs. a) Final acceptance wiI1 nof b� issued by City until all required paym�;nts for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADNIINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Doeumenis. 2. Coordination a. When testing is reyuired to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be campleted hy the Contractor, notify City, sufficieutly in advance, diat testing will be performed. 3. Distributian of Testing lZeports a. Electronic Distribution 1) Coxificin de�elopment af Project diractory for electronic subt�nittals to be uploaded to City'� BIM360 document managernent site, or another external FTP sit� approved by the City. 2) iJpload test reparts to designated project directory and �sotify appropriate City j•epresentatives via email of submittai posting. CITY OF FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehab CqN57'I2UGTION SPECIFICATIOI� 1]OCUMENTS City Project Na. 103048 July 2021 014523 TESTING ArID INSFECTION SERVICES Page 2 of 2 3) Hard Copies a) 1 c�py for a11 submittals subrnitted to th� Project Representative b. Hard C�py Distribution {if required in lieu of electranic distribution) 1) Tests performed by City a) Distribute S hard copy ta the Contractar 2) Tests performed by the Contractor a} Distribute 3 hard copies to City's Prnject Repres�ntativ� 4. Pro�ide City's Project Representati�e with trip ticl��ts for each delivered load af Concrete or Lime material including the followiiig infotmatioii: a. Name of pit 6. Date of deli�ery c. Material deliv�r�d B. Inspection 1. Inspectian ar lacic af inspection does not relie�e the Contractor from obligation to perform work in accar�ance with the Co��►tract Documents, 1.� SUBMiTTALS [NOT USED] 1.6 ACTION SUBMITTALSRNFORMATYONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUSMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT LTSED] I.11 FIELD [5ITE] CONDTTIONS [NOT USEDj 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT iTSED] PART 3 - EXECUTION [NOT USED] END OF SECTION C1TY OF FORT WORTI�� Eagle Mnuntain WTP Cle�rwell Na. 3 Rehab COI+ISTRUCTIDI�f SFECIFICATION DDC[.1MENTS City Project No, 1d3048 July 2D2] 01 50 00 TEMPORARY FACILITIES A1VD CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SLIMMARY A. S�ction Includes: 1. Pro�ide temporary facilities and controls needed for ihe Work inciudiiig, but not necessarily limited to: a. Temporary utilities �. Sani#ary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construct�on site B. De�ia�ions from this City of Fort Worth Standard Speciiication 1. Modified 1.2.A. ] 2. Added 1.2.A.2 3 _ Added 1.4.B.5 4. Added L4.C.7 5. Added 1.4.G C. Related Specification Sections include, but are not necessarily limited ta: 1. Division 0— Bidding R�quiremcnts, Contract Forms ai�d Conditions of the Coniract 2. Division I— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment l. Unit Priee - Work associated with this Item is cansidered subsidiary to the variaus items bid. No separate payment will be allowed far this Item. 2. Lum Sam Price - Work �ssociated with fhis Item is included in the total lum� sum nrice. 1.3 REFERENCES [NOT USED] 1.4 ADMTNISTRATIVE REQiTIREMENTS A, Temporary Utilities l. Obtaining Temporary Service a. Make arrangements wi�h utility service companies for temporary services. b. Abide hy rules and regulations of utility service companies or autharities having jurisdictian. c. Se r�sponsible %r utility service costs until Work is approveci for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testii�g and initial operation of Work. Cl'I'Y OF POR7' WOLZ'TI-1 �a$le Mauntain WTP Clearwell No. 3 Rehab CONSTRUCTION SAECiFICATIOI� �OCUMENTS City Project3�Io. 103048 July 2021 oi so oa T�MPOIt�Y FI�.CILITIE3 AND C0�ITROLS Page 2 of 4 2. Water a. Contractor to provide wa#er required for and in eonnection �vith �Wark to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b, Provide and maintain adequate supply of potable water for domestic consumption by Contractor persannel and Gity's Project Repr�sentatives. c. Coordination 1) Cantact City 1 week be%re water %r constcuction is desired d. Cantractor Payment far Constructian Water 1) O�tain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric pow�red sesvi.ce as required far Work, including testing af V�7ark. 1) Frovide power for lighting, operation of equipment, or other use. 6. Electric po�ver service includes temporary power ser�ice ar generator to maintain aperatians during schedule�d shutdown. 4. "1'elephone a, Provide emerge�icy telephone service at 5ite for use by Contractor personnel and others performiiig work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary hcat as necessary for protection or completion of Work. b. Provide temporary heat and �entilafion to assure safe working en►iditions. B. Sanitary Facilities l, Pravide and maintain saaiitary facilities for persons on Site. a. Co�nply wit11 regulations of State and local departments of health, 2. Enforce use of sanitary facilities by eonstruction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discha�•ge will be allawed from these facilities. c. Callect and store sewa�e and rr�aste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accardance w�th applicable regulation. 3. Locate facilities near Work Si�e and keep clean and maintained thraughout Praject. 4. Remave iaeilities at completion of 1'roject. 5. Co�atractac sk�aIl nat use City's sanitary facilities. C. Storage Sheds a�id Buildings 1. Provide adequately ventilated, water�ight, weatherproaf storage facilities with floor above graund level for materials and equipment susceptible to weather damage. 2. Starage of materials nat susceptible to weather damage rnay be on blocks off graund. 3. Stare rnaterials in a neat and orderly manner. a. Place tnaterials and equipment ta permi.t easy access for identification, inspection and inventory. 4. Equip building with lackable doors and lighting, and provide electrical service for equipment space heaters and l�eating ar ventilation as necessary to pravide storage envirarunents acceptab�e to specif ed manufacturers. CITY OF FDRT WpRTH Eagla Mountain WTF Clearwell No. 3 Rehab CQNSTRUCTION SYECIi'ICATION DOCCJCvIENTS City Project Na. ] 03048 Jul.y 2Q21 Ol 50 00 TEMPpTtARY FACILITIES AND CONTROLS Page 3 af4 5. Fill and grade site for temparary structures ta p.rovide drainage away from ternporary and existing buildings. 6. Remove building from site prior to Final Acceptance. 7. Contractor's field office �s required for this �roject. D. Temparary Fencing 1. Pro�ide and maintain for the duratian or canstruct�on when required in contract documents E. Dust Control 1. Contrac�or is responsible for maintaining dust controi through the duration of the project. a. Cantraetor remains on-call at all times b. Must respond in a timely manner F. T�rnporary Protectia.n of Construction i. Contractor or subcantractors are responsible for prot�cting VVork from damage due to weather. G. Securi 1. Contractor or subcontractors are re�ponsible for security of its Work on �ite %r the duration af the pr4ject. 2. C_ oordinate with_pl_ant stai�' for plant access. 1.5 �USNIITTALS [NOT IISED] 1.6 ACTION SUBNIITTALS/INTORMATIQNAL SUBNIITTALS [NOT USED] 1.7 CLOSEQUT SiTBMiTTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING jNOT USED] L11 FIELD [SITE] CONDITIONS [NOT USED] 11� W�RRANTY [NOT iTSED] PART 2 - PRODUCTS [NOT i1SED] PART 3 - EXECUTION [NOT USED� 3.� INSTALLERS [NOT IISED] 3.2 E`LAMINATION [NOT USED] 3.3 PREPARATIDN [NOT USED] CITY OF FORT WORTH Eagle Mountain WTP Clearwell t*Io. 3 Reha6 CONSTRUCTION 5PEC1FlCAT10N DOCl7MENTS City Project No. 103048 July 2D21 O] SD 00 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duratian of construction activities as needed. �.5 [REPAIR] / [RESTORATION] 3.6 RE-IN�TALLATION 3.q FIELD IoR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary FaciIities 1. Remove all #emporary facilities and restore area after coinpletion of the Work, to a condition equal to or better than pri�r to start of Work. 3.12 PROTECTION [1�OT USED] 3.13 MAINTENANCE [NOT iTSEDI 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY QF F�RT WORTH Eagle Mountain VJTP Clearwell Na. 3 Rehab CONSTRUCTION 5PCC1F1CAT10N DOCUMENTS City Project Nq. 103048 July 2021 01 57 13 ST�RIUI WATGR POLLl3TlON PREVENTIOt�i Fagc 1 af 4 SECTION Ol 57 13 STORM WATER POLLUTION PREVENTION PART1- GENERAL l.1 SLTMMARY A. Section Includes: 1, Procad�res far Storm Water Pnllutian Prevention Plans B. Deviations from this City of Fort W�rth Standard Specification 1. Modified L2,A.l.a 2. Added 1.2,A.l.b C. Related Specificat�on Sections include, but are not necessarily Iimited to: 1. Division 0— Bidding Requirements, Contract Farms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 31 25 40 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measur�m�nt and Payment 1. Construction Activitias resulting in less than 1 acre of disturbance a. Work associated with this Item is included in th� tota� lump sum price. 2. Construction Acti�ities resu�ting in greater than 1 acre of disturbance a. Measurecnent and Payrnent shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. rlotice of Intent: NQI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Cammission on �nvironmental Quality: TCEQ S. Notice ofChange: NOC A. Referenee Standards 1. Reference standards cited in this Specification refer to the curr�nt reference standard published at the time of the latest re�ision date logged at the end of this Specification, unIess a date is specifical�y cited. 2. Integrated Storm M�nagement (iSWM} Technical Matival for Canstruction Controls CITY OF FQRT WORTH Eagle Mauntain WTP Clearwell No. 3 Rel�ab COi�lSTRUCTION SPECIFfCATIO�I DOCUMENTS City Project No. 1 D3448 July 20�1 oi s� i� STORM WATER POGI.UTION PREVEIVTlQN Page 2 of �} 1.4 ADNIINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible far resnlutzon and payment of any fines issued associated with compliance to Starmwater Pallutian Prevention Plan. B, Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment contrnl in accordance with Section 31 25 �0 and Dravrings. 2. 1 to less than 5 acres of disturbance a, Taxas PoIlutant Discharge Elimination System (TPDES} General Construction Permit is requi�•ed b. Cornplete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Cons#ruction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Worka, Enviranmantal Division, ($17) 392- 6088. 2} Provide erosion and sediment contral in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) S�IVPPP e) TCEQ requirements 5 aeres or more of Disturbance a. Texas PoIlutant Discharge Elimination System (TPDES} General Construction Permit is required b, Complete SWPPP in aceordance with TCEQ requirements 1) Prepare a TC�Q NOI form and submit to TCEQ aloiig with reyuired fee a) Sign and post at jab �ite b) Send copy to City Department of Transpartatidn and Public Warks, Environmeiztal Divisian, {817) 392-6Q$8. 2) TCEQ Notice of Change reyuired if tnaking changes or updates to NOI 3) Pro�ide erosion and sediment control in accordance with: a) Section 31 25 00 b} The Drawings c) TXR150000 General Permit d) S WPPP e) TCEQ requirements 4) Once the project has been completeti and all the closeo�t requirements nf TC�Q have been zn�t a TCEQ Notice af Ter�nination can be submitted. a) Send copy to �ity Department of Transportation a��d Puhlic Works, Environmental Division, (817) 392-b088. 1.5 �UBMITTALS A. SWPPP 1. Submit i►i accardance with Sectian 01 33 00, except as stated herein. CITY OF FORT WORTH Eag1e Mountai�i 4YTP Clcaru✓ell No. 3 Raha6 CONSTRUCT[QN SPECIPICAT[ON DOCUMENTS City. Prajact No. 103[)48 luly 2D21 O1 57 I3 STqRM WATER PQLLUTIOt�! PREVENTIqN Page 3 of 4 a. Priar t4 the Preconstruction Meeting, submit a draft copy nf SWPPP to the City as fallows: J) 1 copy to thc City Projent Manager a) City Project Manager will forward to the City Departmeni of Transportation and Public Works, En�ironmental Division far revie�v B. Modifi�d SWPPP 1. If tlie SWPPP is revised duti�lg eonstruction, resubmit modified SWPPP to the City in accordance with Section O l 33 00. 1.6 ACTION $UBMITTALSIINF�RMATIONAL SUBNIITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERiAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT IISED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT U�ED] PART � - PRODUCTS [NOT USEDj PART 3 - EXECLTTION [NOT USED] END OF SECTION CITY OF FORT WORTH Eagle Mountaii� WTP Clearwell No. 3 Rehab CONST�tUCTION SPECIFICATION DOCUMENTS City Project No. 1 D3048 July 2D21 ai s� i3 �TORM WATER POLLUTION PREVENTI03V Page �l of �4 '.�'Hl� YACx.k; 11V'1'1�.'1V'1'lUNALL LEr"1' 1fLA1Vli CITY OF FORT WORTH Eagle MoEuitain 13VTF Clearwell No. 3 Rehab CdN5TRUCTION SPECIFICATION DOCUIVT�NTS City Projec! No. 103D48 July 2�21 oi ss is TEMPORARY PROJEC'F SjC'iIYAC'iS Page 1 of 2 sEc�oN a� �a i3 TEMPORARY PROJECT SIGNAGE PART1- GENERAL 1.1 SLTMMARY A. Section Includes: 1. Tamporary Projeci Signage Requirements B. I]e�+iatinns from this City of Fort Worth Standard Speci�cation 1. Modifed I.2.A.I 2. Ac�ded 1,2.A.2 3. Modified 2.2.A.1 C. Related Specification �ections include, but are not necassarily Iimited to: 1, Division 0—Bidding Requirements, Contract Farms anc�. Conditions ofthe Contract 2. Di�ision 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement a��d Payment l. IInit Price - Work associated with this Item is considered subsiciiary t� the various items hid. No separate payment will be allowed for this Item. 2. L�,mq Sum Price - Work associated with thia ltem is included in the total lump sum nrice. 1.3 REFERENCES [NOT USED] �.4 ADNIINI�TRATIVE REQUII2EMENTS [NOT U�ED] 1.� SiIBNIITTALS jNOT iTSED] 1.6 ACTION SL]BMTI'TALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 QUALITY ASS.URANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT iTSED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FL]RNTSHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT ZTSED] C1TY O� FDAT WORTH Eagle Mountain WTF Clearweli No. 3 Rehab COid5TRUCTION SFECIFICATIaN DOCUMENTS City Project Na. 103048 July 2021 O1 58 13 TEMFORARY PRO]ECT SIGNAC'rE Page 2 of 2 2.2 EQiTIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria l. Provide free standing Project Designa�ion Sign in acoordance with City's Stiandard Details for project signs for Water Department proiects. B. Matcrials I. Sign a. Constructed of 3/a-inch fir plywood, grade A-C (exterior) ar better �.3 ACCESSORIES [NOT U�ED] �.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTTON 3.1 IN�TALLERS [NQT USED] 3.� EXAIVIINATION [NOT USED] 3.3 PR�PARATION [1�T0� i1SED] 3.4 INSTALLATION A. General 1. Provide vertical installation at �xtents of praj�ct. 2. Relacate sign as needed, upon request of th.e City. B. Mounting optians a. Skids b. Posts c. Barri�ade 3.5 REPAIR / RESTORATION [NOT U�ED] 3.6 RE-INSTALLATION {NOT USED] 3.'� F1ELD �oR] SITE QUALITY CONTROL �NOT USED] 3.8 SYSTEM ST.A RTUP [NOT USED] 3.9 ADJLTSTING [NOT USED] 3.1D CLEANING [NOT USED] 3.11 CL�SEOUT ACTIVITTES [NOT USED] 3.1Z PROTECTION [NOT IISED] 3.13 MAINTENANCE A. General l. Maintenance will include painting aiid repairs as needed or directed by the City. 3.14 AITACHMENTS [NOT USED] �ND �F SECTIUN CITY OF FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRllCT10N SPECIFICATION DOCUMENTS Ciiy Prajcct No, 103p48 July 2Q21 o� 6o ao PRODUCT ItEQUIREMEIVTS Page 1 of2 sECTioN a� 6o aa PRODUCT REQUIREMENTS PART 1- GENER,A.L 1.1 SLIMMARY A. S�ction Includes: 1. References %r Product Requirements and City Standard Products List B. Deviatians irom this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited ta: l. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division I— General Requirem�nts 1.� PRiCE AND PAYMENT PRQCEDURES [NOT USED] 1.3 REFERENCES [NOT USED� 1.4 ADNIINISTRATIVE REQUIItEMENTS A. A list of City approved products far use is located on Buzzsaw as follows: 1. Resources102 - Construction DocumentslSta�dard Products List B. Only products specificaliy included an City's Standard Product List in these Contract Dacuments shal] be ailowed for use on the Project. l. Any subsequentIy appra�ed products will only be allowed for use upon speciiic approva] by the City. C. Any specific product requirements in the Cantract Documents supersede similar products included on the City's Standard Peoduct List. 1. The City reserves the right to not allow praducts to be used for eertain projects evan though the product is listed on the City's Standard Produei List. D. Althaugh a specific product is incIuded on City's S#andard Product List, not aIl products from that manufacturer are approved for use, including but not Ii�nited to, that manufacturer's standard praduct. E. See Section 01 33 00 for submittal requirements of Producti Data inc�uded on City's Standard Praduct List. 1.5 SLIBMITTALS [NOT USED] 1.6 ACTION SUBNIYTTALS/INFORMATIONAL SUBMTTTALS [NOT USED] 1.7 CLOSEOUT SIIBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBNIITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1,1Q DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY qF FORT WORT�i Eag�e Mountain WTP CEearwell No. 3 Reha6 CONS'iRUCTION SPECIFICATION DOCUMEt�fTS Gity Project No. 103048 July 2021 O1 60 04 PRODUCT REQUIREMENTS Page 2 af 2 1.11 FIELD [SITEI CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXEC`LTTTON [NOT USED] END OF SECTION Rev'►sion Log DATE NAME SUMMARY DF CHANGE 1Q/I2/12, D. 7ohnson Modifad Location of City's Standard Product List CITY OF FORT WORTH Eagle Mountain WTP Cleanvell No. 3 Rehab CONSTRUCI'ION SPEC[rICATIOI� DOCUIVIENT5 City Project No, iQ3048 ]uly 20�1 01 66 00 PRODUCT STORAGE Ai3D HANDLING 1t�QUIREIvIENTS Page 1 of4 SECTION Dl 66 OQ PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1� GENERA.L 1.1 SiJMNMARY A. Section Includes: 1. 5checiuling of produci delivery 2. Paekaging of products for delivery 3. Protection of proc�ucts against c�amage from: a. Handling b. E�posure to elements or harsh en�ironments B. Deviations irom this City of Fort Worth �tandard Specificatian 1. Macii�ed 1.2.A.1 2. Added 1.2.A.2 C. Related Specification Sections include, but are nat necessarily limited to: I. Division 0— Bidding ReQuirements, Contract Farms and ConditiQns of the Contract 2. Division 1— General Requirements 1.� PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. iTnit Price - Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for ihis Item. 2. Lump Sum Price - Work associated with this Item is included in the total lum�, sum priCe. 1.3 REFER.ENCES [NOT USED] 1..4 ADMINISTRATIVE REQUIltEMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] i.6 ACTION SUBNIITTALS/1NFORMATIONAL SUBMITTALS [N�T USED] 1.7 CLOSEOUT SUSMITTALS [NOT USED] 1.$ MAINTENANCE MATERIAL SUSMITTA.LS [NOT USED] 19 QUALITY ASSURANCE [NOT USED] L10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installatioia and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivety trucks wi13 noi be permitted to wait extended periocis of time on tha Site for personnei or ec�uipment to receive tha daliv�ry. CITY OF FORT W UH�fH Eagle Mountain WTP Clearwetl No. 3 Rehab CONSTRUCTIQN SPECIPICATION DOCUMENT5 Cily ProjectNa. I03048 luiy 2021 oi 66oa PR017UCT STdRAGE ATlD HANbLING I2�QUIR�MENTS Page 2 of 4 4. Deli�er products or equipment in manufacturer's original unbroken cartons or other cantainers designed and eo�astructed to protect the contents from pl�ysieal ar environmental damage. 5, Clearly and fully mark and idej�tify as to maiiufacturer, item and installation Iocation. b. Pravide manufacturer's instructians %r storage and handling. B. Handling Requirements I. Handle products or equipment in accordance with thesa Contract Docurnents and manufacturer's reconnrr�endations and instructions. C. Starage R�quirements l. Store materials in accordance with maiiufacturer's rec�mmendations and requirements af these Sp�cifications. 2. Make necessary pro�isions for safe storage of materials and equipment. a. Place loose soi] materia�s and materials to be incorp�rated into Work to prevezlt damage to any part of Work or e�sting facilities and to maintain free aceess at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep rr�aterials and equipment neatly and compactly sto.red in locations that will cause minimum incanvenience to other contractors, public travel, adjaining awners, tenants and occupants. a. Arrange storage to provide easy access �or inspectian. 4. Restrict storage to areas available on construction site for storage of material and equiprnent as shown on Drawings, or approved by City's Project Representatir�e. 5. Provide off-site storage and protectian when on-site storage is nat adequate. a. Provide addresses of and aecess to off-site storage locations for inspection by City's Project Representative. 6. Do not use lawns, g.rass p�ats or other private property for storage purposes without written pernnission of ow��er or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactIy stack materials delivered and stored along line of Wark to avoid inconvenience and dan7age to property owners and general public a�id maintain at least 3 fe�t fram fire hydrant. 9. Keep public and pri�ate driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or otl�er improvements �o satisfaction of City's Project Representative. a. Total length which materials may be distributed alang route of co�istruction at ane time is 1,400 linear %et, unless otherv;�ise approved jn writing by City's Project Repr�sentati�e. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.1� WARRANTY [NOT USED] PART � - PR�DUCTS [NOT USED] CITY OF FORT WORTH �agle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTiON SPECIPiCAT[ON DOCUMENTS City Prnject No. 103448 ]uly 2021 o i 6s o0 PRODUCT STpRAC`i� ANq HANDI,ING R�QUIREM�NTS Page 3 of 4 PART 3 - EXECUTIQN 31 �NSTALLERS [NOT USED] 3.2 EXAMINATIDN [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.� REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION �NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Tests and Inspections 1. Tnspect aIl prociuc�s dr equipment delivered to the site priar to unloading, B. Non-Conforming Work 1. Reject all praducts or equipm�nt that are damaged, used or in any odier vvay unsatisfactory for use on the project. 3.8 SY�TEM STARTUP �NOT iTSED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANII�TG [NOT IISED] 3.11 CLOSEOUT ACTIVITIES �NOT USED] 3.1� PROTECTION A. Protect aI1 prodUcts or equipment in accordance with manufacturer's written directions. B. store products or equiptnient in locafion to avnid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by tl�e manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTAC�IlVIENTS [NOT USED] END OF SECTION Revision Log DAT� NAMB Si.TMMARY OF CHANG� C1TY OF FDRT WORTH Eagle Mauntain W"1'Y Clearwell [�o. 3 Rehab CONSTRUCTIDN SPECIFICATION DOCUMENTS City Project No. 103048 July 2U21 Q1 b6 QO PROI?UCT 5TORAGE AND HANDLING REQl11RENLENTS Paga 4 of 4 THIS PAGE INTENTIONALLY LEFT BLANK CITY OF FORT WdRTH Eaglc Mountain WTP Clearwell No. 3 Rehab CONSTRUCTION SPECIFICATION DOCLIMENT9 City ProjectNo. 103D48 ]uly 2021 O1 74 00 IvIQBILIZATION ANb I�MqBTLIZATTp3d Page I of 4 *SECTIDN Ol 70 00 MOBILIZAT30N AND REMOBILIZATION PARTI- GENERAL i.l SUMMARY A. Section Includes: 1. Mobilization and Deznobilization a. b. c. Mabilization 3) Transportation of Contractor's gersonnel, equipment, and operat�ng supplies to the Site 2} Establishtnent of necessary ge�leral facilities for the Contrac�or's operation at the Site 3) Premiums paid for performance and payment bonds 4} Transportation of Contrac�or's personnel, equipment, a�nd operating supplies to anotl�er location within the d�signated Site 5) Relocation af necessary genera� facilities far the Contractor's operation from 1 location to auother location on the Site. Demobilization 1) Transportation of Contractor's personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Remo�al af all buildings and/or other facilities assembled at the Site for this Contract Mobilization and Damobilization do no� include activities for speci�ic items of work tha� are for which payment is provided elsewhere in the eontract. 2. Remobilization a. Remobitizatian for Suspension of Work specificaIly required in the Contract Documents or as required by City includes: 1) Demohilization a) Transportation of Cantractor's persnnnel, equipment, and operating 2) 3) s�pplie� fram the Site incIud.ing disas�embly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents neeessary to suspend the Work. b) 5ite Clean-up as desig.nated in the Contract Documents Remobilization a) Transpartation oF Contractor's personnel, equipment, and aperating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor's operation at the Site necessary to resume the Work, Nv Payments will be made for: a) Mobilizatian and Demobilization from one locafion to another on �he Site in ths nortnal progress o�performing the Wark. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization %r Miscellaneous Projects a. Mobilization and Demohilization CCTY O�' C'ORT WORTH Eagle Mountain WTP ClearwelJ No. 3 Rehah CONSTRUCTIOI�f SPECTFICA`l"ION DOCUMENTS City Project I�lo. 103048 7uly 2021 oi �o aa MOBILIZATION AND REMOSILIZATION Page 2 of A 1) M�bilization shall consist of the activities and cost on a Work Order basis necessa�y far: a) Transportation of Contractor's personnel, ec�uipment, and operating suppli�s to the Site for the issued Work Order. b) Establishment of necessary general facili�ies far the Contractor's operation at the Site for th� issued Work Order 2) Demobilization shall consist of the activities and cost necessary fnr: a) Transportation of Contractar's personnel, eqUipment, and operating supplies fram the Site including disassembly for each issued Work Order b} Site Cl�an-up for each issued Wark Order c) Remo�al of all buildings or other facilities assembl�d at the Site for eaeli Work Oder b. Mobilization and Demobilization do nof include activities for specifc itezz�.s of work for which payment is provided elsewhere ui the contract. 4. Emergency Mobiiizations and Demobilization for Misceljaiieous Projects a.. A Mobilization for Miscellaneous Projects whan directed by the City and the mo6ilization occurs within 24 hours of the issuance of the Worlc Order. B. Deviations from this City ofFort Worth �tandard Specifieation l. None. C. Related S�ecification Sections include, but are not necessarily lirz�ited ta: 1. Division 0-- Bidding Requirements, Contract Fonns and Couditions of the Contract Z. Di�ision 1— Gatieral Requirements 1.� PRICE AND PAYMENT PROCEDi]RES A. Measurement and Payment 1, Mabilization and Deinobilization a. Measurement and Payment 1) Work assoeiated with this Item is considered subsidiary to the various Items bid. No separate payinez�t will be allowed for this item. 2. Remobilization for suspension of Work as specifically required in the Contract Documeuts a. Meas�irement 1) Measurement for this Item shal I be per each rern obilization performed. b. Payment 1) The work performed and materials furnished in aceordaiice with this Item an.d measured as provided under "Measurement" will be paid for at the unit price per each "Specified Remobiiization" in accoxdance vwitll Contract Documents. c. 'I'he price shall include; ]} Demobilization as described in Saction 1.1.A.2.a.1) 2} Remobilizatian as described in Section ].I.A.2.a.2} d. No payments will be made for standby, idle tiyne, or lost prafits associated tl�is Item. 3. Remobilizatio�� for suspension of Work as reguired by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with ArticIe 10 of SectiQn 00 72 OU General Canditions. CTTY OF FORT WORTH Eagle Mountain WTP Clearwell No. 3 Rcltab CONSTRUCTION SPEGIPICATjON DOCUMENTS City Project No. 103048 July 2D21 Ol 7� RO MOBILIZATIOiV AND REMOBILIZATIOt�! Page 3 oF4 2} No payments will be made for standhy, idle time, ar lost profits associated with this Item. 4. Mobilizatians and Demobilizaiions for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilizatian required by the Contract Daauments b c. d. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided �nder "Measurement" will be paid for at the unit price per each "Wark Order Mobilization" in accordance with Contract Documents. Demobilization shali be consider�d subsidiary to mohiliza�ion and shall not be paid for separate�y. The price shail include: 1) Mobilization as described in Section 1.I.A.3,a 1) 2) Demobiliza#ion as described in Seciion 1.1.A.3.a.2) No payments will he made for standby, idle time, ar lost profits associated this Item. Emergency Mobilizatioz�s and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization reguired by the Contract Dacuments b. Payment 1) The Wark performed and materials furnish�d in accordance with this Ttem arnd measured as pravided uiidet "Measurement" will be p�id for at the unit price per each "Work Order Emergency Mobilization" in accordance �vith Contract Documents. Demobilization shaSl be consid.ered subsidiary to mobilization and shall not b�; paid fflr separately. c. The price shall include 1) Mobilizatian as described in Seetian 1.1,A.4.a). 2) Demobiliza#ion as described in Section 1.1.A.3.a.2} d. No payments will he made for standby, idle time, or lask profits associated this I#em. 1.3 TO 1.12 [NOT ZTSEDj PART � - PRODUCTS [NOT IISED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revisian Log DATE NAME SiJNiMARY OF CHANGE ] 1f22/16 Michaet Owen 1.2 Pri�e and Payment Proceciures - Revised speeification, including blue text, to mafce speciflcation flexible for either subsidiary or paid bid item for Mohilization. C1TY OF FQRT WORTH CagJe Mountain WTP Clearwell No. 3 Rehab CONSTRUCTION SPECI�ICA7'ION �OCUM�i�3�S City Project PIo. 143a48 duly 2021 ai �o 00 MOBILIZATION ANA REMqBILIZATIOt� Page 4 nf 4 TAIS PAGE INTENTIONALLY LEFT BLANK y r r°c�� :� ��.Tc�� ;� r, i C�DNSTl�I]C1'ION 5PECIPICATION DOCUMENTS luly 2021 Eagle MounYain WTP Cleanvell No. 3 Rehab City Prajeet No. 1Q3048 1773fl0 EX�CUTION Page 1 of l2 SECTION O 1 73 00 - EXECUT'ION i'ART 1 - GENERAL 1.I RELATED DOCUMENTS A. Drawings and general provisions of the Contract, inciuding Ganeral and Su�pleinentary Coi�ditions and other Division O1 Specifieation Seetions, appjy to this Sectian, 1.2 SiTMMARY A. Section includes general administrative and procedural raqu�rements governing execution of the Work, incluciing, but not litnited to, the %]lowing: 1. Cnnstruction layout. 2. Fielci engineering and surveying. 3. Installation of the Wark. 4. Cutting and patching. 5. Caordination of Owuer's partion ofthe Work. 6. Coordination of Owner-installed products. 7. Progress cleaning. 8. Starting and adjusting. 9. Protection of installed construction. B. Related Requirements: 1. Sectian O1 11 OQ "Suanmary of Work" for coordination of Owner's product purchase contracts and Owner's separate contracts, and limits on use of Project sife. 2_ Section O1 33 00 "SubmittaIs" for submitting surveys. 3. Section 01 77 19 "Closeout Requirements" for recording of Owner-accepted deviations from indicated lines and levels, replacing defective work, and final cleaning. 1.3 DEFINITIONS A. Cutting: RemovaI of in-place construction necessary to permit instaIlation or performance of subsequent work. B. Patching: Fitting and repair work required ta restore construction ta original cnnditions after instal�ation of subsequent work. 1.4 PREINSTALLATIQN MEETINGS A. Cutting and Patching Conference: Conduct conf�rence at Project site. CDM Smith Eagle NEountain WTP Clearwell No. 3 Rehab CONSTRUCTIQN SPECIFICATION DOCiJMGNTS City Praject Na. 103048 ]uly 2Q21 17 73 QO EX�CUTIdN Pege 2 nf 12 : I.S A. B. C. D. 1. Prior to com�mencing work requiring cutting and patching, review extent of cutting and patching anticipated and examine procedures for ensuring satisfactory result from cuttin.g and patching work. Inform Engin�er af scheduled meeting. Require representatives of each entity directly concern.ed with c�tting and patching ta attend, including the following: a, Con#ractor`s superurtendent. b. Trade supervisor responsihle for cutting operations. c. Trade supervisor(s) responsibie for patching of each type of substrate. d. Mechanical, electrical, and utilities subcontractors' supervisors, to the extent each trade is affected by cuttii�g and patching operations. Review areas of potential interFerence and conflict. Coordinate procedures and resoIve potential conflicts before procee.ding. 2. Layout Conferenca: Conduct conference at Project site. 1. Frior to establishing layaut oi new perimeter, review build'uig lacatinn requirements. Re�iew benchmark, cantro� paint, and layout and dimension rec�uirements. Inform Engineer of scheduled meeting. Require representatives of each entity directly concerned with Project Iayout to attend, including the fallawing: a. Contractor's superintendent. b. Contractor's represen#ative layoui. responsible for performing Project surveying and 2. Review meanings and intent oi dimensions, notes, terms, graphic symbols, and other Iayout information indicated on the Drawings, 3. Review requirements for including Iayouts on Shog Drawings and other submittals. 4. Review areas of potential interferenc� an� cnnfiict. Coardinate procedures and resolve potential canflicts before praceeding. INFDRMATIONAL SUBMITTAL� Qualificatian Data: For land surveyor, Certified Surveys: Submit iwo copies signed by land surveyor, Certifieates: Su6mit certificate signed by land surveyor, eerti�ying that lacation and elevation of impro�ements comply widi requirements. Cutting and Patehing P1an: Submit plan describing procedures at least lU days priQr to the time cutting and patching will be performed. Include the following informa�ion: 1. Extent: Describe reason far and extent of each accurrence of cutting and patching. 2. Changes to In-Place Construction: Describe anticipated results, lnclude clianges to shuct�ral elements and operatii�g components as weil as changes in building appearance and ather significant visual elements. 3. Products: List products to 6e used for patching and firms or entities �hat wiIl perform patcllia�g work. CDM Smith �agle Mountain WTP Clearrvell No. 3 Reliah C�NSTRUCT[ON SPECIFICAT[ON DOCU[VIEN�fS City ProjectNo, i03048 July 2021 17 73 00 EXECUT[ON Page 3 of 12 4. Dates: Indicate when cutting and patcliing wili be performed. 5. Utilities and Mechanica3 and Electrica] Systems: List services and systems that cutting and patchin� procedures will disturb or afFect. List services and systems that will be relocated and thase that will be temporarily out of service. Indicate length of time permanent services and systezns will be disrupted. a, Include descriptian of provisions f�r temporary services and sys�ems during interruptiaaa of permanent services and systems. E. 1.6 A. 1.7 Landfill R�ceipts: Suhmit copy of receipfis issued by a landitIl facility, licensed to accept hazardous materials, for hazardous waste disposal. CLOSEOUT SUBMITTALS Final Property Survey: Submit 10 copies showing the Work performed and recdrd survey data. QUALITY ASSURI�NCE A. Land Surveyor Qualifications: A professional land sur�eyor who is legally qualified to practice in jurisdiction where Praject is lacated and who is experienced in praviding land-sur�+eying services ofthe kind indicated. I:] C Professional Engineer Qualificatifl.ns: Refer ta Seetion 014000 "Quality Requirements." Cutting and Patching: Comply with requirements for and 1imitativns o.n cutting and patching af canstructian elements. l. Structural Elements: When cutting and patching structurai elemenfis, or when e�acountering the need for cutting and patching Qf ele�nents, whase structurai function is not knovvn, natify Engineer of locations and details of cutting and await directions from Engineer before proceeding. Sl�ore, brace, and support structura] elements during cutting and patching. Do not cut and pateh structuraI elements in a manner that could ohange their load-carrying �apacity or increase deflection. 2. Operational Elements: Da not cut and patch operatir�g elements and related companents in a manner that results in reducing their capacity to perform as intended or that results in increased mainteiYanca or decreasad operat'ronal life or safety. Operational elements incl�de the following: a. b. c. d. e, g• h. i. J• lc. Pri�nary operaiianal systems and equipment. Fire separatian assemblies. Air or smoke barriers. Fir�-suppression systems. Plumbing piping systems. Mechanical systems piping and ducts. Contro{ systems. Cainmunication systems. Fire-�etection and -alarm systems. Conveying systems. Electrical wiring systems. C�M Sinith Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTIpN S3'HCIFICATION DOCUM6NTS City PrajectlVo. 103048 luly 2021 177300 �XECUTIOI� Page �4 of 12 Operating systems of special construction, 3. Oth�r Construction Elements: Do not cut and patch otlier construction elements or components in a manner that eould change their load-carrying capacity, that resul#s in reducing their eapacity to perform as intended, or that resuIts in inc�•eased maintenance or decreased operatianal life or safety.Other ct�nstruction elements include but are not limited ta fihe following: a. Water, moisture, or �apor barrriers, b, Membranes and flashings. c. Exterior curtain-wall construction. d. 5prayed fire-resistive material. e. �quipm�nt supports. f. Piping, ductwork, vessels, and equipment. g. Noise- and vibration-eonfral elements and systems. � 4. Visual Elements: Do nat cut and patch construction in a manner that results in visual evidence of cui�ing and patching. Dn not cut and patch exposed construction in a marjner that would, in Engineer's opinion, reduce the building's aesthetic qualities. Remove and replace construction tl�at has beeri cut and patched in a visually unsatisfactory manner. Manufacturer's Insta�lation Instructions: Obtain and maintain on-site manufacturer's written recomznendations and instructions for iiistallatioi� of specified products and equipment. PART 2 - PRODUCTS 2.1 MATERIALS A. Comply with requirements specified in ather Sections. 1. For projects requiring compIiance witih sustainable design and construction practices and procedures, Use products for patching �l�at comply witl� sustainable design requirements. B. In-Flace Materials: Use materials for patching identical to in-pIace materials. �or exposed surfaees, use materials that visually match in-place adjace�it surfaces to the fullest extent possible. 1, If identicai materials are unavailable or cannnt be used, use materials that, when installed, wi1) provide a match acceptable to Engineer iar the visual and functionai performance of in-placa mat�rials. Use materials that are not considered hazardous. C. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator oF the surf'ace to be cleaned. Do not use cleaning agents that are potentially hazardous to health or proper�y or that might damage finished surfaces, Use cleaning products that comply with Green Seal's GS-37, or if GS-37 is not applicable, use products that comply witl� the Califarnia Gode of Regwlations maximum allawable VOC levels. C�M Smiih Eegle Mnmttain WTP Clearwell TIo. 3 Rehab CONS'TRUC'CION SPECIFICATION ppCUMk;NTS City Project Na. 103Q48 July 2021 17 73 00 EXECUTION Page 5 of 12 PART 3 - EX�CUTION 3.1 EXAMINATIQN A. Existing Conditions: The existence and location of undergra�iid and other utilities and canstr�ctiot► indicated as existing are not guaran#eed. Before beginning sitework, investigate and verify the existence and locatiot�► of undergraund utilities, mechanical and electrical systems, and other construction affecting the Work. _: C. Q 3.2 1. Before construction, verify the location and invert elevation at points of connection of sanitary s�wer, storm sewer, gas service piping, and water-service piping; underground electrical services.; axld other utilities.. 2. Furnish location data far work related to Project that must be performed by puhlic utilities serving Project site. Examination and Aeceptazice of Conditions: Before proeeeding wiih eaci� component �f the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicatad, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 1. Examine roughing-in for mechanical and elec#rical systems to verify actual locations of corinections before equ�pment and fixture installaYion. 2. E�amine walls, floars, and roofs for suitable conditions where products and systems are t� be installed. 3. Verify compatibility with and suitability of substrates, including compatibility with existing fmishes or priiners. Written Report: Where a vvritten report listing eonditions detrimental to per%rmance of the Work is required by odier SectFons, inclucie the following: 1. Description of the Wark, including Specification Section number and paragraphs, and Drawing sheet number and detail, where applicable. 2. List of detrimental conditians, ineluding 5ubstrates. 3. List of unacceptable installation tolerances. 4. Recommended correctinns. Proceed with instal�a#ion only after unsatisfactory conditions have been corrected. Proe�eding with the Work iiidicates acceptance of snrf'aces anci conditions. PREPARATION A. Existing Utility Information: Furnish information to Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, ar other utility appurtenances located in ar affected by eonstauctian. Caordinate with authorities liaving j�arisciiction. B. FieId Measurements: Take �eld measurements as required to �it the Wark properly, Recheck measurements befare i.nstalling each product. Where portions of the Work are indicated to fit to other construction,. verify dimensions oi other constructian hy field measurements before CDivf Smitli Eagle Mountain WTP C[earwell No. 3 Rehah CQNS'PRUCTION SI'�CIPICATION DOCUMENTS City Projact Na. 103048 Iuly 2021 177300 EXECLTTION Page 6 of 12 fabrication, Coordinate fabrication schedule �vith construetion progress to avoid delaying the Work. C. Space Requirements: Verify space requirements and dimensions of items shown diagramtnatically on Drawings. D. R�view of Cantraet Documen#s and FieId Conditions: Immediately on discovery of the need for clarification of the Contract Documenis, submii a request %r information to Engi��eer in accordance to requirements in Section O1 33 00 "Submitials". 3.3 CONSTRUCTION LAYOUT A. Verification: Before praceeding to iay out the Work, verify layout information shown on Drawings, in relation to the groperty survey and existii�g benchmarks and existing conditions. If discrepancies are discovered, notify Engineer promptly. B. Engage a Iand surveyor experienced in laying out tlse �Vork, usi�ig the follawing accepted surveying practiees. 1. Establish benchmarks and contrnl points to set liiies and le�els at each story of construction acjd elsewhere as needed to locate each element of Project. 2. Establish limits on use of Project site. 3. Establish dimensions witliin tolerances indicated. Do not scal� Dtavvings to obtain required dimensions, 4. In%rm installers of lines and levels to whicla they must camply. 5. Check the location, ievel and plumb, of every major element as the VVork pragresses. 6. Notify Eng�iieer when deviations from rcquired lines and levels e�ceed aIlowable tolerances. 7. Close site surveys with an error of closure equal to or less than the standard establis�ed by authorities having jurisdiction. C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations. D, Building Lines and Levels: Locate and lay out contral lines and [evels for struc�ures, building foundatioiis, calumn grids, and floor levels, including those required for mechanical and elactrical work. Transfer survey inarkings and ele�ations far use witl� control lines a�id levels. Level foundations and piers fram fwo or more locations. �. Record Log: Mair�taiu a�og of layout cantrol work. Recard deviations from required lines a�id levels. Include beginning and ending dates and times af surveys, r�veather conditians, name aud duty of each survey pariy member, and types of instruments and tapes used. Make the log available for reference 6y Engineer. 3.4 FIELD ENGINEERING A. Identificatian: Qv,+�ier will iden#ify eacisting benclunarks, control points, and property carners. CDM Smith Eagle Mountain WTP Cleanvell No. 3 Rahab CONSTRUCT[ON SPECIFICATION DOCUMENTS City Project I�io. ] 03045 7uly 2021 17 73 UO EXECUTION Page 7 of 12 B. Reference Paints: Lacate existing permanent benchmarks, cantrol points, and similar reference points before beginning the Work. Preserve and protect pennanent henchmarks and control points during constructian operations. 2 I. Record benehmaric lc�cations, with horizontal and vertical data, on Projeet Reeord Documents. 2. Where the actual Iocation ar elevation of layout points cannot be marked, provide temporary reference points suffcient to locate the Work. 3. Remove temporary refer�nce points wlaen no longer needed. Restore marked construction to its originai condition. C. B�nchmarks: Establish and maintain a minimum of two permanent benchmarks on Project si#e, referenced to data established by survey control points. Comply with authortties having jurisdietion for type and size of benchmark. D. Certi�ed Survey: On eompletian af foundation walls, major site improvements, and other vvvrk reyuiring field-engineering services, prepare a certified survey showing dimensions, locations, arigles, and elevatinns of construction and sitework. �. Final Property Survey: Engage a land surveyor to prepare a final property survey sl�owing signifcant features (real property) for Praject. Include on the survey a certification, signed by land surveyor, that principal metes, bQunds, lines, and levals of Project are accurateIy positinn�d as shown on the survey. k�� A. Do not change ar reloeate existing benchmarks or control poiuts without priar wr'ttten approval of Eng.ineer. Repart lost or destroyed permanent bencl�marE�s ar control poir�ts pramptly, Repart the need to relocate permanent benahmarks or control points to Engineer before proceeding. Replace iost or destroyed permanent benclimarks and cvntrol points promptly. Base replacements on the original survey contral points. 5how boundary lines, monuments, straets, site improvements anci utiliti.es, existing improvements and significant �egetatio.n, adjaining properties, acreage, grade eontours, and the distance and bearing from a site eorner to a legal poin�. Recording: At Substautial Carnpl�Yion, hava th� f nal property survey recorded by ar with aufhorifiies having jurisdiction as the afficial "property sur�ey." 1NSTALLATION Locate the Work and compoiients of the Work accurately, in correct alignment and elevation, as indicated. 1. 2. 3. 4. Make vertical work plumb and make horizontal work level. Wliere space is limited, i�istall components to maximize space available for inaiiitenance and ease of rerr►oval for replacement. Cnnceal pipes, ducts, and wiring in finishec� areas unless otherwise indicated. Maintain minimum headroom clearance of 96 inches in occupied spaees and 9U inches in unoccupied spaces, unless other�ise indicated on Drawings. CDM 5mith Eagle Mvuntain WTP Clearwell No. 3 Reha6 CONSTRUCTION SI�ECIFICATION DOCUMENTS Ciiy Pmject No. ] 03048 July 2D2] 17 73 QO �X�CUTION Page 8 of 12 B. Comply with manufacfurer's vc�ritten insituctions and recammendations for installing products in applications indicated. C. Install praducts at the time and under canditi�ns that will ensure satisfactory results as judged by Engineer. Maintain conditions required for product perfarrnance until Substantial Completion. D, Conduct construction operations so no pa��t of the Work is subjected to damaging operations or loading in excess af that expected during normal conditions of occupancy af type expeeted for Projecf. E. Sequence tt�e Work and a11ow adequate clearances to aecommodate movement of construction items onsite and glacement in permanent locatians, �'. To.ols and Equipment: Select tools ar equipmeilt that �ninitniz� produetian ai excessive noise leve�s. G. Templates: Obt�in and distribute to the parties in�alved templates for Work speci�ed to be factory prepar�d aiid fieid insialled. Check Shop Drawings af other portions of the Work to coniirm that adequate provisions are made far �aaating and instaIling products to comply with indicatad requireinents. H. Attachment: Provide blocking and attachment plates and anchors and fasteners af adequate size and number to securely anchar eael� component in place, accurately located and aligned with otlier portions of the Work. Where size and type af attachments a�•e not indicated, verify size and type required for Ioad conditions with manufacturer. Mounting Heights: Where mounting ]reights are not indicated, mount components at heights directed by Engineer. Allow %r building inovernent, including therma] expansion and contraction. Coordinate installation of anchorages, Furnish sat�ing drawings, templates, and directions %r installing anchorages, includii�g sleeves, concrete inserks, anehor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. I. Joiiits: Make joints of uniform width. Where joint locations in expas�d Work are not indicated, arrange joi.nts for ihe 6est visual effect, as judged by Engineer. Fit exposed comiections tagether to form hairline joii�ts. Repair or remor�e and replace damaged, defective, or nonconforming Work. Comply with Section O1 '77 19 "Closeout Requirements" for repairir►g or remaving and replacing defective Work. 3.6 CUTTING AND PATCHIIVG A, General: EmpZoy skilled workers to petfortn cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete vvithout delay. CDM 5mith E�gle Mo.uiitain W7'P Clearwell No. 3 Rehab CONSTRUCTION SP�CIPICA'1'ION DOCUMENTS City Pmject Na. ] 030A8 luly 2621 17 73 0D EJ��CU�ION Page 9 0#' lZ L Cut in-pla¢e construction to pravids far installat�on of oiher components or parformance of other construction, anci subsequently patch as required to restore surfaces to their original condition. B. Existing Warranties: Remuve, replace, patch, ai�d repair mate�'ials and surfac�s cut or damaged during installatinn or cutting and pa�ching operations, by methods an� with materials so as not to void existuig wa.rranties. C. Temporary Suppart: Provide temporary support of Work to be cut. D. Protection: Protect in-place constructinn during cutting and patching to prevent damage. Provid� protection from ad�erse weather conditions far portions of Project that might be exposed during cutting and patching operations. E. Adjacent Occupied Ar�as: Wlter� ittterference with use of adjoining areas or intetruption of itee �assage to adjaining areas is unavoidable, caardinate cutting and patching in accardance u+ith requirements in Sectivn 01 11 00 "Summary of Vl�ork." F. Existing iltil�ty Services and MechanacallElectrical Systems: Where existing searvices/systems are required to be removed, relocated, or abandoned, bypass such ser�iceslsystems befare cutting to minimize interruption to occupied areas. G. Cutting: Cut in-place construction by sawir►g, dril�ir�g, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjnining construciion. If possible, review proposed pracedures witli original Installer; comply with original Installer's written recornmendations. 1. In general, use hand or small power tools d�signed For sawing and griuding, ❑vt hammering and chopping. Cut holes and slots neatly #o minimum size r�quired, and with minimum disturbance af adjacent surfaces. Temporarily cover openings when not in use. 2. Finished Surfaces: Cut or drill from th.a exposed ar finished side into coneealed surfaces. 3. Concrete: Cut using a cutting maehine, such as an abrasive saw or a diamond-core dri�l. 4. Excavating and F3ackfilling: Compl� with requirements in a�plicable Sectioi�s where required by cutting ana patching operations. 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Gap, va�ve, or plug and seal remaining partion af pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. 6. Proceed with patching after construction operations requiring cutting are complete. H. Paiching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patcli with durahle seams that are as invisible as practicable, as �udged by Engineer. Provide materials and comply with ittstallation requirements specified in other Sections, where applicable. 1. I�ispection: Wlzere feasible, test and inspect patched areas after completinn to demonstt-ate physical integrity of installation. 2. Exposed Finishes: Restore exp.osed f nishes of patched areas and extend finisl� restoration into retained adjoining construc#ion in a manner that will eliminate svidence of patching and refinishing. CDM 5mith Eagle Mpontain WTP Cleazweil No. 3 Rehab CONSTRUCTION 3FEC�PICATION DOCUMENTS City Project idn. 103Q48 Ju[y 2021 i � �3 ao EXECUTION Page 10 of 12 a. Clean piping, conduit, and similar features before applying paint ar other �nishing materials. b. Restore damaged pipe co��riiig fo its original condiiian. 3, Floors and Walls: Where walls or partitions that ara reino�ed extend one finished area into anothcr, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and ap�aearance. Remove in-place floor and wall cor�erulgs and replace w�th new materiajs, if necessary, to ach�eve uniform color and appearance. a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface cantaining the patch, corner to corner of wall and edge to edge of cei�ing, Provide additional coats until patch blends with adjacent surfaces. I. 3.'7 A, B. 4. Ceilings: Patch, repair, or rehang in-place eeilings as necessary ta provide a�i even-plane sut•face of uniform app0at-ance. 5. Exterior Building Enclosure: Pateh camponents in a manner #hat restares enclosure to a vveathertight condition and ensures therinal and moisture integrity of building enclosure. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oi1s, putty, and similar materiajs from adjaceni finished surfaces. COORDINATION OF OWNER'S PORTIQN �k` THE WORK 5ite Access: Pro�ide access to Project site for Ownar's canstruction personnel and Owner's separate contractors. Coordination: Coordinate const�•uction and aperations af the Work vwith waxk performed by Owner's construction persomiel and Owner's separate contactors. Consfiruction Schedule: Inform Owner of Contractor's preferred constrUction schedule for Owner's portion of the Work. Adjust con�truction schedule based on a mutually agreea6le timetable. Notify Owner if changes to sehedule are required due to differences in actual canstruction progress. Preinstallation Canferences: Tnclude Owner's eanstructian personnel at preinstallation canf�renc�s., co�aring portions of the �1�'ork that are to receive Owner's work. Attend prei�istallatioii conferences conducted by Owner's construction p�rsonnel if portions of tlie Work depend on Owner's construction. 3.8 A. PROGRESS CLEANING Clean Project site and work areas daily, including cammon areas. Enfarce requirements strictly. Dispos� of matarials Iawfully. Compl� with requireme�sts in NFPA 241 far re�no�al af cambustible waste materials and debris. CI�M Sinith Eagle Ivinuntain WTP Clearwell No. 3 Reliab CON5T12UCTIdN SPECIFICAT[qN DOCUMENTS City Project i�o. 103048 July 2Q2] 17 73 OD EXECUTION Page l l of 12 2. Do not hold waste materials mare than seven clays during norinal weather or three days if the temperature is expected ta rise above 80 deg F. 3. Containerize hazardous and unsanitary waste maierials separately from other waste. Mark enntainers appropriately and dispose of legally, according to regulations. a. Use cantainers intended for holding waste material� of type to be stared. Coordinate progress eleani��g far joint-use areas where Contractor and other contractors are working concurrently. B. Site: Maintain Project site free of waste materials and dehris. C. Wark Ar�as: Clean areas where Work is in progress to tha level of cleanliness necessary for proper e�ecuNon of the Wark. 1. Remove liquid spills promptly. 2. Where dust would irnpair proper execution of the Work, broom-clean nr vacuum the entire rvork area, as appropriate. D. Insialled W'ork: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer ar fabricator of product insta3led, using only cleaning materials specifically recommended. If speciiic cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed 5�races: lZemove debris from concealed spaces before enclosing the space. F. Expnsed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom fram damage and deterioration at time of SUbsfiantial Completion. G. Waste Disposal: Do nat bury or hurn waste materials on-site. Do not wash waste materials down sevvers or into waterways. Comply with waste disposa.l requirements in Section 01 50 00 "Temporary Facilities and Contrals." H. Daring haridIing and installation, clean and protect construction in progress and adjoining materials aiready ii� place. Apply �aroteeti�+e coveruig wl�ere required to ensUre protection from damage or deterioration at Substantial Comp�etion. I. C1eat7 and provide maintenance on completed canstruction as frequently as necessary thrnugh the remainder of the consiruction period. Adjust and lubricate operable camponents to er�sure operabiiity without dama�ing effects. Limiting Exposures: Supervise construction operations to ensure that no part of the canstruckion, completed or in progress, is su�ject to harmful, dangerous, damaging, or otherwisa deleterious exposure during the canstruction period. 3.9 STARTING AND ADJUSTING A. Coordinate startup and adjusting of equipment and operating components with requirements in Sectio�i O1 4S 17 "Ec�uipment Testing and Start Up." CDM Smifh Eagle Mountain WTP Clearwell Nv. 3 Rehab CONSTRUCTIDN Sf'ECIPICATION DOCUMENTS City Project No. 103048 Juky 2U2i ! 7 73 00 EXECUTI4N Page 12 of 12 B. C. D. E. 3.1U A. B. Start equiprnenf and operating components to confirm proper operatian. Remov� malf�nctioning units, replace with new units, and retest. Adjust equipment for proper operation. Adjust operating companents for proper oparation without bindutg. Test each piece of equipmeni to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipmeiit. Manufacturer's Field Service: Comply with qualification requirements in 5ection Q1 40 00 "Quality Reyuirements." PROTECTION AND REPAIR OF INSTALLED C�NSTRi7CTION 1'eovide fi��a� protection and main#ai�i conditions that ensure installed Work is without damage or deteriaration at time of Substantial Completion. Repair Work previously completed and s�bsequently damaged during construction pariod Repair to like-new conditron. C. Protection of Existing Items: Provide protectian and ensure that e�isting items to rernain undisturbed by construction are maintained in condition that existed at commencement of the Wark. D. Cornply with man�facturer's written instructions for temperature and relative humidity. END OF SECTION O1 73 QO CDM 5mith Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTI�N SPECIFICATION DOCUMENTS City Project No. 103fT48 luly 2921 U 1 74 23 CLEANj1VG Page I of4 SECTTON O1 94 23 CLEANING PART 1 � GENERAI�• 1.1 SUMMARY A. Sectian Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviati.ons from this City oiFort Worth Standard Speciftcation l. Modified 1.2.A.1 2. Added 1.2.A.2 3. Modifed 3.1�.D.2 C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0— Bidding R�quirements, Contract Forms and Conditions of khe Contract 2. Division 1— G�neral Requirements 3. Section 32 92 13 — Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYIVIENT PROCEDiJRES A. Measnrement and Payment 1. Work associated with this Item is included in ihe total lump sutn price. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operaiions so that dust and other cnntaminants disturl�ed by cleaning process will not faI] on newly painted surfaces. 2. Schedule final cleaning upon completio� af Work and imtnediately prior to final inspeetion. 1.� Si7BMITTALS [NOT IISED] 1.G ACTIDN SUBMTTTALS/INFOItMATIONAL SUSMITTALS [NOT USED] l..i CLOSEDi7T SIIBMITTALS [NOT U�ED] 1.8 MAINTENANCE MATERiAi. SUBMITTALS [NOT USED] 1.9 QIIALITY ASSIIR.ANCE [NOT USED] CiTY OF FORT WDRTH �agle Mountain WTP Clearwetl No. 3 Rehah C�NSTRUCTiON SPECIFICATION DOGUIV]�NTS City Project No. 103048 July 2p21 O1 74 23 CL�ANING Page 2 of 4 �.�o sToxa�E, �vn �ivnLnvG A. Storage and Handling Requirements 1. Store cleaniug praducts and cleaning wastes in contai.ners specifically designed for tliose materials. 1.11 FIELD [SITE] CONDIT�ONS [NOT USED] 1.1� WARRANTY [NUT USED] PART 2 - PRODUCTS �.1 OWNER-FiTRNISHED [oR] OWNER-SiTPPLIEDPRODUCTS [NOT USED] 2.� MATERIALS A. Cleaning Agents l. Compatibje with surface heing cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by inanufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QC�ALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT iTSED] 3.2 EXAMINATION [NOT IISED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIIt / RESTORATION �NOT iISED] 3.6 RE-INSTALLATI�N [NOT USED� 3.7 FrELD �on] SITE QUALITY CONTRUL [NOT USED] 3.8 SYSTEM STARTUP [NC]T USED] 39 ADJUSTTNG [NOT USED] 3.10 CLEANING A. General ]. Frevent accurrtulation of wastes that create hazardous conditions. 2. Conduct cleaning and dispasal operations to cotnply �vith laws and safety orders of go�erning authorities. CITY OF FORT WQRTH Eaglc Mountain WTA Clearwell No. 3 Rehab COMSTRUCT30N SPECIFiCATIOt�! DpCUMEI�TS City Yroject No. 103D48 Ju1y 2021 ot �a z3 CLLA%f[NG Page3 of4 3. Do not djspose of volatile wastes sucli as mineral spirits, oil or panit thinner in storm or sanitar}� drains or sewers. 4. Dispase of c#egradable debris at an approved saIid waste dispasaS site. 5. Dispose of nandegra�iabla debris at an approved solid waste disposal site ar in an aIternate manner approved by City and reg�1ator� agencies. 6. Handle materials in a controlled manner with as f�w handlings as possible. 7. Thoroughly clean, sweep, wash anci polish all Work and equipnnent assaciated with this project. $. Remove all signs of temporary construcCion and activities incidental ta construction of required permar�ent Work. 9. If project is not cleaned to the satisfaction of the City, the Csty reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. InfermediaCe Cleaning during Constructian 1. Keep Work areas clean so as not to hinder health, safety ar convanience of personnel in existing facility operations. 2. At inaximum weekly intervals, dispose af waste materials, d�bris and rubbish. 3. Confine construetian debris daily in strategically located container(s), a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum af once per rveek 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-need�d basis, until Final Acceptance. 5. Prior to storm events, thoroughly cl�an site af all Ioose or unsecured items, which may beeo�ne airborne or transported by flowing water during the storm. C. Inteeior k`inal Cleaning 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other fnreign materials fram sight-exposed surfaces. 2. Wipe ali lighting �xture reflectors, lenses, iamps and trims clean. 3. Wash and shine glazing and mirrors. 4. Polisl� glossy surfaces to a clear shine. Ventilating systems a. Clean pertnanent filters and replace disposable fiI#ers if units were operated during constructi�n. b. Clean ducts, blo�ers and coils if units were operated withoui fiIters during co��struction. 6. Replace all burned out lamps. 7. Broom clean process area floors. 8. Mop oifice and cantro] room floors. D. Exterior {5ite or Right of Way) Fina3 Cleaning 1. Remove trash and debris cantainers from site. a. Re-seed areas disturbed by location of trash aiid debris containers in aceordancti: witl� Section 32 �2 l3. CITY Or FORT WORTI-I Eagle Mountain WTP Clearwe[{ Nn. 3 Rehab CONSTRUCTIDN SPECIFICA7'TON DOCUit�IENTS City Project I�o. 103048 July 2021 O I 74 23 CLEANING Page4of4 2. Sweep flatwor[�, navia�, and roadway to rennove all rocks, pieces of asphalt, cancrete or any other objeeithat may hinder or disrupt the flow af traffic along the roadway. 3. Ciean any interior areas includuig, but nat limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maint�naiice of erosion facilities, a�id upozz approval by City, remove erosian control from site. 5. Clean signs, lights, signals, etc. 3.11 [NOT USED] E1VD OF SECTION Revision Lag DATE NAME SUMMA_RY OF CHANGE CITY pF FORT WORTH Eagle Mountain WTP Clearwell Np. 3 Rehab CQNSTRUCTCOIV SPECIFTCATION DOCUM�NTS City Project I�lo. 103048 Juiy� 2021 01 77 i9 CL09EOUT REQUIREMENTS Page 1 af 6 SECTION 01 77 19 CLOSE�UT REQUIREMENTS PART 1- GENERAL `�i�.`TIlu1��1\;i'1 A. Sectian Includes: 1. The procedure �or closing aut a contract, includin but not limited to the folSowin : a. Final Complefiion procedures h. Warranties B. Deviations from this City of Fort Worth Standard Speci�cation 1. Modified I.I.A.1 2. Modified 1.2.A.1 3. Added 1.2.A.2 4. Modified I3 5. Adcied S .5 —1.12 C. Related Specificati.on S�ctions include, but are not necessarily limited to: I. Division 0— Biddiug Requirements, Contract �onns and Conditions of the Contract 2. Division 1— Genecal Reyuirements 1.2 PRICE AND PAYMENT PROCEDtiRES A. Measurement and Payment 1. Work associated with this Tte�n �s included in the total luznp sutn price. 1.3 DEFIN�TIONS A. List of Incoinplete Items: Contraetor-prepar�d Iist of items to be completed or corrected, prepared for the Engineer's use priar to Engineer's inspection, to detennine if Work is substantially complete. 1.4 AD11IrIINISTRATIVE REQUIR�MENTS A. Guarantees, Bonds and Affidavits j, No application for final payment will be accepted until a11 guarantees�, bonds, certificates, licenses and af�idavits required for Work or equipment as specified are saiisfactorily filed with tlse City. B. Release of Liens ar Claims 1. No applicatia�� for final payment will be accepted until satisfactory evidence of release of liens has be�n submitted to the City. 1.� ACTION SUBMITTALS A. Contractor's List of Incompleie Items; Initial submitta� at Suhstantial Completion. B. Certified List of Incoinplete Items: Final submittaS at �'inal Co__mpletion. L6 INF�RMATIONAL SUBMITTALS [NOT USED] C1TY OI' FORT WORTH Eagle Mountain WTP Clea�vell No. 3 Rehab CONSTKUCTIflN SPECIFICA'I'IQi�] DOCUMENTS City Praject P}o. 103048 July 202 i at �7 �� CLOSEOUT REQUIREMENTS Page 2 of b 1.7 CLOSEOUT SUBMTTTALS A. Certificates ofRelease: Fram authorities ha�vin�jurisdiction. B. Certif cate of �nsurance: For continuin, co�era e. 1.8 MAINTENANCE MATERIAL SUBMTTTALS A. Schedule of Maintenance Material Items: For maiirtenance material submittal items re u�q_red by other Sections. 1.9 FINAL COMPLETION PROCEDURES A. Submittals Prior to Final Comt�letion: Bafare requesting final inspection for determinin� Final Completion, �om�lete the following` 1. Submit a final Ap�iicatian for Payment in accordance with 40 72 00 "General Conditians". 2. Certified List of Incomptete Itetns: Submit certifted co�, of En�ineer's Substantial Com letion ins ection Iist of items ta 6e cozn leted ar eorrected (punch lisi), end_orsed and dated bv Engineer. Certified ca�y of the Iist shall s#ate that each itern has been com ]eted or otherwise resolved for acce tance. 3. Certificate of Insurance: Subnnit evidence af final, continuin� insurance coverage com�Iving with insurance requirements. 4. Submit Final Completian phato�raphic documentation. B. Inspection: Submi# a written request far finaI inspection to determine acce tance a mrnimum of 10 da s rior ta date the Work wi11 be cnm leted and read for fiiial inspection and tests. On receipt of request, Engineer wi�l either proceed with itispection or noti Contractor of uufulfilled requirements. En�ineer will prepare a�inal Certificate for Pa ment after ins ection or will noti Contractar of construetion that must be com leted or corrected before certificate will be issued. Request reinsqection wh�n the Wo.rk identified in previous iiisp�ctions as �ncomplete is completed or corrected. 1.1U LIST OF INCOMPLETE ITEMS C. Or�anization of List: Include name and id�ntification of each sgace and area affected bX construction operations for incomplete items and items needing correction includin� necessary, areas disturbed bv Contractor that are outside the limits of constxuction. Organize list of spaces iu sequential order, startii�g witl� exterior areas first and proceeding fram lowest floor to highest floor, listed by room or�ace number. Or anize items a I in to each s ace b ma'ar element includin cate ories for ceilings� individual walls, flaors, equiptnent, and building s sty ems. Include the followin information at the to of each a e: a. Pro'ectname. b. Date. c. Name of �n i� d. Name of Conti•actor. e. Pag� num6er. CITY QF FORT WOATH Eagle Mountain WTP Clearwell No. 3 Rehab CQNS'TRUCTIpN SPECIPlCAT10N DOCUMENTS City Project I�n. 103045 July 2Q21 oi �� ig CLO5EDUT REQUlREMENTS Paga 3 of 6 Submit list of incomplete ite�ns in the Fojlowing format: MS Excel Electranic File. En�ineer will re�urn annotated fiile. 111 SUBMITTAL OF PROJECT WARRANTIES A. Tima of Suhmittal: Subinit writtex► warranties on request of En�ineer far designated �ortions af the Work where warranties are indicated to commence on dates other than date of Substantial Com letion or when dela in submittal of warranties mi hi limit Owner's rights under warrant�. B. Partial Occu anc : Submit ro erl executed warranties within 15 da s of com ietion of desi n�portions of the 'Work that are completed and occupied or used by Ow+ner during construction periad by separate agreement wi#h Contractar. C. Organize warrantv documents intv an orderly sequcnce based on the table of contents of Project Manual. D. Warrantv Electronic File: Provide warranties and bonds in PDF` fo_._rmat. Assemble com lete warran and bond submittal acka e into a sin le electronic PDF file witl� boakmarks enablin� navi�ation to each item. Provida bookmarked table of contents at be�inning of document. Submit on di ital media acce table to En ' eer b u loadin to web-based �raject software site. E. Warranties in Paper Form: Bind warranties and honds in heavy-duty, three-rin,�, vinyl-covered, ioose-leaf hinders thickjness as necessar to accommodate contents and sized to rece�ve 8- 112-by-ll-inch paper. Provide hea a er dividers with lastic-co�ered tabs for each se arate warrailty. Mark tab to identify die_product ar install�tion. Pravicie a typed description of the product or installation, ineludin� #he iiame of the product and the name, ac�dress, and t�lephon� number of Installer. Identifv eacls hinder on the front and spine with the tXped or printed title "WARRANTIES," Project name, and name of Cantraetor. Provide additaanal copies of each vvarranty to include in operation and maintenance manuals. PART 2 - PRODUCTS [NOT U�ED} PART 3 - EXECUTION 3.1 INST.ALLERS [NOT USEDj 3.� EXAMINATIf)N [NOT USED] 3.3 PREPARATION [NOT USED] CITY OF FORT WORTH Eagle Mountain WTP Clearwell Na. 3 Reha6 CONSTRUCT[ON SPECIFICAT{01d dOCUMBNTS Gity Project No. 103[}48 July 2021 U1 77 19 CLOSEOUT REQUII2EMENTS Page 4 of 6 3.�1 CLOSEOUT PROCEDIIRE A. Prior to requesting Final Inspection, submit: 1. Project Record Dacuments in accordance with Section 01 78 39. 2. �p�raYion and Maintenance Data, if required, in accordance with Section O1 78 23, B, Prior to requ�sting Final Inspection, perform final cleaning in accordance with Section O1 74 23. C. FinalInspection 1. After final cleaning, provide natice to the City Project Representative that the Work is coznpleted. a. The City will make an initial Final Inspecti�n with the Contractor present. b. Upon completion of this inspection, the City will notify th� Cantractar, in writing within 10 business days, oian� particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving. written notice from the Cit�, immediately unde�take the Work reguired to ramedy deiaciencies and complet� iihe Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this natice, the City, in the presence of the Contractar, will make a subseqUent Final Inspection of the project. �. Provide all special accessories required to place each item of equipment in ful] operation. These special accessory items inclucie, but are not Iimited to: a. Specifiied spare parts b. Adequate oil and grease as required fbr the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. �'uses f. Vault keys g. Handwheels h. Other expendable items as required for initial star�-up and aperat�on of al] equipinent D. Notiee of Project Completion I. Once the Engineer finds the Work subsequent to Fina1 inspection to be saiisfactory, the City will issue a Notice of Project Coinpletion (Green Sheet), E. Supporting Documentation Coordinate with the Engineer to eomplete the follawing additional forms: a. Final Payment Request b. State�nent af Confiract Tirne c. Affidavit of 1'ayment and Release of Liens d. Consent of Surety to k'inal Payment e. Pipe Report (if reyuired) f, Cantractor's Evaluation oiCity g. Performance. Evaluatior► of Contractor F. Letter of Final Acceptance CITY OF rOAT WORTH Eagla Mountain WTP C3earwell t1o, 3 Fieha6 CONSTRUCTIQN SFECIF[CATION DOCUMENTS City Project No. ]03048 .Tu�y 2021 o� 7� i9 CL05EOUT REQi]iRGIvi�NSS Page 5 of6 1. Upon rev�ew and acceptance oiNotice oiProject Completion and Supporting Documentation, in accordance witli General Couditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.� REPAIIt / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT U�ED} 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT T7SED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [N�T USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 31� PRO'T�CTrON [NOT USED] 3.13 MAINTENANCE [NOT USED] 314 ATTACFIMENTS [NOT USED] END OF SECT�ON CITY OF FORT WORTH Eagle Mountain WTP Clearwe[I Np. 3 Rehab CONSTRUCTION SPBCLF'ICATION DOCUIWIENTS City Project No. 1D3D48 July 2021 01 77 19 CLOSEOUT REQUIREMENTS Page 6 of 6 THIS PAGE INTENTIONALLY LEFT BLANK CITY OP FORT WpRTH Esgle Mountain WTA Clearrvel] No. 3 Rehab CONSTRUCTION SPECIPICAT[ON DqCUMENTS City Projeci AIo. 1U3048 7uly 2021 u� �e sg PROJECT RECORD DOCUMENTS Page i of6 SECTION O1 '�8 39 PROTECT RECORD DOCi.JIVIENTS PART 1- GENEItAL 1.1 SUMMARY A. Section Inclucies: 1. Work assaciatecl with the documanting the project and recording ehanges ta praject dacuments, including: a. Record Drawir�gs b. �ecifications c. Addenda d. Ckan�e Orders and other Modifications to the Contract e. Engineer's Field Orders or wriiten instructians f. Appraved Shop Drawings, Working Drawings and 5ample_s g. Field Tes# Reports h. Canstruction photo r�aphs B. Deviations from this City of Fort Worth Standard Specification l. Modi�ed 1.1.A.1 2. Madified 1.2.A.1 3. Added 1.2.A.2 4. Added 1.S.B 5. Modified 1.10.A 6. IVlodified 3,4.A C. Related Specification Sections include, bu� are not n�cessarily [innitec! to: 1. Division 0— Bidding Requirements, Contract Forms and Canditions of the Contract 2. Division 1— General Reyuirerne�its 1.� PRICE AND PAYMENT PRf]CEDURES A. Measureinent and Payment 1. Work associated with tliis Item is included in the total lump surn price. 1.3 REFERENCES [NOT USED] 1.4 ADMINTSTRATIVE REQi]IREMENTS [NOT USED] L� SUBMITTAL� A. Prior to submitting a request for Final Inspection, delivar Praject Record Documents to City's Projeet Represantative. B. Accompanv submittal with transmittal letter in ciuplicate, containin� I. Date. C�TY pF F`ORT WORTH Eagle Mauntain WTP Clearwell No. 3 Rehah CONSTRUCTION SPECiF3CATIQN DOCUMENTS City Praject No. 103048 .f[�ly 2Q21 Ol 78 39 YROJECT RECORD DDCU[vICNTS Page 2 of G 2. Project title aiid number. 3. C.ontractor's name and address. 4. Title an� number af each Recard Document. 5. Signature of Contrac#or or his authorized representative. 1.6 ACTION SUBMITTALS/INFQRMATIONAL SUSMITTALS [NOT USED] 1.7 CLOSEOUT SUBNIITTALS [NOT USED] 1.8 MAINTE11iANCE MATERIAL SiIBMITTALS [N OT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coardinate changes witl�in fhc Recnrd Documents, making adequate and prap.er entries on each page of Speciiications and each sheet of Drawings and other pocuments where such entry is raquired ta show the change proparly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents nnay rely reasonably on infnrmation obtained from the approved Projact Record Documents. 3. To facilitat� accuracy of records, make entriss within 24 haurs after receipt of information tl�at the change has accurred. 4. Provide factual information re�arding all aspects ofih� Work, both concealed and �isible, to enable future madification of the Work to proceed without lengthy and expensi�e site rneasurement, investigation and examination. 1.10 ST�RAGE AND FIANDLING A. Storage and Handling Requirements 1, Store recard documents and samples in Contractor's �eld ofF'ice apart from documents used far canstruction. 2, File documents and sam�les in accordance with CSIICSC format. 3. Maintain tha job set of Record Do�uinents completely protected from deterioration and from loss and damage until campletion o�the Work and transfer of all reeorded data to the final Project Recard Do�uments. Do nat use record documents for constructian purposes, 4. In #he event of loss af recorded data, use means necessary t� again secure the data to the City's approval. a. In such case, pravide replacements to the standards originally reyuired by the Contract Dacuments. 5. Maka documetats at7d samples a�aila6le at a�l times for inspection by the Engineer. 6, As a prerequisite for monthl�pro re�ss �avments, tlie Cantractor is to exhibit the currentl u dated "record documents" for review b the En ineer and the Ci . 111 FIELD [�ITE] CONDrTIONS [NOT USED] 1.I2 WARR.ANTY [NOT USED] PART 2 - PRODUCTS C1TY O�' FDRT WORTH Eagle Nlountain WTP Clearwell No. 3 ReMab CQNSTRUCTION SPECIPICATIQN DOCUMENTS City Prajeck No. ] 03048 duly 2021 017839 YROlECT RECORD DDCUMENTS Page 3 of 6 �.1 OR'NER-FURNISHED [ou] OWN�R SUPPLTED PRODUCTS [NOT USED] 2.� RECORD DOCUMENTS A. Job set 1. Pramptly following receipt of the Notice to Proceed, secure frorn the City, at no charge to the Contractor, 1 complete set of all Documents camprising the Contract. B. Fi�nal Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the CiTy 1 complete set of all Final Recard Drawings in the Contract. 2.3 ACCESSORiES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT iTSED] PART 3 - EXECUTION 3.1 INSTALLERS jNOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT IISED] 3.4 MAINTENANCE DOCUNIENTS A. Maint�nance af 1oh Set 1. Immediately upon receipt oithe job set, identify each afthe Dacuments with the title, "RECORD DOCUMENTS - JOB SET". 2, Pres�rvatian a. Considering the Cantract campletion time, ihe probable number of occasions upon which the jab set must be taken out for new entries and for examination, and the canditions under which these activities will be performed, devise a suitabie method for protecting tlne �ob sat. b. Do not use the job set for any purpose except entry of n�w data and for review by the City, until start of transfer af data to final Project Record Documents. c. Maintain �lie job set at tha site ofwork. iTnload a co� of job set monthlv to the dedicated ro'eetfolder an BIM360. 3. Coordinatian with Construction Survey a. At a minimum, in accordance with the intervals set forth in Sectian O1 7l 23, claarIy mark any de�iations from Contract Dncumants associated with installatinn of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. I) All under round i in with elevations and dimensions. Chan es fio i in location. Harizontal and vertical locations of �ipe fittin�s, under r� utijities and a�ur�enances, referenced to permaz�ent surface improv_ements. Actual ins#alled Qipe material, eiass, etc. 2) Field clian es of dimension and detail. 3) Changes made bv Field Order or by C1lange ��•d�r. �) Details not on ori inal cantract drawiu�5• S) E ui ment relocations and i in . CITY OI' FORT WDRTH Eagle Mountain WTP Cleanvell No. 3 Reha6 CONSTRUCTIQN SP�CIFICATI�N DOCUMENTS City Project No. 10304$ July 2U21 Ol '78 39 PRC3]ECT RECORD DOCUMENTS Page 4 of 6 6. Use an erasable colored penciI (not ink or indelible pencil}, clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attentian ta the antry by a"cloud" drawn around the area or areas affected. e. In the event af overlapping changes, use diffetent colors for the overlapping changes. S. Specifications and Addenda — le i�blv mark eaeh Section to racord: a. Manufacturer trade name catalo number and Su lier of each Product and item of equipment actuallv installed. b. Chan �s made b Field Order or b Chan e Order. 6. Shop Drawin�(after iinal review and a�proval� a. One set of electranic record drawin s for each ieee of e ui rnent i in eleotrical s, stem and instrumentation s sv tem. 7. Conversion of sche�natic layouts a. In some cases an the Drawings, arrangements of conduits, circuits, piping, ducts, and siinilar items, are shown schematically and are not intended to portray precise plrysical layout. 1) Final physical arrangement is determined by the Contractor, subject ta the City's approval. 2) However, design af future modi�cations of the facility may r�quire accurate information as to the final physical layout of items wliich are shawn only schematically on the Drawings, b. Shaw on the job s�t of Record Drawings, by dimension accurate to within 1 inch, the centeriine of each t•un of it�ms. 1) Final physical arrangement is determined by tlie Conttactor, subject to the City's approval. 2) Shaw, by syrnbol or note, the vertiaat location ot'the Item ("under siab", "in ceiling plenum", "exposed", and the like}. 3) Make all ideiitification sufficiently descriptive that it may be related reliably to the Specifications. c. The Gity may �vaive the requirements far convers�on af schematic layouts where, iq the City's judgment, con�ersion serves no useful purpose. Howe�er, do not rely upon waivers being issued except as specifically issued in writing by the C.ity. B. Final Project Reeord Documents 1. Transfer of data to Drawings a. CarefuIly traiYsfer change data shown on the job set of Reeard Drawings to tha carresponding fmal docurnenfis, coordinating t(ie changes as required. b. Clearly indicate at each afFected detail and other Drawing a full description of changes made during canstruction, and the actUal locat'ron of items. c. Call attention to each entry by drawing a"cloud" around the area or areas affected, d. Make changes neatly, consistently and with the proper media to assure loi�gevity and clear reproduction. 2. Transfer of data ta a�lier pocuments a. If the Documents, other than Drawings, ha�e been kept clean during pragress of the Work, aild if entries thereon have been orderly to the approvaj af t�ae City, the job set of those Dncuments, otl�er than Drawings, will be accepted as final Record Documents. CITY qF FORT WORTH Eagle Mountain WTP Clearwell No, 3 liehab CONSTRUCTIDN SPECIFICA'TION DOCUMENTS City Project No. 103048 July 2021 O1 78 39 PROJECT RECORD DOCUMENTS Page 5 of 6 b. If any such Document is not so appra�ed by the City, secure a new copy of that Document from the City at thc City's usual charge far reproductian and handls��g, and carefully transfer the change data to ths new co�y to the approval of t#�e C it�+. 3.� REPAIR 1 RESTORATTON [NOT IISED] 3.6 RE-INSTALLATION [NOT USED] 3.i �IELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [N�T USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 31� PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USEDJ 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision �,og DATE NAME S[1MMARY OF GHANGE C1TY OF FORT WDRTH Eagle Mountain WTP Clearnell No. 3 Rehab CONSTRUCTiON SPECIF�CATTON DQCUMCHTS City Praject No. 103048 luly 2U21 OI 7$ 39 PROJECT RECpRD DQCIJMCNTS Page 6 df 6 THIS PAGE INTENTTONALLY LEFT BLANK C1TY o� PORT WQRTH Eagle Mountain WTP Clearwcl] No. 3 Rehab CONSTRUCTId1� SPCCIF]CATION DpCUM�NTS City ProjectNd. 103048 July 2021 01 88 19 TIGHTN�SS TESTING PBRF4RMANCE REQUIREMENTS Page 1 of6 SECTION Ol 88 19 - TIGHTNESS TESTING PERFORMANCE REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplemeniary Condit'rnns and Division O1 Specification 5e�tions, apply to this Section. ��rr�►�i►�r.�:a•� A. Section Includes: 1. Tightness testing of cast-in-place reinfarced concreta li�uid retauiing structures. B. Related Requirements: l. Section 03 01 00.6I "Concrete Tank Repairs" for concrete repairs and coatings. 2. Section 33 13 13 "Water Storage Tank Disinfection" for disinfection af potable water facilities. 13 PRETESTING MEETINGS A. Pret�sting Conference: 1. Discuss: 2 a. Testing methods to be used. 6. Measurement of precipitation and evaporation. c, Pre-testing preparations. d. Water $lling at�d disposal operations, including coordinatian with �wn�:r. e. Cleanup activities. £ Emergency actions, in case they are requsred. g. Procedures necessary to obtain a speciiied special warranty. Attendees: a. b. c. d. Owner. Resident Engineer. Contractor. Engineer. 1.4 INFORMATIONAL SUB1Vi1TTALS A. Submit in accordance with Section O1 33 00: CDM 5mith Eagle Mountain W'iP Clearwell No. 3 Rehab CONSTRUCTION SPECIFICnTION DOCilMENTS City Projeat No. 103048 ]uly 2021 O1 88 19 TIGH'I'NESB TESTING PERFORMANCE REQUIRENI�NTS Page 2 of 6 1,5 A. 1. Action Plan: Submit a detailed plan and schedule for each structure, vvhich shows method of Filling, testing and disposal af water. 2. Repair Procedures: Suhmit for acceptance the propascd repair methods, materials, and modifica�ions needed, if structure does not meet tightt�ess testing. 3. Test Reports: Suhmit a completed Tightness Test Report, Figure A, appended at the end of this Section of each test for each structure. FIELD CONDITIONS Coardinate timing and procedures for obtaining water for testing, structure testing, and water disposal with the Engiileer and Owner a minimum of 30 days in advance oF actual testing. B. Water Source: 1. Use plant process water or potable water for t�sting. Obtain water at a time, flow rate, and location approved by Owner. 2. Pravide labor, materials, equipment, incidentals, and power required to conv�y water to the structure. C. Water Disposal: I. Dispose of test water in an approved tx�annar. Do not dispose b� discl�arging onto the ground surface of public or private land. 2, Coc�z•dinate dispasal oi test water by reintroduction into the Plant process at a time, flow rate, and locatian with Owner. 3. Pravide labor, materials, equipinent, ineidentals, and power required to con�ey water from the structure. D. Environrrsental Conditio�ts: Do not schedule test measurements for a period when the �+eather farecast indicates a substanYial cliange in weather patterns that wauld affect testing. Do not schedule test measurements when weather forecast indicates water surface wauld be frozen 6efore test is completed. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECLITION 3.1 GENERAL n I: Parform tightness testiiig of cast-in-place reiuforced concz•eta liquid retaining structures conforming to ACI 350,1 and as specified herein. Perform tightness tests following concrete regair and elastomeric caating in order to pe��nit observatian and detectiajj of leakage points. CDI�A Smith Eagle Ivlountain WTP Clearwell No. 3 Rehab CONSTRUCTION SPSCIF]CATION DDGUMENT3 City Project Na. 1Q3048 J�ly 2D2! Ul &8 19 TIGHTTTESS TESTING PEI2FORMAI�lCE REQUIREMEI�I�S Page 3 of 6 3.z P��,�xATroN A. Remove sail, mud, debris and all other contaminants from structures priar to initiating tightness tests. Fluslt floor and sumps with water to provide a clean surface that is ready for testing. B. Prior to testiaag, temporarily seal or bulkhead inlet and autlet pipes noY required ta be operational for testing procedures. C. Confirtn that valves, slide gates and watertight access doors are completely clased. Repair and reset seals tl�at do not completely close or leak. Test valves, s�ide gates, and watertight access daors for leakage in accordance with requirements of respec�ive Sections as part aFthe preparation far final tightness testing under this Section. 3.3 EXAMINATION A. Examine structures to be tested for potential leakage paths including cracks, �oids, honeycombs, and unsealed joints. Repair such paths to prevent leakage prior to testing. B. Proceed with testing only after wnsatisfaciory conditions have bsen coxrected. 3.4 TESTING PRQCEDURES A. Testing. Conclitions: 1. Da uot be.gin fillii�g of'reinforc�d concrete structure until concrete elements of the structure have attained specified design slrength, bu# not less than 14 days after placeinent of all concrete elements. 2. �'ill reinforced canerete strucfiare not exceeding a rate of 4 feet per 1 haur. 3. To minimize r�vater absarption by concrete during testing, fi11 reinforced concrete structure to maximum operating water surface level and maintain water at that level %r at least 3 days, prior to beginning #ightness tests. Observe the exterior surfaces o� the structure in both the early mornings and late afternoons during 3 days prior to tightness �esiing. Note any water observed on t�ae structure eXterior surfaces. B. Testing Procedures: 1. Test Duration / Test Period: At least the time required to �ower the water surface 1/2 inch, assuming a loss of water at the ma�cimuzn allowable rate, but not longer fhan 3 days. 2. Measure water suriace elevations at 2�}-hour intervaIs. The vertical distance to the water surface shall be measured io within 111 G inch fram a fixed paint on the structure above the wafier surface. Measure water surface elevations at the same locations nat jess than two locations at 180 degrees apa��t and preferably at four locations, 90 degrees apart. Record water temperature 18 inches below water siirface when taking the first and lasi sets of ineasurements. a. ilse methods to determine amount of precipitation or evaporation as approved by the Engineer. CDM Sntith Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTION SPECIFICATION DOCUtNEI�iTS City Project No. 103048 .Tuly 2Q21 OI 8S ['9 TIGHTNESS TESTING P�R�'ORMANCE REQTJ]REMBNTS Page 4 of 6 C. 3.5 A. B. 3. Compute percentage of vwater volume Ioss based on measured change in water surfac� elevation, area of the horizontal water surface, initial wa�er volume, and correction for precipitation or evaporation where applicable. 4, Restart test when test measurements become unreliable due ta uriusual precipitation or other external factors. Reports: Prepare and submit as referenced in this Section. ACCEPTANCE Estimates af gate, valve and door leakage will not be allowed as adjustanents to the measured structure Ieakage. Following conditiions are considered as nat meeting the criteria fnr accep#ance, regardless of actual Io�s of water volume fram tbe structure: 1. Gro�andwater seeping or flowing into the structure thraugh floors, walls, or wail-floor jaints. 2. Structares which exhibit seeping or tlowing water fram joints, cracks, voids, honeycombs, or irom beneath the foundation. 3. Damp spots on concrete surfaces. 4. Moisture can be deposited on a dry hand-held against the exterior surface af the sfiructure. C. Tightness of conerete tanks and structur�s will be considered acceptable when the conditions of conditions includ�d in paragtaph above are not present and when lo.ss oiwater volume does not exceed O.I percent of the startit�g voiume per day, 3.6 REPATRS AND RETESTiNG A. 5tructures failing the tightness test and not exhibiting visi.ble leakage may be retested after an additional sta6ilization period of 7 days, Structures failing this second test shall be repaired prior to further testing. Repairs include appl�ing additional elastameric coating per bid additives #1 and #2. B. C. D. 3.7 A. Retest repaired structures until the structur� meets all requirements. Repairs aaid ret�sting nf structures sl�all be accomplisl�ed herein or as approved by the Engineer. Retesting of structures shall be accomplished at ua additionai cosi to the Owner. SCHEDULE Tesi following str�ctures for #ightness: 1. Clearwell No. 3 CbM 5roith Eagle Mowtitain WTF Ciearwell No. 3 Reha6 CONSTRUCTION SPECIPICATIqN DOCUMENTS City Project I�o. 103D48 7uiy 2021 O1 88 19 T4GHTNESS TESTING PERFORMANCE REQUIREMETITS P�ge 5 of 6 END OF SECTION Ol 88 I9 CDM 5mith Eagle MounEain WTP Clearwell No. 3 Rehab CONSTRUCTIQ3V SPECIF'ICATIOT�! DOCUMENTS City Project NQ. 14304$ ]uly 2021 D1 88 14 TIGH'1'NESS TESTING PERFORMAIVCE REQUIREMENTS Page 6 of b FIGURE A TIGHTNESS TEST REPQRT PROJECT STRUCTURE * Allowable loss of wafer v�lume Measured loss of vvater volume SUBMITTED BY TEST DATES percept in 24 hours percent in 24 hours TEST READINGS Water Temperature at Start �� degrees F Water Temperature at End [ � degrees F Operating Water 5urfaee Le�el Water Surface Elevatian Entry Date** Time Lacatian 1 Location 2 Location 3 Lacation 4 Initials** 0 1 2 3 4 5 Change in level difference between en 5 and ent 0 Averags change in level sum af chan e in 1�ve114 Careection for precipitation/evaparatian Carrected change in le�el = CL = Measured percen# vvater lass in 24 hrs. _ (CL) x(surface area�(10�� initial water volurne (number of test days) Notes and FieId Observations ** '� Attaoh a sketch showiug a plan of structure and measurein�nt locations. '��` Place date and initials at the beginiiing of each entry. END OF TIGHTNESS TEST REPORT �'ORM CDM Smith Eagle Mounlain WTP Clearwe]] No. 3 Rehab COA1STRiIGTIDN SP�CIl�1CAT10N BOCUNC�I�TS City Praject No, 103048 July 2021 A�v�sIl�r� �3 Co�cre�� 7��[�S �PAGIE �l�'�'�E�TTI��TAI�i�� ]LE�'� �L.AI�T� 03 ut oo.6t CONCRETE TANTC REPAIRS Page 1 of 12 SECTION 030100.61 - CONCRETE TANK REPAIRS PART ] - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisjons of the Contract, including Geiieral and Sup.plementary Conditions and Divisian O1 S�ecification 5ections, apply to this Section. 1.2 SUMMARY A. Sectian Includes: 1 2. Concrete tank repairs: a. Removal ai �xisting concrete. h. Surface prsparation. c. Reinforcing bars. d. Repair moriar. e. Hydrophilic waterstop. f. Elastomeric coating installation. g. Epoxy coating of rveldediuncaated steel. Delegated design. Re%rence Part 2.1 for additional requiraments. B. Related Requirements: 1. Section 01 &8 19 for tightness testing of liquid retaining structures. 13 ACTION SUBMITTALS A. Product Data: For �ach type of product. I .4 1. lncluding manufacturers printed perfor�nance criteria, product life, working time after mix�ng, surface preparation and applicatian recommendations and procedures, curing, and valatile organic compound data. 2. Storage requirements including temperature, humidiTy, and ventslation. DELEGATED DESIGN SUBMiTTALS A. Slsop Drawings: l. Include construction details, material descriptions, dimensivns of individual components and profiles, and fin.ishes %r: a. Repair mortars or concrete mix design. CDM Smith Eagle Mountain WTP Clearwell No, 3 Reha6 CONSTRUCTION SPECIF�CATION I�OCUII�NTS City Project No.103048 July 2021 03 O1 00.( I CONCRET� TANK REPAIRS Pa$e 2 of 12 2 b, �lastomeric caating. c, Hydroplviic waterstop, d. Epoxy coating. Steel Reinforcement: At a minimum replace reinforcement in-kind. Reinforcement is �ennitted to be field c�t. I.5 1NFORMA`CIONAL SUBMITTALS A. Qualification Data: For delegated design Engineer, manufacturer, and installer. B. Aroduct Certificates: Notarized certificate for each repair material stating that product meets requirements of this S�ction and has manufacturer's current grinted literatuare nn product package or container. 1.6 A. B. C. D. E. QUALITY ASSUR�NCE Delegated Design Qualifications: Professional Engineer registered in the State of Texas. Refer to Section O1 4d 00 for additional Delegate Design requi�•ements, Manufacturer Qual'rfcations: Company with a minimum of IO years' documented experience and having an ongoing progratn to train, cer�ify, and technicalIy support installers. Installer Qualifications: An entity or individua] who are certifiedlauthorized installers and supervisor� r�ho are trained and approved by manufacturer. Contractor's Supervisor: Having attended a training program sponsored by manufacturer supplying project approved materials, Testing Agency: Engage a qualified testing agency to perfarm tests and inspections. F. ManufaetLirer's Field �ervice: Engage a factory-authorized service representativa to inspect materials, components, asse�nblies, and installatinn thereof, if required. 1.7 D�LIVEI�Y, STORAGE, AND HANDLING A. Delivery of Materials; Deliver materials in original, new, anc� unopened packages and containers clearly labeled with infot-mation referez�ced in Division OI and the following information: 1. Manufacturer's stock number and batch number. 2. Date of manufacture. 3. Expiration or use-by date. B. Storage of Materials: 1. Store anly approved inaterials on site. CDM 5mith Eagle Mountain WTP Clearwel] No. 3 Rchab CONSTRUCTJQN SPECIFICATIQN DOCUMENTS City Project Na. 1fl30�+8 7u1y 20�1 03 O1 Ofl.61 1.8 FIELD CONDITiONS CONCRETE TAI�fK REflA1R5 Page3ofl2 A. Con�onn to temperatures and other environmental factors as stated within manufacturer's publisheci installation instructions for storage, su6strate conditions, applicatian, curing, and ather procedures required by work afthis Section. 1.9 WA.aRANTY A. Special Warranty; Submit manufacturer's and installer's written vwarranty agreeing to repair or replace components tl�at fail accorciing to fallnwing and within speci�iad warranty period. 1. Contractor shall provide an uncanditional warranty that the repair and appurtenances are free fram design, material, or workmanship defects during the warranty period. Repair or replace defecti�e materials or warkmanship at no additional cost ta th� Or�vner within 45 c�ays of the City cantracting the Contractor. 2. Cjty and Contraetor shall conduct a�nal tank inspection on 23ed inonth after fnal acceptance. Inspection persanuel shall include Contrac�or's technical representative, the City, and the �ity's inspector. 3. After inspection, Contractor shall furnish a written report to the City describing tank conditions and associated appurtenances. 4. Complete any remediaj work necessary withiii 45 days of final inspection date. 5. Watranty Perioci: Two years from date of Substantial Completinn. PART2-PRODUCTS 2.1 SYSTEM PERFORMANCE A. This Section is written as a Performance Specification. 1. It i� not the intent of this Section to specify all details of design, fabrication, constrUction, and opera�ion. Contractor shall have ultimate responsibility for engineering, design, vc+orkmanshi�, materials, construction, installation, satisfactary testing, and operationa! performance ior a31 it�ms and accessaries in Contraet Documents. 2. Provide required equipment and incidentajs, whether specified or not, to praduce a fully operational facility. 3. Engineer's acceptance of Contractor's design and other submittals shall not relieve tha Contractar af the above responsibilities. It is the intent of this Section that the system consists of a combination of standard units with reiinements as required. B. Tl�e f�llowing scenarias are included in tl�e scope of work of fhis Section and other Sections. Reference Drawings and Speci�icafions for additional minimal requirements: Repair Requirejnents (Appendix A— Details A, S, and C): a. Removal of deteriorated/spalled concrete near outFall pipe. b. Welding of existiug steel silt-stop to o�tlet pipe. c. Epoxy coating af weldedluncoated steel at silt-stop. d. Installatian of hydrophilic waterstop. CDM 5mith �agle Mountain WTP Clearwell No. 3 Reliab CqNSTI2UCTLON SP�CII'ICATION DpCUMENTS City Project No. 103048 Jufy 2421 03 0 i 00:61 CONCRETE TANK REPAIRS e. f. �• h. i. C 0 2.2 Page 4 of 12 5urface preparation and placement of repair mortar or low w/cm concrete at removal area. Installation of cant strip around tank circumference. Installation of elasta�neric coating sysfiem {surface watersto.p) at partial r�vall height, curb, and antire floor area. Liquid tightness testing. Removal of liquid tightness testing water. L1s� materials in compliance witl� state and local regujations. Use materials where completed system is in compliance with ANSIINSF 61 requirements for potabl� waier and af�er 30 days is non-taxaic and fre� of taste and ado.r. MATERIALS A. Horizontal Repair Mortars - Palymer-Modified Portland Cement Mortar: 1. Two-component polymer-rnodified, portland cement-based mortar used to repair horizantal surfaces with a migrating corrosion inhibitor and having a minimum compressive strengtl� of 7,000 psi at 28 days tested in accordance wit]I ASTM C881 or ASTM C 109. 2. Acceptable Manufacturers and Products: ProvidE one of the following ar equal: a. SASF Corporation: 5at Grout, b. Euclid Ghemiical Carnpany: NS Grout. a. Sika Corporation: SikaGrout 212. B, Surface Waterstop - Ejastomeric Coating System; 1. General: High solids elastomeric inodified palyurethane or uretihane coating manufactured to bridge moving cracks and joints iii concrete structures, liaving a miniinum elongatian of 300 percent, per ASTM DA�12, a minimum tensile strength of 1,U0� psi, per ASTM D412, l OQ mil thick slieet and minimum tear strength 180 psi, per ASTM D624 (Die C). a. Provide adhesive formulation that is certified by ANSIINSF 61 for use in potabie water applications. 2. Acceptable Ma»ufacturer� and Products: Pro�ide one of the following or equal: a. G.I.M. Industrles, Inc.: CIM 1061. b. Tnemec Company, Inc.: Tnemec Series 264 Elasto-5hield. C. Steel Reinfarcement: 1. Reinforcii�g Bars: ASTMI A615/A61 SM, Grade 60, de%rmed. D. Mechanica] Re.iuforcing Steel Caupling System: CDM Smith �agle Mountain W"]'P Clearwell No. 3 Rehab CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. ] 03048 July 2021 oa oi oo.�i CONCRETE TANK REPAIRS Page S of 12 1. Use only where indicated. Coupling system sliall meet all ACI 318 requirements. Couplers shall be torqued per Manufacturer's recammended value. 2. Products subject to compliance with requirements, provide the foiIawing or eyuaL a. Quick Wedge by Erico. E. 3. Unless otherwise indicated an Drawings, mechanical reinforcing steel coupling sysiem shall produce a splice strength in tension or compression of not less than 125 percent of ASTM specified minimutn yield strength of the reinfdreing bar. Yield strengih of coupling system is based on Grade 60 reinforcing unles� otherwise indicated or sp�cifed. Hydraphilic Waterstop: 1. Preformed hydrophilic rubber strip5. Ins#allation adhesiv'es used with the expansive waterstops shall be as recommended by waterstop manufacturer. 2. Provide ona af following waterstop prod.ucYs or equal: a. Adeka Ultraseal MG2010MN as distrihuted by Mitsubishi of Houston, TX. b. Hydrotite CJ-10.20-2K by Greenstreak Plastic Products, St. Louis, MO. c. Adcor ES by W.R. Grace, Cambridge, MA. P Epoxy Coating for Steel: 1. Steel, submerged. Gonfirm epoxy caating utilized is compatible with existing coating sy�tem. Prepare surface and install coating per mane�facturer's recommendations. 2. Coating System: ANSIINSF-61 certified. 3. Pravide on� of following caating praducts or equal: a. Sar-Rust 233H, by Devoe High Perfnrmance Coatings. b. Or Equal and compatible with existing Bar-Rust 233H, by De�ae High perfarmanc� Coatings. PART 3 - EXECUTiON 3.1 GENERAL A. Stnre, rnix, apply, and cure materials for each repair system in strict compliance with manufscturer's instaIlation instructions. Make repairs necessary, without additiQnal compensation, so completed wor�C complies with Contract Document work scopes. B. Where conerete is repaired near an expansion joint or control joint, preserve isolation between components on either side of the joint. C. Identify reinforcing locations prior to drilIing using reinforcing bar �ocators so that �#rill hole locations may be adjusted to avoid reinf'arcing interference. �1Vlien drilling holes far dowels and holts, stap drilliug if reinfo.rcing is encountered. Relocate hola to avoid reinforcing as approved by Engineer. Do �iot cut reinfarcing witisout priar acceptance by Engineer. CDM Smith Eagle Mountain WT� Ciearwell No. 3 ltehab CONSTRUCTION SPECIFICA7'IQN DOCUMENTS City Project No. 103048 ]u1y 2021 03 01 D0.61 CONCRETE TANK REPAIRS Page 6 of 12 D. Concreie designated to be removed to specific limits indicated or directed by Engineer. Do saw cutting 1 inch d��;p afi limits of removal follow�d by line driIling, chipping, sandbfasting, or airblasting, as appropriate in areas where deteri.orated, damaged, or unsound concrete is to he removed. Remove concrete such that �urroun�ing concrete and existing reinfarcing to be left in place and existing in plac� equipment are nat dannaged. 1. Ferforrn full thickness saw-cutting at limits of concrete to be remnved only if indicated, specified, or after obtaining written acceptance from Engineer. E. Saw-cut edges straight for vert.ically and horizontally repair areas. Make intersecting cuts perpendicuiar to each other. F. Stop saw cutting af reinFnrcing is encountered. Do noi cui reinforcing without prior acceptance by Engineer. Identify reinforcing locations w�ithin one foot of saw cnt locations in any directian prior to saw eutting using reinforcing har lacators. G. Clean concrete surFaces of efflor�scznce, deteriorated toncrete, di�, laita,�ce, a�id existi�� o�,air materials such as liners, adhesi�es, and epoxies. Remove foreign matter and deleterious films by sandhlasting, airblasting, scarifying, or other mechanical means to sound nriginal concrete. H. Thoroughly clean repair ar�a with oil-ftee compressed air, then insfall bon�ling agent if required b� repair rnartar manufacturer. Place repair materials within open time of epoxy bonding agent. T. C.onsolidate r�pair material, eompletely filling all portions of area to be �lled. J. Bring finished repair surfaces into aligmneni with adjacent existing surfaces to provide a uniform, flush, aiid even surface. Match repair surfaces to adjacent existing suriaces in texture, including any coatings pr surfaca ireafirnen#s that had been provided for existing surface. K. Remove excess material from faces of rnaterzals being repaired and adjacent walls, floors, and slabs. Leave eXposed faces of surfac� materials elean and ready fio accept subsequent work. L. Repair or replace conerete indicatad or specified to be left in place, But thaf is damaged because of the �vork ofthis Section. Perform work by approved means and metl�ods. 3.2 EXAMINATION A. Examiz�e substrat�s, areas, and co�iditions, witl� Installer prasent, for campliance rr+ith requirements for maximum rnoisture content, installatiou toleranees and otl�er characteristics affecting perfo:rmance of the Wark, B. Examitte products and materials b�fore installation. Reject products or materials tliat are wet, moistut•e damag�d, ar mold damaged. C. Prepare written report, endarsed by Installer, listi��g canditians detrimental to performance. D. Proceed with uistallation only after unsatisfactary conditions ha�e been corrected. CDM Smith �agle 1Vlountain WTP Clearwell No. 3 Rehab CONSTRUCTION SPECIFICATION DpCUMEAITS City Project No. 103048 July 2021 o� o� Qo,6i 3.3 PREPARATION CQNCRET� TANK REPAIRS Page 7 of 12 A. ManufactUrer's Represenfi�tive: Be pr�sent as required to giv� instructians to installation crew and then make persodic site visits to ensure products are heing installed in accordance with publish�d instructions. B. When removing materials or portians of existing structures and when making openings in existing �tructures, ereet barriers, shoring and bracing, and other protective devic�s to prevent datnage to structures beyond the limits of new work, protect personnel, control dust, and prevent damage by falling or fiying debris. Comp�y wiih protection eequirements of Section Dl 50 00 "Temporary Facilities and Contrals", buildin� codes, and authorities l�aving jurisc�iction. C. Epoxy Coating System: recornm�ndations. 3.4 A. : Only use polymer-modifted cementitious repair martar for surface repair of spalled or deteriorated concrete. Comply with manufacturer's recommendations %r cancrete remo�al, surface preparation, mixing, application, lift thickness, finishing, moist curing, and form remo�al, C. Saw c�t perimeter af deteriorated concrete ta form a rectangle with straighf edges to depth indicated. Remove fractured, loose, broken, softened, and deteriorated concrete hy abrasive blasting, chipping, qr other appropriate means to sou�d concrete. Chip concrete substrate ta abtain a surface profile with a uew fractUred aggregate surface. D. Remove ciirt, oil, grease, and other bond inhibiting materials from surface by dry mechanical means such as sand blasting, chipping, or wire brush.ing. Thoroughly clean surface of loose or weakened material and dust hy dry mechanical rneans such as oil-free air blast. Follow recommendations of repair mortar manufacturer for additional surface preparation. E. Do not damage reinforeing steel that is to be incorporated into new conerete. �here reinforcing steei with active corrosion is encountered, use follo�ing procedure: � 4. Us� dry mechanical rneans to remove loose matsrial, contaminants, and rust from ��.posed reinforcing steel. When more tl�an half of reinforeing bar diameter is expased, chip out behind reinforcing steel, 1 inch minimum. Make distance cliipped beliind a reinforcing bar equal ta or exceed minimum placement depth of inaterial being used, I iiich minimum. lf existuig reinforcing steel has lost more than 15 percent of its original crass-sectianal area, splice in new re�nforculg as sl�own on Drawings. F. Repair Mortar Placement: Follow procedures recammended by mailufaeturer for �niYing and placement of repair morEar. Surface preparation and installation sl�all be per manufacturer's SPALLEDIDETERIORATED CONCRETE REPAIR CDM Smith Eagle Mountain WTP C�earwell No. 3 Rehab CONSTRUCTIQN SPECIFiCAT14N DOCUM�NTS City Project No. 103048 July 2421 D3 O1 D0.b1 COiVCRETE TANK REPAIRS Page 8 of !2 2. After initial inixing of repair mortar, do nat add water to change the consistency, should the mix begin to stiffen. 3. Saturate substrate surface dry (SSD) wifh nn standing water during application. 4. Apply scrub coat to suhstrate, fillu�g all pores and �oids. 5. Wl�ile scruh coat is still plastic, apply polymer-modified repair martar. Place repair tnortar to an even, uniform plari,e to restore the member to its original surface. 6. Far applications greater than 1 inch in dept�, apply repair rnortar in lifts as required by the manufacturer. Score expased surface of each lift to produce a raughened surface before applying the next lift. Ailow lift to r�ach final set before proceeding with suhsequent lift. G. �'inishing: l. Apply repair mortar with a smooth, steel tror�vel finish, unless otherwise required by surface waterstop praparation reeommendatians. 2. Have uo sharp edges when repair is completed. Make exterior corners, such as at penetrations, with a 1-inch radius. Make interiar carners square. H. Curing: Perfarm as r�commeuded by repair ma�ar manufacturer, except that cure periad shail be at least 24 hours and done by m,eans of a con#inuous fog spray or moist cure with wet burlap. 3.5 SURFACE WATERSTOP - ELASTOMERIC COATING SYSTEM A. Surface Preparation af Existing Concrete Substrates: 2 3. Abrasive blast-clean previausly coated conerete surfaces to remove existing protective coating materials, degraded concrete, and to produce a sound and clean substrate free oi Iaitance, surface cont�nina�its, loose materials, or other deletarious substances that would reduce or prevent bond. Clean substrate in accordance with SSPC-SP-13/NACE. Roughen existing concrete surfaces to produce a miiiiinum, uniform substrate anchar pattern or profile similar to CSP 4 tv 6 in accordance with 1CRI U3732. lf cleaning does not remave degrac#ed concrete, use chipping or other abrading tools to remove deteriorated concrete until a sound and clean substrat� is achieved, w�iich is free of caiciurn sulfate, Ioose coarse or fine aggregate, laitance, loose hydrated cement paste, and other deleterious substances fhat would reduce or prevent band. a. Use abrasive blast cleaning or other m�ans ��ecessary to o�en air �oids or bugholes to expose th�ir camplete perimeter. Do not leav� shelled over or hidden air voids 6eneath the exposed concrete surFace. b. Leave concretc substrate dry prior to application oi surface filler or caating materials. 4. �'oljowing iiispection of eonc�•ete surface preparation and acceptance hy Engineer, thoroughly vacuum clean concrete surfaces to 6e coated to remove loose dust, dirt, and spent abrasive leaving a dust free and sound coi�crete subs#rate. Remor�e debris praduced by blast cleaning and dispose. Rernspeet and if specified canditions are met, Engineer wil2 accept the suhstrate prior to coimnencement of coating insta�latian. B. Cantrol af Ambient Conditions iii Ta�}k StrUctures to be Coated: CDM 3mith Eagle MounCain WTP Clearwell No. 3 Rehab CONSTRUCTIQN SPECIPICATION DOCUM�NTS City ProjactNa. 1Q3048 7uly 2021 03 O1 OO.bI CONCRETE TANK RBPAIAS Page 9 of 12 C. I�a 1. C.ontrol ambient conditians in tank struetures to he coated, and provide protective enclosures during suriace preparation, application, and curing, to meet the manufacturer's recommendations. Cantinue control work throughout coating system installation and curing. 2. Do not apply caating materials when dust is being generated. 3. Verify tha� t�mporary Iighting during the work is ecl�ivalent to a minimum af one Z00- watt explosion praof incandescent lamp per 10� square feet of work area. Testiug of 5ubstrate Moistura: 1. Prior to and during installation of elastomeric coating, check daily for prescnee of cancreie substrate moisture by perfarming standard test method for indicati�g moisture in concrete by plastic sheet method in accordance with ASTM D4263. a. b. c. If presence af moistuxe is indicated, take measures io force dry concrete substrate using indireci heaters and fans prior to commeneing with coating system applicatian. Perform test once for every 2Q0 sq. ft. of area to be eoatad, once per day, or more frequently at darkened concrete areas. If substrate inoisture source cannot he eliminated by farce drying, advise Engineer. InStallation pf Caatmg System: 2. 4 6. InstaiI coating system to provic�e a watertight seal at areas indieated. Install ii� strict compliance with coating system manufacturer's instructions. Repair deep aoids or damagec3 areas of concrete substrates to be coatad as indicated. Apply binder coat ar primer coat required by coating system manu.factuxer's instructions only to areas where elastvmeric system is intended. Protect adjacent suriaces with tape priar to application of system. Trowel, ro�l, or spray apQly approved coating material evenly over concreta suriaces as recommended and instructed by coating manufacturer to a minirnum total dry film thickness as required by the manufaotuter for this specific expasure above prepare� profile, filled air voids, and bug holes. lnstall more than one applieation of coating material if necessary ta achieve total dry film thickness. To ensure a pinhole free coating surface a�d #o remove sags or trowel marks, ro�1 or otherwise treat wet coating to leave a reIatively s�nooth coating surfaee free of excessive trowel marks, sags, or other variations in thickness. �'orce coating material into suriace profile or roughness of substrate. When concrete substrates surface temperatures are rising or wl�en these substrat�s are in direct sunlight, out-gasing af air from eoncrete wjll result in bubbling, pinhole formations, ar blistering in coating or resurfacing materials. When this occurs, postpone coating application until caoler evening hours or take other measures to prevent such rising substrate temperatures. Repair bubbles, pinhvles, or discontiuuities in applied materials, as recommended by the manufacturer. Sinooth sloughs, sags, ridges, runs, or ather surface irregularities by means and methods appraved by the manufacturer prior to application of successive caats and prior to cure of coa#ing material. Provide cotnpleted cured elastomeric coating that is smooth, fr�e of cracks, pinholes or other defects adversely affecting the waterproofing characteristics af the material, and CDM Smith Eagie Mountiain WTP Clearwefl No, 3 Rehab CONSTCZi1CTIOlV SPEGIF3C�TION DOCLiMBNTS City Project No. 103Q48 July 2021 03 O1 OO.bI CONCRETE TANK I2EPAIRS Page I O of 12 free of seams or cold joints. The Engineer may authorize repairs of defects in elastomeric coating by approved methods. 3,6 FIELD QUALiTY CONTROL A. At completion of repairs, Contractor, fingineer, and maferial Insfaller shall meet to inspect installed work. Repair l�aking joints, cracks, or vaids in accordance with inanufacturer's instructions. At completion of variaus repairs, Contractor, Engineer, and Installer shalj reinspect repaired probl�m areas. Make subsequent repairs t�ntil work is in conformance with Ca�tract Documents. B. Concrete Testing (if required): 1. Repair mortar will not require testiug. 2. Field and Laboratory Tesis: a. Sets of feld control cylinder specimens wi11 be taken by Engineer {or Owner's testing laboratory ii�spector} during the progress of the work, in campliance with ASTM C31. The number af sets af concrete test cylinders takeii of eacl� class of conerete placed each day shall not be tess tlyan one set per day, nor 1�ss than one set for each 140 cu. yds. of concrete nor I�ss than ane set for each 5,000 sq. ft. of surface area for slabs or walls. Specimens shall 6e farmed in 6-inch diameter by 12-inch long non-absorbent cylindrical molds. 1) A"set" of test cylinders shall consist ai fi�e cylinders: ane to be tested at seven days, one to be tested at 14 days, and two to 6:e tested and their strengths averaged at 28 days. The fifth may be used for a speeial test at three days, or to verify strength after 28 days if 28-day test results are Iow. 2) When the a�erage 28-day compressi�e strength of the cylinders in any set falls below the required campressive stren.gth or below proportional minitnum seven-day or 14-day strengths (where proper relation between seven, 14, and 28-day strengths ha�e been established by tests), change proportions, cementitious conten#, or temperature conditioiis to acliieve the required strengths witllaut additional compensation. b. Cooperate in the ina.kiaag of tests by allowing free aceess to the work for the selection af samples. Provide four firmly 6raced, insulated, heated, closed wooden curing boxes, each sized to hold tezi specimens, co�nplete with cald wveatlzer temperature and hot weather temperature coj�trol tharmostat for initial curi�ig and storag� from time of fabrication unti] shipment to testing lab. Protect specimens against injury or loss through construetion operations. c. Slump tests vvill be made in the field by the t�sting laboratory immediately prior to placing the cancrete. Such tests will be made izs accordance with ASTM C143. When concrete is purnped, slump will be determined at point of truck discharge. If th� sluzxip is outside the specified range, the concrete will be rejected. d. Test for air content wi13 ba made by the testing [aboratory on a fresh concrete sampl�. Air content for cancrete made of ordinary aggregates having low absorption shall be made in compliance with either t17e pressure method cnmplying with ASTM C231 ar by the volumefiric methad complying with ASTM C] 73. If aggregates with high absarptions are us�d, the latter test enetliod CDM Smith Eagle Mountain WTP Clearwell 1�Io. 3 Rehab CONSTRUC'I'lON SP�CIFICATION DOCUMENTS Ciry Praject No. 103D48 Tuly 2021 03 O1 00.61 CONCRETE TAI�fK REPAIRS C. Page 1 I of 12 shall be used. When co.ncrete is pumped, air conient will be determined at point of placament. Adhesion Testing of Surface Waterstop: 1. Provide and record adhesion of elastomeric coating rnaterial in accordance with ASTM D4541 using the �Follawing proc�dure: a. b. c. d. e. C1ean coating surface to remove all oil, dirk, dust, or at�er contaminants. Cut through coating material urto substrate using a circular core drill. Mix and apply a rapid setting two component epoxy adhesive onto an abrasive hlast cleaned disk or plug. Install disk or plug �rmly over cut out circular area and hold in place using tape ar otlier means to secure it until adhesive k►as cured. Remove disk or plug with a Pull-off Testing instrument, strictly following i.t�strument manufacturer's instructions. Read or calculate adhesive tensile pull �alue and record in pout�ds per square inch {psi. Have adhesive tensile pull valu� excee�iing 300 psi. Remove concrete tl�at is attached to underside of dis�C or plug. Tf it daes not, perform t�wo additional adhesion tests in sarne area. If above requit�m�nts are still not met, coating installation in this area will ba deemed unaccep�able. Remove and immediately reinstall until acceptable adhesion is achieved. Repair t�st locations to achieve a pinhole free coating direetly foll�wing acceptable results. 2. Measure and record elastomeric coating system Yhickness using the fallowing methods. a. Use notched gauge in accordance with ASTM D4414 for wet film thickness at 10ast once every area wl�ere the coating is applied. b. Following cure, test caating for dry film thickness (DPT) once for every SOU sq.ft. of surface area using a Positector S 00 DFT Gauge caIibrated in accordance with instrument manufacturer's instructions. Where area� are found to be below specified DFT abave FIIed bug holes and abave the prepared subsirate profile, appl� an additionai application of coating ar remo�e and recoated to meet total DFT requirement. Additional thickness may be problematic in areas where mechanica] moving equipment tolerances are critical; at suc� �ocations, remo�e anci reapply eoating to specified film thickness. � E. Surface waterstap, and concrete ifutilized, wi11 be considered defective if it does not pass tests and inspections. Prepare and submit t�st and inspection reports. END OF SECTION 03 O1 00.61 CDM Smith Eagie Mo�ntain WTP elearwell No. 3 Rehab CONSTRiIGTION SPECIFICATION DOCi1MENT5 City Project No. 10304$ July 2D21 03 O1 00.61 CONCIZET� TANK REPAIRS Page I2 of I2 THIS PAGE INTENTIONALLY LEFT BLANK CDM 5mith �agle Mouncain WTP Clearwell I+lo. 3 Rehab CONSTRUC`I'ION SAECIFICATION DOCUME.N7'S City Yroject No. 103048 July 2021 D�v�s�� 3 � �a��o�I� '�':��5 �AGE ]CI�T'�'�I�TTIOl�AL�X �L]CF7[' ��LA.�TI� 31 25 00 ERpSiON AND SEDIME3+1T CONTROL Page 1 of f 0 SECTION 31 25 00 - ER05ION AND SEDIMENT CONTROL PARTI- GENERAL 1.1 SUMMARY A. Sectian Includes: l. Impletnentatiou of the projeet's Storm Water Pollution Prevention Plan (SWPPP) and installation, maintenance and removaI of erosion and sediment control devices B. Deviations from this City of Fort Worth Standard Specification I. Added 1.1.D. 2. Modi�ed l.5 and 1.6 C. Rejated Specificatian Sections inc.lude, hut are not necessarily limited to: 1. Division 0— Bidding Requirements, Cantract Forms and Canditions of the Contract 2. Divisian 1— General Requiremen#s D. R�lated Documents 1. Drawin s� and en�eral provisions of the Contract, includin� General and Su�plementary Conditions and Division 01 Speaification Sections, apply to ihis Section. 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Paycnent 1. 5tarm Water Pollution Preventian Plan <1 acre a. Measurement 1) This Item is considered subsidiary to th� variou� Itams bid. b. Payment 1) The work perf'ormed and the materia3s furnished in accordance with this Item are subsic#iary to the strueture or Items baing bid a�sd no otlier compensation will be allowed. 2. Storm Water Pollution Prevention Plan > 1 acre a. Measu.remen# inr this Item shall be by lump sum. b. Payment CITY OF Fp1ZT WORTH Eagle Niountain WTP Cleanuell No. 3 Rehab CONSTRUCTI03V SPECIPICATION QOCUMEN'I'S City Prnject No. 103048 July 202I 31 25 00 ER�STQN AND SEDIMEIIT CpNTROI. Fage 2 af I O 1) The work perfornned and the materials furnished in accardance wifh this Item shall be paid for at the lump sum price bid for "SWPPP ? 1 acre", c. The price bid shall include: 1) Prepacation of SWPPP 2) Impletnentation 3) Permitting fe�s 4) Installation 5) Maintenanc� 6) Removal 13 AEFERENCES A. Reference Standards 1. Reference standards cited in this Specifieation refer to the current reference standard �ui�lisi,ed at the ti,,,e c�i iiic laic�t ievision daYe iogged at ihe eiid of this 5pecifica�ion, unless a date is specifically cited. 2. ASTM Standard: a. ASTM D3786, Standard Test Method for Bursting Strength of Textile Fabrics— Diaphrag�n Bursting Strength Tester Mat�od b. ASTM D�632, Standard Test Method for Grab Breaking Loact and Elongation o� Geo�extiles c. ASTM D47S 1, Standard Test Method for Determining �lpparent Opening Size of a Geotextile d. ASTM D4833, Standard Test Method for Index Puncture Resistance of Geomembranes and Related Products 3. Texas Commission an Environmental Quality (TCEQj TPDES General Permit Na. �-xxisaooa 4. TxDOT Departinantal Mat�rial Specificatians (DMS) a. DMS-6230 ``Temparaty Sediinent Cantrol Fenc� Fabric" 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS �1VOT USEDl 1.6 ACTION SUBMITTALSIINFDRMATIONAL SUBMITTALS A. Stortn Water Pallution Prevention Plan SWPPP B. TCEQ Notice of Intent (NOI) for Sform Water Discharges Associated with Constructiou Aetivi under tlie TPDES General Permit C. Canstruction Site Notice CITY OF FORT WOATH Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTION SPECIP[CATION DOCUMENT5 City ProjectNo, ]03048 ]uly 2021 �� zs aa EROSION ANT] SEDIME3VT COT]TR�L Page 3 of i0 D. TCE Notiee of Termination OT for Storm Water Dischar es As�ociated with Canstruction Acti�ity under tlae TPDES General Permit E. Notice of Chan e if a licable 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUSMITTAI.S [NOT USED] 19 QUALITY ASSi.IRANCE LNOT USED] 1.10 DELNERY, STOR�IGE AND HANDLING [NOT USED] 1.11 FIELD [�ITE] CONDITIONS [NOT USED] 1.12 WARRANTY �1VOT USED] PART 2 - PRODUCTS 2.1 OWNER FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 PRODUCT TYPES AND MATERIALS A. Roc1c Filter Dams 1. Aggregate a. Furnish aggregate with hardness, durability, cleanliness and resistance to crumbling, flaking and eroding acceptable to the Engineer. h. Provide the following: 1} Types 1, 2 anci 4 Rock Filter Dams a) Use 3 to 6 inch aggregate. Z) Type 3 Rock Filter Dams a) Use 4 to 8 inch aggragate. 2. Wire a. Provide minimum 20 gavge galvanized wire for the steel wire mesh and tie wires far Types 2 and 3 rock f lter dams b. Type 4 dams reguire: 1) Double-twisted, hexaganal weave with a�iomiiial mesh opening of 2%Z inches x 3 '/a inches 2) Minimuin Q.0866 incl� steel wire for netting 3) Minimum 0.1063 inch steel wire for selvages and corners 4) Minimum O.OSb6 inch far hinding or tie wire CITY OF F�RT VJORTH Eagle Mountain WTP Clearwel] 3�10. 3 Rel7ah CaNSTRUCT�ON SPEGIF[CATION DOCUMENI'S City Projent Nn. 103(?48 Juiy 2421 31 25 00 EROSION AND S�bIMEP1T CONTRQL Page 4 of 10 B. Geotaxtile Fabric 1. Place the aggregate over g�otextile fabrie meeting tltie follo�ving criteria: a. Tensile 5trength o� 25� pounds, per ASTM D4632 b. Puncture Strength of l35 pounds, ger ASTM D4833 c. Mullen Burst Rate of 420 psi, per ASTM D3786 d. Apparent Op�ning Size of No. 20 (m�}, per ASTM D475 I C. Sandbag Material 1. Furnish sandbags meeting Section 2.5 except tliat any gradatian of aggr�gate may be used to fill the sandbags. D. Stabilized Construction Entrances 1. Provide materials that meet the datails shown ou the Drawings and this Section. a. b c. d. Provide crushed aggregate for long and short-term canstruction exits. Furnish aggregaies that are clean, hard, durable and free from adhere�rt coatings such as salt, alkali, dirt, clay, loam, shale, soft or flaky materials and organic aud inju.rious matter. Use 3 to 5 inch coarse aggregate with a minimum thickness of 12 inches, The aggr�gata shall be placed over a geot�xtile fabric meeting ti�a following criteria: 1} Tensile Strength of 300 pounds, per AST'M D4632 2) Puncture Streugth of 120 pounds, per ASTM D4833 3) Mullen Surst Rate of 6�0 psi, per ASTM D3786 4) Apparent Opaning Size ofNo. 40 (max), per ASTM D4751 E. Embankment for Erosian Control 1. Provide rack, [oam, clay, topsoil o�r other ea�rth rnateria2s t3�at will farm a stable embankment to meet the intended use. F. Sandbags 1. Provide sandbag inaterial of polypropylene, poIyethylene or polyamide woven fabric with a minimum unit weight of 4 ounces per square yard, a Mullen burst- stren.gtla exceeding 300 psi, and an ultra�ioIet stability exceeding 70 percent. 2. Use natural coarse sand or manufact�red sand rneeting the gradation given in Table 1 to fill saudbags. 3. �'illed sandbags must be 24 to 30 inches lo�ig, j 6 to 1$ inches wide, and 6 to S inches �hick. CITY qF PORT WORTH Eagle Mountain WTP Clearweli i�a, 3 Rehab COI�ISTRLTCTION SPCC[I`[CATION DOCllIvIENTS City PrajecY No. 103048 July 2021 3i�soa EROSIQN AND �GDIM�NT CONTROL Page 5 of 10 Table S Sand Gradation Sieve #� Maximum Retained (% by Weight) 4 3 pere�nt 100 80 percent 200 95 percent G. Temporary Sediment Cnntrol Fence 1. Provide a net-reinforced fence using �voven geo-textile fabric. 2. Logos visibie to the traveling public will not be allowed. a. Fabric 1) Provide fabric ma�eria(s in accordance with DM5-6230, "Terr�porary Sediment Control Fence Fabric." b. Posts 1) Provide essentially straight wond or steei posts with a minimum langth of 48 inches, unless ntherwise shown on the Drawings. 2) Soft wood posts must be at jeast 3 inches in diameter or nanninal 2 x 4 inch 3) Hardvvood posts must have a minimum cross-seetion of I-l/2 x 1-1/2 inch 4) T- or L-shaped stael pasts must have a minimum weight oi 1.3 pot�nds per foat. c. Net Reinforcement 1) Provide net reinfnrcement of at least 12-1/2 gauge galvanized weldad wire mesh, with a maxirriuin opening size of 2 x 4 inch, at least 24 inches wide, ut�less otherwise shown on the Drawn�gs. d. Staples 1) Provide staples with a cror�n at least 314 izlch wide and legs 112 ineh long. 23 ACCE.SSORIES [NOT USED] 2.4 SOURC.E QUALITY CONTROL L1�iOT USED] PART 3 - EXECUTIDN 3.1 1NSTALLERS [NOT USED] 3.2 EXA,MINATION [NOT U 5ED] CITY OF FORT WORTi-I Eagle Nlountain WTP Ciearwell No. 3 Rehab CONSTRl3CTION SPECIFICATION DOCUM�N1'S City Project No. ] 03048 July 2021 31 35 00 EROSION AND SEDIM�N'I' CONTROL Page b of l0 3.3 PREPARATION [NOT [1SED] 3.4 INSTALLATI�N A. Storm Watar Pollution Prevention Plan 1. Develop and implement the pxoject's Storm Water Pollution Prevention Plan (SWPPP) in accordance with the TPDES Construct�on General Permit TXR15000Q requ�rements. Prevent water pollution from storm water runoff by using and maintain'tng appropriate structural and nonstructural BMPs to reduce pollutants discharge� to the MS4 from the construction site, B. Cantrol Measures 1. Implement conia-ol measures in the area to be disturbed 6e%re beginning construction, or as directed, Limit the disturbance ta tlse area shown on the Drawings or as directed. 2. Control si#e waste sucfi as discard�d'uuilu�„�,ua�ckials, concreie iruok washout water, chemicals, litter and sanitary waste at the construction site. 3. If, in �l�e apinion of the Engineer, the Contractor cannot control soil erosion and sedirnentation resulting from consiruction operations, the Engineer will limit tlie disturbed area ta that which the Contractar is able ta contrnl. Minimize disturbance to v�getation, 4. Immediately correct ineffective cozitrol measures. implement additional controls as directed. Remove excava#ed material within the time requirements specified in the applicable storm water permit. 5. Upo�i acceptance of vegetati�re cover by the City, remo�e and dispose of all temporary controi measures, temporary embankments, bridges, matting, falsework, piling, debris, or other ob.struetions placed during construetion that are not a part of the finished work, ar as dir�cted. C. Do not locate disposal areas, stoekpiles, or haul roads ias any v�+etland, water body, or streambed. D. Do not install temporary construction cro.ssings in or acrass any wa#er bady without the prior appra�val of the appropriate resource agency and the Engineer. E. Pravide protected storage area for paurts, chemicals, solvents, a�id fertilizers at an approved lacation. Kaep paints., cliemicals, sol�ents, and fertilizers off bare ground and prQvide shelter for stored ehemicals. F. Installation aud Maintenanca 1. Perfarm work in accordance with the TPDES Construction General Perinit TXR150000. 2. When approved, sediments may be disposed of within embankments, or in areas where the material will not contribute to furtMer siltatian. 3. Dispose of remo�ed material in accardance with federal, state, and local regularions. 4. Remove devices upon approval or when directed. CITY OF FORT WORTH �ag[e Mountain WTP Clearwell No. 3 Rehab CONSTRiICTIbN SPECIFICATION DOCUMENTS City Project No. 10304$ Ju[y 2021 3 I 25 00 EROSION ANI� SEDTM�NT CpAiTROL Page 7 af 10 a. Upon temo�al, finish-grade and dress the area. b. Stabilize disturhed areas u1 accordauce wiYh th� permit, and as shown on the Drawings or directed. 5. Th� Contractor retaia�s ownership af stockpiled material anci must remove it from the project when new installations ar rep�acements are no longer required. G. Rock Filter Dams far Erosion Control 2. 3. � Remove treas, brush, stumps and other objactionable material that may interfere vNith the constructian of roek fi�ter darns. P1ace sandbags as a foundation when requireci or at the Contractor's option. For Types 1, 2, 3, and S, place the aggregate to the lines, height, and slopas specifi�d, without undue voids. For Types 2 and 3, place the aggr�gata on the mesh and then fold the rnesh a# tlie upstrearn side over the aggregate and se��re it ko itself on ihe do�nstream side with wir� ties, or hog rings, or as direc�ed. Place rock filter dams perpendicular to the fiow of �he strea�n or channel ur►less otherwis� directed. Conslruct filter dams according to the fallowing criferia, unless otherwise shown on the Drawings: a. Type 1 (Non-reinforced} 1) Height - At least 18 inches measured vertically from existing ground to top of filter dam 2) Top Widtl� - AC least 2 feet 3) Slopes - Af most 2:1 b. Type 2 (Reinforced) 1) Height - At least 1 S inches measured verfically frarn existing grounci to top of fijter dam 2} Top Width - At �east 2 feet 3) Slopes - At most 2:1 c. Type 3 (Reinforced) 1) Heig�t - At least 36 inches measured vertically from existing ground to top af filter dam 2) Top Width - At least 2 feet 3) 5lopes - At most 2:1 ti. Type 4 (Sack Gabions) 1) Unfold sack gabions and smooth out �tinks and bends. 2) For vertical filling, connect the sides by lacing in a single loop--double loop pattern on 4- to S-inclies spacing. At I end, pull the end. Iacing rad until tight, wrap around the end, and tvvist 4 times. At the fiiling enci, fill with stor�e, pull the rod tight, cut the wire with approximately 6 inches rema�ning, aud twist wires 4#imes. CITY aF FORT WQRTH EagleMountain WTP ClearweU No. 3 Rehab CONSTRUC7'ION SPECIFICATION DOCUMENTS Ciiy ProjectNo. 1G3048 Juty 2ti21 31 25 00 ER03ION AAID S�bIM�IrlT CONTIiOL Page 8 of 10 3) For horizontal filling, place sack flat in a filling trough, fiII with stone, and connect sides and secure ends as described abave. 4) Lift and place without damaging the gabion. 5) Shape sack gabions to existing contours. e. Type 5 I) Pravide rack filter dams as shown on the Drawings. H. Construction Entranees 1, When trackir►g conditions exist, prevent traffic from erossing or exiting the construction site or moving directly onto a public roadway, alley, sidewalk, parking area, or other right of way areas oth�r than at the location of construction entrances. 2. Place the exit over a€oundation course, i�necessary. a, Grade tlie foundation caurse ar compacted subgrade to direct xunoff from the const�•uction a�its to a sediment trap as shawn on the Drawings or as direeted, 3. At drive approaches, make sure the canstruction entrance is the full width ofthe drive and meets the length shawii on the Drawings. a. The width shall be at least 14 feet for I-way and 24 feet far 2-way traffic for all ather paints of ingress or egress or as directed by the Engineer. I. Earthwork for Erosion Control 1. Perform excavation and embankment operatinns to minit-t�ize eros.ion and to remove collected sediments from other erosion control devices. a. Excavation and Embankm�nt for �rosiou Contral Measures 1) Place earth dikes, swal�s or combiiiatians of botla along the low crown of daily lift placement, or as directed, to prevent runoff spillover. 2) Place swales azid dikes at other locations as shown an the Drawings or as directed to prevent runoff spillovar or t� divert runofF. 3) Construct cuts with the low end blocked with undisturbed earth to prevent erosion of liillsides. 4) Canstruct sediment traps at drainage structures in conjunction with otl�er erosion cantral measures as shovyn on tl}e Dra�vings or as dir�cted. 5) Wl�ere required, create a sediment basitt providing 3,640 cubic feet ai storage per acre drarned, or equivalent cantrol raeasuras far drainage locations that serve an area with 10 or more disturbed acres at 1 time, not incIuding offsite areas. b. Excavation af Sediment and Debris 1) Remove sediment and de�ris when accumulation affects t17e perfonnance of the devices, after a rain, and wheii directed. C1TY d�' �'QRT WORTH Bag[e Mountain WTP Clearwell Nn. 3 Rehab CONSTRUCTIpN SP�CIFICATION DOCIIMENTS City Project Na. ]03048 7uly 2D2] 31 25 �0 EROSjON AND SEDIMENT CONTROL Page 9 of 10 J. Sandbags far Erosion Control 1. Construct a berm or dam of sandbags Yhat will intercept sediment-laden storm water runoff from disturbed areas, create a retention pond, detain sediment and release water in sheet flow. 2. Fill each bag with sand so that at least the tap 6 inches of the hag is un�lleci to allow for praper tying of th� open end. 3. Place the sandbags with their tied eiids in �he same direction. 4. Offset subsequent rows af sandbags 1/2 the length of the prec�ding row. 5. Piace a single layer af sandbags dawnstream as a secondary debris trap. G. Place additional sand�ags as necessary or as directed for supplementary support to berms or dams of sa.ndhags or ear#h. K. Temporary Sediment-Control Fence 1. Provide temporary sediment-contro! fence near the downstream perimeter of a disturbed area to interce�t sediment from sheet flow. 2. Incorporate the fence inta erosion-control measures used to cantrol sediment in areas af higher fiow. Install the fence as shovvn on the Drawings, as speci�ed in t�is Section, or as directed. a. Post Installatian 1) Embed posts at least 18 inches deep, or adequa#ely anchor, if in rock, with a spacing of 6 to 8 feet and install on a slight angle toward the r�sn-aff source. b. Fabric Anchoring 1) Dig trenches along the uphill side of tihe fence to anchor 6 to $ inches of fabric. 2) Provide a minimum trencli cross-section oi 6 x 6 inches 3) Place the fabric against the side of the trench and align approximately 2 inclies af fabric along the bottom in t�ie Upstream direction. 4) Backfill the trench, then hand-tamp. c. Fabric and Net Reinforcement Atta�hment 1) Unless other�ise shown under the Drawings, atiacli the reinforcement to wooden posts with stapies, or to steel pnsts witla T-clips, in at Ieast 4 places equally spaced. 2) Sewn vertical poc�Cets may be used to aitach reinforeern�ent to end posts. 3) Fasten the fabric to the top strand of reinforcement by liog riiigs or cord every 15 inches or less. d. �'abrie and Net Splices 1) Locate splices at a fence post with a minimuin lap of 6 incl�es attaclsed in at least 6 pIaces equally spaced, unless otherwise shawn under the Dravvings. a) Do �iot locate spiicas in cancentrated flow areas. CTI'Y OF FOR'I' WORTH Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCTIqN SI'�ClFICATION DOCUMENTS City Project No. 103U48 July 2021 31 25 00 EROSIDN AND SEDIMENT CONTROL F'age 10 of la 2) Requirements for installation of used t�mporary sediment�control fence include the follovving: a) Fabric with minimal or no visible signs of biodegradation (weak �bers) b} �abric withaut e�cessive patching (mare than 1 patch every 15 to 20 fe�t) e) Pasts without bends d) Backing without holes 3.S REPAIR/RESTORATiON [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NDT USED] 3.8 SYSTE.M STARTUP [NOT USED] 3.9 ADJlJST1NG [NOT USED] 3.10 CLEANING A. Waste Management 1. Remo�e sediment, debris and litter as needed. 3.11 CLOSEOUT ACTIVITIES A. Erosion cantrol measures remain in place and are maintained untiI all sail disturbing activities at the project site ha�e beexi completed. B. Establish a uniform veg.etative cover with a density oF 70 gercent on aII unpa��d ateas, an areas not covered by per�nanent structures, ar ii� areas where permanent erosion con#ral measures (i.e. riprap, gabions, or geotextiles) ha�e been employed. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE A. Install and rnaintain the integrity of te�nparary erosion and sediznentation control devices to accumulate silt and ciebris until eartl3work coustruction and �ermanent erosion control f�atures are in place or the distur6ed area has been adequately stabilized as determined by the Engineer, B, If a device ceases to iunction as intended, repair or replace the deviee or portians thareoias necessary. C. Perform inspections of the cQnstruction site as prescrihed in the Construction G�neral Permit TXR154000. D. Records of inspections aud modificatians based an the resuIts af inspections must be maintained and available i�s accordance with the permit, 3.14 ATTACHIVIENTS [NOT USED] END OF SECTION CiTY OF FORT WORTH Eagle Mountain WTP Clearwell No. 3 Reha6 CONSTRUCTIO?�I SPECIFICATION DpCUMEIVTS City Prvject No. 103048 duly 2021 ��si��. 32 Ex��r��p ��rove�rn��n�s TI�C�� A�IE Il�'TE�T'�'][�l�A�LY I.,]EF'�' ]�]�AIlT� 32 92 1 "3 HYBROMULCI-IING, S�EDING AND SODDING Page 1 of 10 SECTION 3� 9� I3 HYDROMULCHING, SEEDING AND SODDING PART1- GENERAL 11 SiTMMARY A. Section Includes: 1. Furnishing and installing grass sod aud permanent seeding as shown on Drawings, or as directed. B. Deviations from this City af �'ort Worth Standarci Specificatian: 1 2 Deleted 1.1.C.3 Addeci 1.1.D. 3. Modi�ed 2.2.A.5. C. Related Speci�cation Sections include, but are not necessarily limited to: 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the Con�ract 2. Divisian 1- General Raquirements 3. Section 32 91 19 — Ta�sail Placement and Finishing of Parkways D. Related Documents 1. Drawings and �eneral provisions of the Contract, includin� Genera1 and Su Iement Conditions and Division 03 S ecification Sections a 1 to this Section. l.2 PRICE AND PAYMENT PROGEDURE� A. Measureinent and Payment Block Sod Placement a. I�[easurernent l} Measureinent for this Item shaSl be by the square �ard af Block Sod placed. b. Payment 1) The work perfor►tted and materials furnished in accordance with this Item and measured as provided under "Measuremen�" wiil be paid for at the unit price bid per sguare yarc# of Blocic Sod placed. a The grice l�id shall include: 1} Furnishing and placing aIl sod 2) Rolling and tamping 3} Wateri�sg (until established) 4) Disposal of surplus materiais CITY OF FORT WORTH �agle Moontain WTP Clearwell No. 3 Rehab CONS'CRUCTION 3PECIFICATION DOCUMENTS Eiry Projed No. 103048 July 2021 �z 9z i3 HYbRqMULCHING, SEEDING AND SObbING Page 2 of I 0 2. Seeding a. Measurement 1) Measureanent for this Item shall be by the square yard of Seed spread. b. Payment 1) The work performed and materials furnished in accordance with this Itern aqd measured as provided under "Measurement" wil! be paid for at thc unit price bid per square yard of 5eed placed for various installation methods. c. The price 6id sha11 include: 1} Furnishing and plaeing all Seed 2} Furnishing and applying wate�r for seed fertilizer 3) 5lurry and hydraulic mulching 4) Fertilizer 5) Watering and mowing {until established) 6) Disposal af surplus mafierials 3. Mowing a. Meas�rement 1) Measurement for this Item shall per each. b. Payment 1) The work performed and rnaterials furnished in accardance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each. 1.3 REFERENCES [NOT USED] 1.4 AD1I�IINISTRATIVE REQUIREMENTS [NOT USED] 1.S ACTION SUBMITTALS [NOT iTSED� 1.6 INFORMATIONAL S[TBMITTALS A. Seed 1. Vendors' certification that sa�;ds meet Texas State seed law including: a. Testing and labeling for purc live seed {PLS) b. Name and typ� of seed z. All seed shall be tested in a Iaboratory with eertified results presented to the City in writing, prior to planting, 3. All seed to be of the previous seasan's crop and the dat� on tlse co�itainer shall be within 12 months of the se�ding da#e. 1..7 CLOSEOUT SUBMTTTALS [NOT USED] 1,8 MAINTENANCE MATERTAL SUBMITTALS [NOT iTSED] 1.9 QUALIT'Y ASSUItANCE jNOT USED] 1.� 0 DELIVERY, STORAGE, AND HANDLING A. Slock Sod Protect from exposure to wind, sun and freezing. 2. Keep stacked sod moist. CITY OF FORT WQRTH Eagle Maunt�in WTP Clearwell T�la. 3 Relieb CONSTRUCTION SPECTFICAT[ON bOCUMENTS City Project No. 103048 ]uly 2D21 32 92 i3 HYDKOMULCfIiNG, SEEDING AND SOi�aING Page 3 of 1 U B. Seec� 1. if using native grass or wiidflower seaci, seed must have been harvested within 1 DD miles of the construction site. 2. Each species af seed shal! be supplied in a separate, labeled containex for acceptance hy the City. C. Fertilizer 1. Provide �ertilizer labeled with the analysis. 2. Conforrn to Texas fertilizer law. �.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FLTRNISHED PRODUCTS [NOT USED] 2.2 MATERIAI.� AND EQUIPMENT A. Materials Block Sod a. Sad Varieties (match existing if applicable) I) "5tenofiaphrum secundat�am" (St. Augus#ine gass) 2) "Cynodon dactylon" (Common Bermudagrass) 3) "Buchloe dactyloides" (Buffalograss) 4) an approved hybrid of Common Bermudagrass S) or an approved Zoysiagrass b. Sod mUst contain stolons, leaf blades, rhizomes and roots. c. Sad shall be alive, healthy and free of inseets, diseas�, stanes, undesirable foreign mater�aIs and weeds and grasses deleterious to its growth ot which tnight afFect its subsist�nce or liardiness when transplanted. d, Minimum sod thickness: 3/4 inch e. M�imwn grass height: 2 inches f Acceptable growing beds 1) �t. Augusiine grass sod: clay or clay laain topsail 2) Bermuda grasse� and zoysia grasses: sand ar sandy loam soils g, Dime��sioiis 1) Machine cut to unifartn soil thickness. 2} Sod shall b� of equal width and of a size that perinits the sod to be Iifted, handled and ralled without breaking. h. Broken or torn sod or sod with uneven ends shal� be rejected. 2. Seed a. Geyieral 1} Plant all seed at rates based on �ure live seed (�L�} a) Pure Live Seed (PLS) deter►rained using the formula: (j ) Percent Pure Live Seed = Pereent Purity x[(Percent Gerr�ination + Percent Firni or Hard Seed) + 100] CITY QP F'pKT WORTH Eagle Mountain [�TP Clearwell No. 3 Rehab CONSTRUCTION SPECIFICATI�}N bpCUMENTS City Project No, 103Q48 7uly 2021 32 92 13 HYDROMULCHING, SEEpING AND SODDING Page 4 of 10 b. 2} Availability of Seed a) Substitution af individ�aal seed types due to lack of availability may be permitted by the City at the time of planting. b) Notify the City priat to bidding of difficLllties locating certain species. 3) Weed seed a} Not exceed ten percent by weight af the totaI of pure live seed {PLS) and other material in the mixture b) Seed not allowed: {1) Johnsongrass (2) Nutgrass seed 4) Har�est seed within 1-year prior ta planting Non-native Grass Seed 1) Plant between April 15 and September 10 Lbs, Common Narne BotaniGal Naine Purity Germination PLS/Acre (percent) (percent) 25 Bermuda cynodo� dactylon 85 90 {unhuIled) 75 Bermuda (hulled) cynodo�t dacrylo� 95 90 2) Plant between September 10 and April IS Lbs. Cammon Name Botanical Name PLS1Acre 220 Rye Grass lalium multiflorurrt Purity �ercen S5 Germination {percent) 9a 90 75 Bertnuda cynodon dc�ctylon 95 (un}�ulled) c. Native Grass Seed 1) Plant between February 1 and Octaber l. Lbs, PLS/Acre Cotnmon Name Botanical Naine l.b Green Sprangletop Leptochloa dubia 5.5 Sideoats Grama* Bouteloua curtipendula 3.7 Little Bluestem* Schizachyrium scopariurta 17,4 Buffalograss Buchloe dactyloides I.8 [ndian Grass* Sorghastrum nutans 0.5 Sand Lovegrass* E�^c�grostis trichoc�'es G.0 Big Bluestem Arrdrnpogon gerardri 8.0 Easiern Grama Tripscacum dactyloides 1.2 Blue Gra�na Bouteloua grc�cilis 1.8 Switchgrass Panicun7 vi�gaturr� 10.0 Prairie Wildrye* Elymus canqderrsis CITY pF FORT WORTH Eagla Mountai�i WTP Clearnell Na. 3 Rel�ab CONSTRUCTION 5PECIFICATIdN DpCUMENTS City Project Na.103a48 ,�uly 2�21 3a 9z is HYDROMULCI-IING, SE�DING AND SODI3ING Page5af10 d. Wi.ldflower Seed 1) Plant between the following: a} March S and May 31 b} September 1 and December 1 Lbs. PLSIAcre Comrnan Name Batanical Name 3.0 Bush Suntlower Sinsia calva 5.0 Butterfly Weed Asclepias t�rberosa 2.0 Claspi��g Coneflower* Rudbeckia amplexicaulis 3A Gold�n - Wava Coreopsis 8asalis 13.4 I1linois Bundleflower Desrnanthus iilinoerrsis 13.6 Partr'rdge Pea Cassia fasciculetta �.p Prairie Verber�a Yerbena b�pinrtatifrda 8.0 Texas Yellow Star Lindheimeri texana 8.0 Wineeup Callirhoe iravolcrcrta 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cut�eaf Daisy Er�gelmarania pinnatifida 2.0 Obedient Plant Playsostegia irttermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tincta�ia 8.0 Scarlet Sage Salvra coccinea *not �o b� planted wifhin ten ieet ot a road or parxmg ►ot or wiimn r.nree reet o� a walkway e. Temporary Erosion Control Sead 1) Consist of the sowing of cool season plant seeds. 3. Mulch a. For u�e with conventional mechanical or laydraUlic plantir�g af seed. b. Wood cellulose fiber produced from virgin vvood or recycled paper-by-products (waste products fro.m paper mills or recycled newspaper}. c. No growth or gerrnination inhibiting factars. d. No more than ten percent moisture, air dry weight basis. �. Additives: bind�r in powder form. £ Form a strong rnoisture retaining mat. 4. �'erti�izer a. Acceptahle condition for distribut.ion b. Applied uniformly aver the planted area c d Analysis 1) 16-20-0 2) 16-8-$ �'ertilizer rate: 1) Not required for wildflower seedir�g 2) Newly esta6lished seeding areas - 100 pounds of nitrogen per acr� 3) Established seedi�sg areas - 150 pounds of nitrogen per acre C1TY OF FQRT WORTH Cagle Niowitain WTP Clearwell No. 3 Rel�ab CONSTRUCTION 5PECIFICATION DOCUMENTS City Prajec� No. 103048 Juky 2021 32 92 13 HYbRQMULCI-I1NG, SEEI7ING AND SODDIt�IG Yage G af 10 5. Topsail: „s��n,,+;,.,, �� oi in a, Use easily cultivated, fertile tops�oil that: 1) Is free from objeetionabl� material includin_ subsoil, vveeds, clay lumps, non-soil materials roots stum s or stones lar er than 1.5 inchas 2} Has a hi h resistance to erosion 3) ..I.s abls to su�port 1p_ant r� b. Secura tapsoil from approved sources. c. Tapsoil is su6ject to testing by the City. d. pH: 5.5 to 8.5. e. Liquid Limit: 50 or less £ Plasticity Index: 20 or less �. Gradation: maximum af 10 percent passing No. 200 sieve 6. Water: clean and free of indusi��ial wastes or other substances hartnful to the germination of fhe seed or to tlie growth of the vegetation. 7. Soil Ret�ntion Blanket a. "Curlex I" frorn American Excelsior, 9Q0 Ave. H East, Past OfFice Box 562�, Arlingtan, Texas 76001, 1-500-777-SOIL or approved eyual. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTR.UL [NOT USED] PART 3- E�iECUTION �NOT iTSED] 3.1 INSTALLERS [NOT iTSED] 3.2 EXAMLNATION [NOT USED] 3.3 PREPARATION A. Surface Preparation: clea.r surface of ajl materia3 includin.g: 1. 5tumps, stones, and other ohjects larger than one inch, 2. Roots, brush, wire, stakes, etc. 3. Any ohjects that may interfere with seeding or mai��tena�ice. B. Tilling 1. Cort�pacted areas: till 1 inch deep 2. Areas sloped greater than 3:1: run a tractor parallel to slope to provide less seed/water ru2s-off 3. Areas near trees; Do not tiIl deeper tha� 1/2 i��ch inside "drip l'uie" of tz•ees. CITY OF FORT W01tTH �agle Mountam WTP Clearwell No. 3 Rehab CONSTRUCTION SP�CIF[GATION DOCUMENI'S CiYy Prajec# No, 103048 Ju[y 2021 32 92 13 i�YQROMULCHING, SEEDING AN� SODDING Page 7 of 10 3.4 INST ALLATION A. Block Sodding 1. General a. Place sod between curb and walk and on terraces that is the same type grass as adjacent grass or existing lawn. b. Plant between the ave.rage fas# freeze date in the spring and 6 weeks prior to the average first freeze in the falI. 2. Installation a. Plant sod specified after the area has been co�npleted to the lines and grades shown an the Drawings with 6 inches of tapsoil. b. Use care to retain native soil on the raa#s af the sod during the process of excavating, hau�ing and planting. c. Keep sod material mais� from the time it is dug until planted. d. PIace sod so that the entire area designatea for sodding is cavered. e. Fill vaids left in the solid sodding with additional sod and tamp. f, Roll and tamp sod sQ tha# sod is in complete contact with topsoil at a uniform slope. g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the firm earkh in areas that may slide due to the heighf or slope af the surface or nature of the soil. Watering and Finishing Furnish water as an anciliary cost to Contractor by means oftemparary metering 1 irr'tgation, water truck or hy any other method necessary to achie�e an acceptable stand oFtvrf as defined in 3.13.B. b. Thoraughly water sod immediately a$er planted. e. Water until established. d. Generally, an amount oi wat�r that is equal to the average amoui�t af rainfali plus 1/2 inch per week should be applied until accepted. If applicahle, �lant large areas by irrigation zones to ensure areas are watered as soon as they are planted. B, Seeding 1. General a. Seed on�y those areas iildicated on the Drar�vings and areas disturbed by construction. b. Mark each area to be seeded in the field prinr to seeding for City approval. 2. Broadcast Seeding a. Broadcast seed in 2 directians at right angles to eacl� other. b. Harrow or rake liglrtly to cover seed. c. Never cover seed with more soil than twice its diam�ter. d. Far wildflower p�anting�: 1) Scalp existing grasses to 3 inch 2) Remove grass clippings, so seed can make contact with the soil. CITY OF FORT WORTH EagVe Mountain WTP Clearwell No. 3 Reha6 CONSTR[JCTION SPEC[FICATIOM aOCU3v1ENT5 City Project No. 103448 7uly 2021 32 92 13 H'YDROMULCF-I[NG, SEEDING AND SOI�DING Page 8 of 10 3. M�nhanically Seeding (Drilling): a. Uni%rmly distribute seed over the areas shown on the Drawings or as directed. b. All varieties of seed and fertilizer may be distr�buted at the same tinne provided that each component is uniformly applied at the specified rate. c. Drill seed at a depth of 114 in.ch to 3/8 inch utilizing a pasture or rang�land type drill. d. Drill on the cantaur of slopes After plantir►g roll with a raller integral to the seed drill, ar a corrugated ro�ler of the "CuItipacker" type. Roll slope areas on the contour, 4. Hydromulching a. Mixing: Seed, mulch, fertilizer and water may be mixed pravided that: 1) Mixture is uniformly suspended to form a homogenous slurry. 2) Mixture farrns a blotter-like ground cover impregnated uniformly with grass seed. 3) Mixture is applied within 30 �ninutes after placed in the equipment. b. Placing 1) Unifarmly distribute in the quat�tity specified over the areas shown on the Drawings or as directed, 5. Fertilizing; uniforrnly apply fertilizer over seeded area, 6. 1Natering a. Fuarnish water by m�ans of temporary metering / irrigation, water truck or by any other inethod necessary ta achieve an acceptable stand oiturf as defined in 3.13.B. b. Water soil ta a rninimum depth of 4 inches within 48 haurs of seeding. e.. Water as ttirect by the City at Ieast twice daily for 14 days after seeding in such a manner as to prevent washing of the slopes or dislodgement of t(ie seed. c�. Wa#er until final acceptance. e. Generally, an amount of water that is equal to the average amount of rainfall plus 1/2 inch pe:r week sl�ould be applied until accepted. 3.5 MAINTENANCE A. Block Sodrling 1. Wafer arYd mow sod until campletion and final acceptanc� of the Project or as dir�cted by the City. 2. Sod shaIl not be considered �nalIy accepted until tl�e sod has started to peg dotun (roots grovring in�o the soil} and is free from dead blocks af sod. B. Seeding 1. Water and mow sod until completion and final acceptance afthe Project or as directed by the City. 2. Maintain the seeded area until each of the fo�lowing is achieved: a. Vegetation is evenly distributed b. Vegetatian is free from bare areas 3. Turf wi11 be accepted once fu11y establishad. CITY QF FORT WORTH Eag1e Mauntain WTP Clearwel] No. 312ehab COi�3STRUCTION SPECIFICATION bOCUM�NTS City Praject No, 103Q�8 July 2021 32 92 l3 1iYDROMULCHING, SEEDII�iG AND SO�C]iNG Page 9 of 10 a. �eeded area must have 100 percent grawth to a height of 3 inches with 1 maw cycle perForaned by the Contractor prior to cansideration of acceptance by the City. C. Rejection l. City may rejeet block sod or seeded area on the basis oiweed populatians. 3.6 ATTACIIMENTS [NOT USED] END OF SECTION CI7'Y OF FQRT WORTH Eagie Mountain W�'P Clearwell No. 3 Rehab C�NSTRUCT{ON SPECIFICATIOid DOCUMENTS City Praject No. 103048 July 2D21 32 92 I3 HYDROMULCHI�IG, SEEDING AATD SObbTNG Page 10 nf lU TAIS PAGE INTENTIONALLY LEFT BLANK CITY pF FORT WORTH Eagle Mountain VJTP Cleazwall No. 3 Rehab CONSTRiJCTION SPECIFICATIpN DOCUMENTS City Project No. 103048 July 2021 �Dn�isIl�� 33 �JtiY��Iles TI�[�S ]PAG�C ��T7�]El�'g'ION.A�LI�� ]L�E�"�' I�I�AI�TI� 33 O1 1Q.59 ➢iS�lf ECTIO]+I dF WAT�R UTILiTY STORAGE TANKS Paga i of 4 SECTION 33 O1 10.59 - DISINFECTION OF WATER UTILITY STORAGE TANKS PART 1 - GENERAL 1.1 RELATED DOCi.JIVIENTS A. Drawings and general provisions of the Contraat, includin� General ar►d Supplemantarx Conditions and Division U 1 Specification Sections, apply t� this Section. 1.2 SUMMARY A. Section Includes: 1. Water tank disinfection. 2. Bacteriological testing. B. Related Rec�uirements: 1. St�ctian O1 50 00: T�mporary Facilities and Control. 2. Se�tion Q3 Ol OO.bl: Concrete Tank Repairs. 1.3 REFERENCE ST�NI7ARDS A. American Water Works Assaciation: 1.4 A. B. C. D. E. F. 1. AWWA C6S2 - Disinfection of Water-Storage �acilities. ACTION SUBMITTALS Disinfection Procedure: 1. Submit description of proceciure, i�lcluding type of disinfectant and calculations indicating quantities of dissnfectants required to produce specified chlorine concentration. 2. Comply with Sections 3 and 4 of AWWA C652. Manufacturer's Certificate: Certify that prociucts meet or exce�d speci�ied requirements. Certify that disinfectants meet or exceed AWWA Cb52 requirements. Test and Evaluation Reports: Indicate results of bacteriological anci residual chlorine laboratary test reports. �ield Quality-Coi3trol Submittal�: Indicate results of Contractor-funiished tests and inspections. Qualifications SYaieme�it: CDIVi Smith Eagle Mount�in WTP Glearwell t�[o. 3 Rehab CONSTRUCTIOI�f SPECIFICATION DOCUiv1ENT5 City Praject No. 1030�}S Jidy 2021 33 O1 10.59 DiSINFECT[ON aF WATER UTILITY STORAGE TANKS Paga 2 of 4 1.5 A. B. 1.6 A. 1.7 A. S. C. 1. Suhmif quali�cations far applicator. QUALITY ASSZJR.ANCE Peeform Work in compliance with AWWA C652. Maintain a copy of each standard affecting Work of this �ection on Site. QUAL�FICATION� AppIicator: Company spacializing in performing Work of tliis S�ctian with minimum three years documented experienc.e and approved by manufacturer. DELIVERY, STORAG�, AND HA.NDLING Inspe.ction: Accept materials on Site in manufacturer's ariginal packaging and inspect far damage. Stare disinfectants according to manufacturer's recommendations and in a cool, dry place away from combustibles such as wood, rags, oils, and greases. Handle disinfectants according to manufacturer's sa%ty precautians.. PART 2 - PRODUCTS 2.1 A DISINFECTANTS Chlarine Forms: Acearding to AWWA C6S2, Section 4. PART 3 - EXECUTION 3.1 EXAM_INATION A, Inspectian: 3.2 n 1. Conduct inspection of tank interiar before beginning disinfection. 2. Verify that tank is elean and free of polluting tnaterials. 3. Verify that tank pipe and vent comiectio�is are properly made and clear of obstructions. 4, �erify that pai�at is ihorouglily cured according to paint manufacturer's instructians. PREPARATION Furnish personnel worki�ig inside tank during disinfection with eqUipznent to comply with Federal and state regulations for Work conducted in a hazardous atmosphere. CbM Smith Eagle Mnuntain WTP Glearwell Iso. 3 Rel�ab CONSTRUCTION SP�CIFI.CATION DpCUMENTS City Projccf 1�0, 103048 July 2Q2[ 33 Ql L0.59 DISII�FECTIpN OF 1NATER UTILITY STORAGE TANKS Page 3 of4 B. 3.3 A. B. C. D 3 .4 Protect aquatic life and vegetatian from damage from disinfectant solution purged fram taiik. APPLICATI(3N Water for disinfection pt�rposes will be provid�d by City per Section Ol SO Q0. Use the following methods for disinfecting tan4c accordang to AWWA C652, 5ection 4: 1. Chlorination Method 2. Disposal: 1. Neutralize disinfectant solution befnre disposal. 2. Legally dispose of disinfectinn solution off Pro3ect Sit�. Repair damage caused hy disi»fectant solution and disinfection procedures. FIELD QU�-1LTTY CONTROL A. Sampling: 1. Owner will collect samples of water from �i�led tank for bacteriological analysis according to AWWA C652, Section 5. 2. Owner wvi11 take inlet and outlet water samples. : C. Owner will test water samples for bactarial cQntamination and residual chlorin� accarding to State of Texas health standards for potable water. Owner will pay for initial testing to be performed by Owner selected laboratory. All subsequent testing, should the initial test faiI, shall be paid for by the Contractor. D. If water samples fail to meet state health standards for pota.ble water, perform following eorrective measures until water qualiry complies with stata health standards: 1. Inlet and Outle# Water Sampl�: Failure: �liminate source of contarnination jn water supply, repeat disinfection, and retest water quality. 2. Outlet Water Sample Failure: Repeat disinfection and ret�st water quality. END OF SE�TION 33 01 10.59 CDM Smith Eagle Mountain WTP Clearwell No. 3 Rehab CONSTRUCT'ION SPECIFICATI�N DOCUMENTS City Project No. j 03448 Jul.y 2(rLl 33 O1 1039 DISINFEC'I'I�N QF WATER U.TILITY STOR/AGE TANKS Page 4 of 4 THIS PAGE 1NTENTIONALLY LEFT BLANI� CDM 3ntitli Eagle Mountain W'tP Clearwall No. 3 Rehab CQNSTRUCT[ON 5f'�C1F"[CATION DOCUMENTS City Project Na. 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Inlormation musf be fizld verdied as �,�adod � s �. . �` 7", �'� ,..�.�� a� � � I � i i I � � \ t i I I i , i i �� Jt � 1 i , itemoved exishng waterslop lyp all arncf 1 �o�� '�� 9'0�� C �� \ ` Y � e[9� I � I xwus I�r,,,,.Y..,,,.. ..a�ef5lQp aruui7d plpe ane! bR nevr di14 iioiy cAhcrele (lyp} !� -- —i Detail A �� '-5�� Install �lastomeric coating at partiai wau neigm. cu��a. anq enun } �� flvor arQa SEe tietail C Sor addiSional reauirements ��ir�� — �� P�P� � W�� Field weld steei silt stop Fy �� s L�S. �� 2 pipe ta 54" oi2tl�i pipe � e� H�� Ai 9�� - ��bL11�� the ciret3mfererice of pipe. on inferior. �paxy � � ��1 �� caal all weldedluncoated steel, See specificalions i for additional reqGiirements � �'�� 1 ... ,.�. � , , ' � o { •r� � �� , 1Sf�S'� U] � I + + - Y---:�s-" I�--� I---;--_ _I ,,--�- , � I ' ' ; ��uT I I I t � � � � � � �__—_----------------__ _ �� _�� _ —_�_' �/�, I __ /� 1 �------------------- ♦ , ,, _ �..� .�.:..� .�.�,..�. c��''lai Irri�ar'�Y�r�i��;��r�^i��1r'Y�i�� Detail B �PPENDIX A - REPAIR REQU�REMENTS �� 1�t� ��j� I�isla4 Qlaslomeric cooling at partiaf wall heiglat, curb. and entlre fluar area See-Oetail C fo� acidl�ional requiremenls Q � �� i.� .�� a�c �� o,c. �—� • e� o.c.� �A. K'AY R111� �—� LE�EL F1�RRI�. 6�P6��. J�ENT i��3 LA1�S �i ' � � hEl ��LYail.ld �VIPA��T� �RI�S �� v ��a� � �� oxv ��. ��D I .parat� pl_ee rr --�ation require,,,.., .�P�e �s perinittecl with Ei�gine ly ��s �� r�� r� '�`�I�S PA��E IllTT]E�T'I'I�l�A�l�� I.a]E�'T ��A1�I� � � Sho ��win �eviernr C�mrnen�s TC?; AUI COi�TRAC7�RS INC. FROM: CAMP DRESS�R & McKE� INC. 4775 NORTH FFtEEWAY 777 TAY�OR STREET, SUITE 1050 FORT WORTH, TX 761b6 FORT WORTH, TX 761Q2 TEL. N0. (817) 92fi-4377 TEL. NQ. (8171332-8727 CDM PRQJECT NO.: 0515 — 8091 5 PR4JECT. EAGLE MOUNTAIN W�P — CL.�ARWELL No. 3 OWN�R: C1TY OF FORT WORTH PROJECT Nb.: 1622 CONTRACTQR: AUI CONTRACTORS INC PROJECT NO.: 41904 TRANSMITTING HEREWITH: DESCRIPTION; Finish Pa9nt SUB NO.: 5�-09902-01 FE�EX: PRIORI7Y STANDARD EGONOMY MAIL: EXPRESS PRlORfTY REGULAR OTHER: DISTRIBUTION: CDM-DAL CP&Y DTHER GAl CDM-FTW X FWUV� SHO� �i�V�.�IN� R�1/I��' EI�GIMEER'S REViEW RE5PONSE REQUIRE� OF CONTRACTOR Q Approved ❑ Comments r� Confirm ✓ Approved as Noted Attached ❑ Not A raved n Resubmit n Receipt Acknowledged (Not 5ubject to Engineer's Re�iew or Approval} Ths Engineer's re�iew of this shop drawing is limifed to the review of dimensions, equipment and materials as presented in the Conkract pkans, specif[caiions, and for design concept. This review does not relie�e the Contractor from errors ar omissions in the submittal or from the Contractor's responsibility nf addressing any de�iatians from the Contract Documents. The Contractor is responsEble for the details and dimensions of fabrication and manufacture, the means, methads, techniques, sequences or pracedures af consfructEon and performing his work i a s fe manner. � By Chad Bartruff P� � Date DS-26-2D11 R�MARKS NONE [] SEE BELOW [�] 5E� ATTACHED SHEET COMMENT I REVIEVU NUMBER BY REVIEW C�MMENTS 1 CN The minimum dry film thickness shall be in accordance wikh the Paragraph 2.02.B. 2 CN All coatings in conkact with water or subject fo splashing shall be NSF certified for such use, Application shall be in accordance with NSF certification. Addit�ve use shall be com atible for olabie use. 3 CN Finished DFT shall be as specified for respective coating systems. 4 �N The riser pipe and overflow pipe shall be painted as DC3501 Off White and the drain pipe shall be painted as DC1442 I,M.Buff as shown in the submitted color chart. 5�-49902TR1.doc PAGE '� OF 1 PAG�S BY CN �aH[IS �P.A.GE �l�T'�'El�T��llTAl�� ..��E�� ]��A�T� TO EXHiBIT A TRANSMIT'T'ALOF CONTRACTOR'S SUBMI"I'TAL DATE: S/D 1/11 C.P. Nawal Camp Dresser McKee Submittal No.: 0990�-01 777 Taylor Stre�t, Ste 1050 X New Submittal Re-submittal Fort Worth, TX 76102 R�view Cycle AUI Transmitkal # 023 Contr�ct No. 419Q4 Eagle Mountain WTP Clearwell Number 3 FROM: AllI Contractors 4775 North Freeway Fort Worth, Texas 76106 Philip Bennett SUBMITTAL TYPE: J�Shop Drawi ng ❑ Quality Conkral The followiug item is hereby suhmitted: (Cover only one section with each transmittal) ❑ Administrati�� ❑ Sample ❑ Contract Closeout ❑ "OFEquaP'/Substitute Number of Description of Item Submitted Spec. Drawing or Contains Variation Copies (Descriptian in Spacification, etc.) Para. No. Sheet Number ta Contract No Yes Elecfronic e Finish Paint 2.02 Page 4 X CONTRACTOR hereby certifies that hy this submittal, I herehy represent that I have determined and verif'ied �ield measurements, field consiruction criteria, materials, dimensions, catalog numbers and similar data and I ha�e checked and coordinated each item with qther applicable shop drawings. By: GONTRACTOR (Authorized Signature) C�NTRACTOR'S REVIEW STAMP ENGINEER'5 REV�W STAMP � suaMiTra� No n�sa2-o� . ,%� NO EXGE.PI'IDNS'�{1KEN MAKF CORREC'I'IONS A5 NOTE❑ REJECTE� RFVIS�. AN� RESU�MI1' 5UOM11 SPECIFIEQ ITEM CQRf�ECTI0AIS OR CpMMEN75 MADE ON TIiF SHOP ORkNlING �.URING THIS REVICW [70ES NOT RELIEVE "fhlE SUBCGNTRACTOR f1N[l10{: SIJPPI�IER FRQt� COMPLIRNCE WITH RE�l11REhAENTS OF 1'NE qR14WiNGS AN� SPECIFICATIONS. THlS CHFCK SS qNLY FpR REVIEW pF GEKERALCONFORMRNCE WITH THE UESIGN CONC�PT DF THE PROJEC�f AIVp CiENERA� COMPLIANCC WI'1'H THF INFORbRRTIpN f.iIVCN IN TI�F CONTRACT []OGUMENTS. 7HC Sli6CUN'i'RAG10R RNI7fOR Sl1PPLIER IS R�SI'ONSIBL� �OR CDNI'-IRM1f�C' hND CDRRELATING,�LL OUAhJ"fITIES AN� DIMENSIONS SEL�GTING FABRICATION FRO�CESSFSANa TECHNIRUCS QF C4NSTRl1CTIQN CO�DRDkNATING HIS Vl+pfiK WITH ?FIAT OF ALL fR�AULS /1N� F'-ERFURMIiJG I-IIS INO{iK;N A SA�E ANCI SATISFAC;7pRY MANNEF2 AUI CQIJTRACTflRS q'775 NORTH fRFEWAY F(7RT WpFTI'l l, 7CXA5 7G10f: �KTE. filU�191 6Y: PB Contrac�ors Subm�.t�a� Rev� ew Co�nen�s � The Finish Pain� system is being subxnitted as the TCI-Devoe Multi-puipose Epoxy coaiing, o Engineer, please verif� color seleciions for the systems in.dicated. � AUI will drop ofF two hard copi�s of the Color Chart to CDM later this week. � {, � ,� I � I I i� ' ,. )I I t ��. . r�� .',� `� �C7C7� Representing the Brancis: , L ��I�I��i 1 1 M � �wa��ion�m� �,� , � �r,��a ��r��n��ec� �o�►�� su�i�� or �� Ino �Calfu�t�os � �2 �re��r� Ct. �'o� �lor�h, �'X !�'� ti6 �ngineer: C�.�lIP, DFt�SS�R & N1CF�FF Gen��al Cont�acfior: �,UI INC, C�NiF�Ci�R� ��o �I�� Ei4�LE I�C��R��411V 11V�P C��4�'P�d"�� IVO.� AkzoNobel Paints Reference #aa960 Prepared By: 5te�e Chatman Glidden Professional Paint Company 1 ICI PAINTS 1 DEVOE Coatings 1050 E. Seminary Dr. Fort Worth,TX 7B9 9 5 Telephone: 817-821-1598 Fax: 440-297-6376 [' � ��t��b�0�� GLIDDEN PROFESSfOfVAL PAINT CQAAPANY I ICI PA�NT51 DEVOE GOATI N G S 1050 E. Seminary I]r, F'ort Worfh,TX 76115 Tele p ho ne: 817-821-1598 Fax: 440-297-6376 July 26, 2011 Dino Kalfun�zos GCE 102 Tree�iew Ct. Fort Worth, TX 76'126 ��: CIiY QF FORi �ll�Rib ��AG�� f�OUIV�AIiV I�d`T'P CLEA�!l��LL fd0.3 �22��Q Dear Dino Kalfuntzos, The products listed are respectfully submitted for approval for use on ihe above referencecf project, G{idden Professional Paint Center certifies that the products we intend to furnish will meet or exceed the performance requirements nf the job specifications. The painting schedule, Praduct Data and MSDS shee#s are included for your review. Shauld additional information b� r�quired, please feel free #o contact me. Thank you for the opportunity to be o� service. Sincerely, Ste�e Chatman Representirag the Brands: r' I�nddc�� • ! � � `� . PRaFF8610NAL� - NlGH pfRFpRMANCF �. :� � Akza Nobel Paints LLC Akzo Nobal R�aints L�C T+44d-297-SODO Glidden Professional 15885 West Sprague F2d www.akzonobel.com Strongs�ille, OH 44136 July 26, 2411 Dear Madam or Sir; �'�� ,�� T�is bid includes products manufactured by the campany formerly known as !CI Paints. We would like ko inform you of some changes to the names of the products include� in this bid, which will occur during the course of this painfing project. Imperial Chemical In�ustries PLC (of which ICI Paints was a part) was acquired by Alfzo Nobel NV in January 20Q8 to create the largest paint and coatings campany in the world. Here in the U5, the eliminatian of the 1CI Paints brand gi�es us the opportunity to reWiew our portfolio and to ensure that the way tl�e products and stores are �resented best reflects the needs of the professional paint markEt. Accordingly, in February of 2010, we will be maving our architeckural product lines under the new brand af Glidden Prof�ssional paints and also rebranding aur stores as Glidden Professional Paint Centers. We are excited abaut this transformation of our business; r�ve trust that you agree that solidifying our Trade Business under this well-respected brand will be a positi�e move for aur customers. Some key facts about the transikion and how it may affect this bid submission: � Our products are not changing, just the label. We will be changing the design of the label sndlor names of aur products. Care �roduct farmulatians and product codes wiH nat change As an example, the current Dulux Lifemaster paint will soon become Glidd�n Professional Lifemaster No VOC pair�t As we get closer ta launch, we will be sharing kh� full plan for the new brand of Glidden Proiessional paint; unkii khen, wed like you ta remember that we are: • 5olely focused on the Trade customer, not #he needs of a DIYer. • Confident well have the best servic� proposition in the industry through our distri6ution network (including Authorized Dealers}, • Relentless in develaping aur pro-iocused producf �ortfolio. • Constantly str'iving to launch innavative solukions ta help our cu5tomers reduce their environmental impact. When you think abou# the needs of your busines� today and you see the challenges you will face in the future, we would want you to Inok to us as the parfner who understands the issues and will deliver the best solution. We'll be there to help yau along the way Yours faithfully, Steve Chatman Saabs��e: Ir�t��r �a�� . '� �erro�s s�a��erg�� ° ��bj��t �� s�0�s�i�� O�der� Code �isplay Rl�me �roducfi iV�me 1 236 Primer BAR-RUST 236 Multi-Purpase Epoxy Coating 2 236 Finish BAR-RUST 236 Multi-Purpose Epaxy Coating 5��rate: ��ero�r �o�� a 1 F��°roa�s s�b�e��ed �r ��b�� t� splashing Opde� Code Di�pl�y f��me �roduc4 R�ame 1 233H Primer BAR-RUST 233H Mul�i-Purpose Epoxy Coating 2 233H Finish BAR-RIJST 233H Mulfi-PurposE Epoxy Coating Ofiher ��oducts: me��l� Coa� DFi (mils) 1 6-8 1 �-8 ��als �oafi� D�i {mil�� 1 6-$ � 6-8 use this sys#em for potable water S�ai��t�°a�� Ex��°io� 2.�2 �. 2�o� ��rr��d f�rr��s rr��al� � Order Code �i�play iV�me �r�oduct fV�m� Coa�s ��' (mils) 1 224H Primer DEVRAN 224HS Epoxy High 1 4-6 S Build Coating 2 379 Finish DEVTHANE 379UVA Ali�hatic 1 3-4 Urethane Gloss Enamel S�bs�ra��: D��io� 2.�2 �0 3 n�r��br��°��d f�r��rs r��als: Order Code �isplay Name �roduc� Name Coat� �� (mils] 1 224H Primer DEVRAN 224HS Epoxy High 1 4-6 S Build Coating 2 224H Finish DEVRAN 224HS Epoxy High 1 4-6 S �uild Caating 0 o�n o.. � �y L a O �V �a ✓� V z� �� Z a O u 4 w n � � ;� �;�, w � �� , � � � � bx�� o�� ;... �—. _ ____�.�!!. -�. ..� �eneric: Advanced Technology Epa�r General Description: A high performance, multi- purpose, surface tolerant, two-component chemically-cured epoxy semi-gloss caaling. Tybical Uses: BAR-RUST 236 coating is a true universal coatir�g. Excellent for use on water ianks and any other water confainment skructures offering cargo, chemical, fuel, and solvent resistance. 5ee ff�e Tank Lining Chemical Resistance Tahle for specifia information. Also used on structural sleel, equipment, piping and maspnry at pulp and paper mills, chemical antl fertilizer plants, sewage treatment plants, tank farms, and on bridges. S eeial ualiflcatians: Performance alternate for Federal SpecificationsMil-P-2323BB(SH) Type I& IV, Type I 8 IV, and Class 2. AdvantaAes: � Low VOC � Oufstanding corrosion protection • Suitable for saft & fresh water immerslon • Su1table for corrosive environments = �R2�istant to many solvents and chemicals � Resistant to cathodic disbandment • Lowers cost of surface preparation • 5u�face talerant � Goad adhesion to damp surFaces and tight rust � Low temperature c�re to 0°F (-18°C) • Fasl dry-to-recoat • Self-priming for steel & masanry substrates Llmitatians of Use; Exteriar exposure will cause a color change, ea�ly dulling, and loss of gloss, but this does noi affeci protecliva properties. Epoxy coatings may yellow during application and cure +f ex��sed fo the combustion by-products af imprope�ly vented fossd fuel buming heaters. Commonly finished with i]EV7HANE� Urethane Enamel for maximum exlerior color & gloss retention. � ' `, I! � � ' I �` I - � �I ��I �ulti��urpo�� poxy ��a�in� Cafi. � �36��X1236C091 D �o1or: �ff While (tintable to light pastel colors only), ready-mixed colors Finish: Semi-Gloss WeiahtlGall�n; 12.9 Ihs.Igal. (1.5 kglL) —varies with color !IOC �EPA 24): 1.41 Ibs.lgal.(170 g!L) — varies with color Thl.nned 10% with T-10 thinner <250 gIL (2.10 IbsJgal.) Solids Bv Volume: (ASTM D 2697 — 7 day): 80°/0 + 2% ii�eoreticai Coveraqe at 1.0 Mil [25 micronsl Drv: 1283 sq.ft.lgal,(31.5 m2IL) Recommended Film Thickness: 4.0-8.0 mils {100-200 microns) dry — 5-10 mils (125-250 microns} wet. (Make allowances for loss due to �uerspray & irregular surfaaes.) S sy tems: Please consult the appropriate system guide, the parkicular job speciflaation or your !CI Paints Representalive for proper sysiems �sing ihis product, Systems must be selected considering the particular environment involved. Mlnftnum Dry Time (ASTM D�640i: At 6 mils (150 microns) DFT 5ubstrate 1'emperature 2D°F �•7°C) d0`F (4"Cj 60°F (16'C] 8Q'F {27°C) � Mfnlmum Recoat 26 Haurs 9 Hours 5 Hours 3.5 Hours Ury Hard 53 Hours 17 Hours 'f0 Hours 7 Haurs � Maximum Re�oal 5elf 30 Days 3Q Days 30 days 30 �ays �EVTHANE Ure�san 7 Days 6 �ays 5 bays 5 Deys Ventflation, film thickness, humidity, thinning, and other factors can influence the rate ot dry Warning: The abvve table provides general guidelines only. Always consuH yaur 1CI Paints Representative for appropriaie recoai windows since the maximum aged recroai tlme oi this product may be significantly shortened or lengthened by a variety of aonditions, including, but not limited to humidity, surface temperature, and the use of addifives or thinners, The use of �ccelerators or iorce curing may shorlen the aged recoat of individual coalings. The above recoai windows may not apply i# recoaiing wiih a produci ather fhan those 1151ed above.lf the maximum aged recoat window is exc.�eded, please wnsult ynur ICI Irtdustnal Coatings Specialist for appropriaie recommendations to enhance adhes9on, Failure fo ohserve these precautions may result in inier¢oat daiamination. Shelf Life: Over 24 manths at 77°F (25°C) — unopened Mix Ratia gv Volume: 4[hase): 1(converter) — see mixing instructions. lnduc�ion: 15 minutes @ 77°F (Z5°C) — see mixing inskructians. Pot Life: 4 hours @ 77°F (25�C) & 50% R.H. � � ` I Adhesion: (ASTM D�4541) -- �xcelfent Chemical Reslstance: ��STM D 13�a —[4 hr, coniacl) Excellent, Salt 5aray Resistance: (ASTM B 117) —�xcellen# Resists splash and spillage of alkalis, salts, molsture, oils, greases, Ahrasinn Resistance: (ASTM D 406Q) — Good foodstuffs and detergents, 50% 5odium Hydroxide, 28% Ammonia, Humidiiu 1�esistance: (ASTM p 4585) — Excellent 5°/o Trisodium Phosphate, 25% Citric Acid, 25% Lactic Acid,10% 5ervice Temperature Limits: 250°F (121°C) dry Sulfuric Acid, Crude Oil, 10% HydrochloricAcid, 20°/o Tannic Acid, bardness: (ASTM D 3363), 7 day cure Q 77°F (25°C) — 3H �°/a Spdium Chlnride, 10°/n Ammonium Hydroxide, sewage. QANG�R! COMBUSTIBLE. HARMFUL OR FATAL IF SWALLOWE�. Read label and Material 5afety Da#a Sheet Prior to Use. See other cautions on last page. DSF2-0790 x � � � � R � � z � C7 � m n O � i � � �� rn� n �n �� n � O � � � � � 1•:l1� Back Page:23SBXXXX1236C0910 o� � .■ .,■ 5urfaces must be dry, clean, free of QII, grease, farm release agents, curing compounds, laiiance, nthe� foreign maiter and be slructurally saund. Remove all loosa paint, mortar spafter, mlll scale, and rusi. All direct to metal coatings provlde maximum psrformance over blasied surfaces. There are situations and cost limitaiions which preclude blasting. BAR-RUST� 236 coating was designed fo provide excellent protectian aver less ihan ideal surface preparakion, The minimum standard ior non-immersion se�vice is 55PGSP2 (ISO- 512); Tnr lmmerslan senrice the minimum slandard is 5SPG5P3 QS4-5t3J. These minimum surface preparation standards apply to steef that has been previously shrasive 6lasted, caated and deteriorated. V11here very rusty surfaces skill remain afler cleaning use PRE-PRIMETM' 167 Sealer pefore appNcaSion of BAR-RIfST 236 coating. New SurFaces: Steel —iVevu steel surFaces should be initialiy blasied ta near-white metal surface cleanliness in aceordance with 55PC-SF10 or ISO-5a21l2 far immersion service or commercial blast cleanliness in accordance wiih SSPC-SP6 or 15p-Sa2 for non- immersion service, Blast profile on steel should be 1.5 tv 2.5 mils (38•83 micrans) in depih and be of a sharp, Jagged nature as opposed ko a°p�een" petlem (from shot blasfingj, 5urfaces must b.e Free otgrii dust. Concrete Block—Remove laose aggregate and repair voids. Fill wifh ihis product or TRU-GLAZE-WB'^� 4Q15 fillar, Concrete Floors, Poured Concrete — Cure at feasf 30 days, Acid efch or abrasive blasi slick, glazed concrete or concrete with laitance. Prime wifh PRE-PRIME t 67 sealer or this coetin�. Galvanized 5teel — Remove dir# and oifs hy soiveni cleaning or with DEVPREP� 88 Cleaner or olher sullable cleaner fallowed by a ihorough wa#er rinsing, Prime with QEVRAN�26b ar bEVFtAN 203 epoxy pr�merfor non-immersion. For lmmersipn or severe malsture condition, abrasive biasting is recommended before pnming with this product or DEVRAN 201 epoxy pnmer. Choice of primer dependant on local VOC regulations. Previouslv Paintcd Surfaces: Old waiings shauld be tested for liRing. If 1if11ng accurs, remove the lifted coating, Otherxise scuff sand glossy areas and aged epaxy coatings, Clean aged epoxy or ureihane coatings with DEVPREP� 88 cleaner or oiher suiiable cleaner, Remave cracked and peeling pain#. prime bare areas wllh primer specified under New Surfaces. If khinning is required, thln with T-5 thinner only when used over aged alkyd coafings. DIRE�T�IQlVS F(7F�'USE Tintina: White can be iinted wiih CHROMA•CHEM' 844 col�rants. (Do noi use waier pased coiorants). Add coloranis to only ihe 6ase portion. MUc thoroughly befare adding the converter porlion, Thinnin�: Thinning is not requirad, however, If ihinning is desired, 1 Q% or less by volume of T-10 thinner can b� added depending on lacal VOC and air quality regulatinns. Any solvent additian should be made afler the lwo camponenis are thoroughly mixed, Mixin�c c BAR-RUS i zsn coaking is a 1wo-aamponeni producl supplied in � gal�on and 1 gallon kits whlch contain the praper ratio of ingredients. The entire contents of each confainer must be mixed togaiher. Pawer mix ihe hase portion first to abtain a smooth, homogeneous condition. Affer mixing the base portion, add ihe converter slowly with continued agitation. After the converter add is cvmplete, continue to mix slowly. Allow the mixed material io stand 15 minuies at 77°F (25°C) bafore use. Avaid storir�g or placing containers ir� direct sunlight. Appl[cation: BAR-RUBT 236 coating can be applied by airspray and airless spray methods. Hvwever, the preferred method of application is wiih heavy-duiy alrless spray, For afrless applicaiian, a 45:1 airless pump or larger is recommended. Tip s€zes from ,021 fo .027 will provide a good spray pattem, For npiimum results, Buid hoses shouZd be 318" Ib or largerwith a maximum length of 54 ieet, Longer hose Leng#h or cold temperatures may require an increase in pump rativ andlorthinning. BAR-RUST 236 coating rnay also he ap�iiad by �rush or roller. Care should be iaken that proper and uniform film ihicknesses are obtafned, Brushing and ra!ling may require muiiiple caais io achieve correci film thickness andlor hiding. Tank LinEnu 5vstems Ssa BAR-R113T 236 Chemical Resiskanae Tab�e. 5areadln� Rate: Apply ai 150-321 sq,ft, per gallan (3,9-7,9 m�1L} depending on surface texture and pvrosity, Make a4lowance fvr any lasses due io over-spray ar surface irregularities, Vantilatian: li is very lmporkant for ihe saiety of the appllcafor and the proper performance of the BAR-RUST 2a6 coating that good ventilation be provided to all porfions of the enclosed area, It Is equally impartant to 6ring into fhe enclased area dry, iresh air to remove all solvent vapars. Since a11 solvent vapors are heavier than air, ventilafion ducis sf�ould reach to the lawest portions of ihe enclased areas as well as info any sfruciural pockefs. Ventilatian should be pravided ihraughawi the cure period to Insura all the solvants are ramoved from the coating. 7opcoats: In exterior areas, BAR-RUST 236 coating is comman4y fiinished with DEVTHAN�� lJrethane Enamel or �E]IRAN 229H Acrylic Epaxy Coating for impraved color retentEpn. pry Tlma {A5TM � 164U1: A170°� {21 °C) & 50% I�.H., drles to recoai with epoxy or uret[nane in 5 hours and hard in 7 haurs, Cfean•uq: Use T-1 D thinner. F'RE�Al1TIQI�S NOTIGE: Producks in this series canlain solvents, Reports have associated repeaied and proionged occupational overexposure io solvents wiih permanent braln and nervous system damage. Inteniional misuse by deliberately concentrating and inhaling ihe contenis may be harmful or fatal. For emergency informaiion call {8Q0} 545-2643. Hote, These warnings encampass the araduct series. Prlor ta use, read and follaw nroduct•soec€fic MS�S and iapel infarmatlan, Keep away irom heat, sparks and ilame. bo nat smvke. Vapors may ignite. Exfingulsh a11 ilames, burners, stoves, heaters and pilot Ilghts and disconnaci all electrical mators and appliances before use and until all vapors are gone. Prevent huild-up oi vapors hy opening all windows and doors fo achieve cross-venkilation. If sattding, wear a dusi mask tv avoid breathing of sanding dust. �o not hreathe vapors or spray mist, Ensure fresh alr entry during applica#ion and drying. Avoid coniact wiih eyes and skin, If you experience eye watering, headaches, or dizziness, leave fhe area, If properly used, a respfratar may offer addifional protection. Obiain professional advice before using. Close container after eaeh use. F1R57 AED: For skin contact, wash #horoughly wlth soap and water. Ii any produci remains, genily ru� wiih petroieum jelly, vegeia6le or minerallbaby ail then wash again with soap and water. Repeat as needed, �iemove cbntaminated clothing. Far eye contack, flush immediately wlih plenty of waier for at leasi 15 minutes, Get medical attention. If swallowed, �1et medical attentipn immediatelv. If inhalation causes discomforl, remove to iresh air. If discomfort persists or hreathing diffculfy occurs, get medlcal aitention, ItEEP FROM FREFZING. DS238-0706 �HIR,P,IN� � Flash Point: 1D0°F (38°C} Packaging: 1 gallon kit {3.7851.) 5 gallon kii (18.925Lj 0,80 gailon hase 4.00 gallon base 0.20 gallon converter 1.00 gallon converier `CHROMA-CHEM is a Registered Trademark of Degussa GmbH Shipping Weight: 4-1 gallon kits - 60 Ihs. (27,Z kg) 5 gallon kit- 701bs, (3f,8 kg) 236 (05107j Ad Siock #88638E � � HlGN PEI2FORMAIiyCE � J � � r ` � C��.. W+hITATIqN OF LfABII�TY; ia lhe 6est of aur knawledge, Ihe fechnical rlaln aonioinec; herein are true ond occ�rote Strongs�ilfe, Ohia U,S.A. arrh�doreoFissuoncehu�aresubjeclFochangewiihoufpriorno4ice.WeauoronleeourpraduclloconformFolhe 8DD-654-2616 specificafians conlained therein. WE MAKE NOOTHER WARRANIY OR GUARAN7EE OF ANY KiND, EKPRESS �R IMPLIED, INCLU�ING MERCHANTkSWTY AND FITI�E55 FdR PAR77CULAR PURPOSE, iiv6iliry, if any, is www.devoecoaFings, com �imife[I fo replacemenl oi tIre producf or re�nd oi the purchase price, IABOR OR CQSi OF LA80R AND QTHER CONSEQUENTiAI nAMACnES ANE HFREBY EXCLUdEb. ��-�u�r ��s 2��K Akzo Nabel Paints i 5885 Sprague Ttoad Strvngsville, Ol�io 44136 EMERGEI�lCY TE�.EPHONE AIO. (8U0) 545-2643 0 � 00 N 0 b � � I � I �_' I � �I '�I � � � L�—1 l� � I,I � I� •�� ii�I �i .! I l 'i i '�i �L w .a O C � itl b� x � 0 � v ^ o � 'O � � � � � n0 U o aj X ro o o ,� O ! � O o � � U � .� � � 'Cy 7� � � a�� o� F � H � d u � A� 9 % O O ti L m O �� F ,b � V.�,U w u o �p A C '�J N '��' O P4 �"' N R w � M 'y-d � 3�1 � � � � � � z �7 � � � �C+ 0 � � � I� � �.v+ � � � � � � h� � � � � d� � ��s H C i7 � � � � � � � a�a � � � T.� � .� � � w � � C 4° � � a >. 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U � m �.. � � I I r � � � � � � � � � •� .*. � �ti � O � f"d 4 b P. � 0. � 0 v � 4ti. �i �D N � 7 � — ��''T ��JF��I/�R� Cat. # 233�XX�i�tl�33(�0�03 .� i� r,� .� � �. � ,� iP �` � � ��. � � � } � � � ,. �� Generlc: Advanced Technolagp Epoxy Ce!?eral �escription: A high perfarmance, mulG•purpose, surface talerani, �rno-cnmponent ehemically-curcd epoxy semi-gloss coaiing. T Icy a�: BAR-RUST 233H is a irue universal �oating for steel or masonry surfaces in immersion and non-immersian service.ldeal for struciural steel, piping, lanks, and eguipmen! in chemiCal, fertilizer, e�d power p[anls, re�neries, pulp end peper mllls, mining operations, pota6fe svater transfer and storage, water and sewage heatmeni plants. Special Quallfications: Perfonnance aflernate for Federal Spec�fications TT- �-550C, TT-C�35B, MIL-P-24441-Type 111 & IV, MIL•C-22Z50�-Type I, M1L- P-23377E-Type I, and MIL-P-23236B {SHj-Type I& IV-Glas� 1� 2. Meets A�VWA C-210 entl D102. � i�S , J 5ee fisting at wwuv,nsf.prg "Drinking Water 3ystem � � Componenis" for applicaUan and cure CerUfled to AN5116lS� 61 ,Advan4apes: � Suitahie fnr fresh & salt water immersion • 5uitab[e for corrosfve envifonmenfs � Resistant tv many solvents and chemicals � Resistant to caihotlic disbondment • L.��r temperature cure to 0°F {-18°C) • Meets FINSIINSF Standartl 61 fvr potable water � 5urface tolerant =!�!:sd io metai - Fasi dry iff�recoat - speeds np production • Easily applied by brush, roll, or spray � Low VOC Limitations of Use: Exterior exposure will cause a color change, early dulfing, and loss of gloss, but this does not affect protecllve properties. Epoxy coatings may yellow during application and cure if exposed tu the combustian by-producfis of impropedy vented fossil fuel burning heaters. CommoNy finished wifh DEVTHANE� Urefhar[e Enamel for maximum exterior calor & gloss rete�tion. Use only ��roducts that are in eompliance wlth local VOC regulations. Adhesion: (ASTM D 4541)- Excellen! A6raslon Resistance; {ASTM b 4066) - Excellent �lonaetion: (ASTM D 522 Mefhod 6)- Excellent tiumidl,�,yt Resistance: �A5T�1 D 4585) - Excelleni Salt Sprav Reaistance: (A5TM B 117J - Exr,elleni Water Immersion, (ASTfN n 1308j - Excellenl 5ervice Temperalure L[mits: 25U°F (12t°Cy dry Hardness: (ASTM D 33fi3j, 7 day cure � 77°F (25°Cj 4N Moistura Permeahilitv (ASTM E 96): 0.7 perms �' :�], I�' �'�� I - 4 � - — I! I � �ul�i��urpese �pexy Caaiing ' Calor: Off-white (tintable far nan-potahle w�ter use} �nd ready mixed � colvrs ' Finish: Semi-Glvss � Reductlon Soivent: T-5 7hinner tor potable water use - see thinning. ?-10 Thinner acceptabie fior non-potable water usage. +'�lean•�SolaenL• T-10 Thinner . WeI�hUGallon: 42.3 IbsJgal, (1.47 kglL) - varies with cnlor VOC (EPA 24i: 1.41 IhsJgal. (170 gIL) - varies with calor Solfds Bv Volume (A5TM D 2697-7 da�}; 80%+ 2°!0 _ Theoretical Coveraue at 1.0 Mi1(25 micronsl Dry: 1283 sq. ft.lgal, Y ,� � ;31,fj m?If j r � - Recommended Film 7hieknass: 4.G-6,0 mlls (10a-15D micronsj dry � i- 5.0-7,5 mils (125-190 micrans) wet. May be applied up to 25.0 mils .� � (Fi25 microns) wet to ob�ain 20,0 mils (500 microns} dry. -- ses NSF k'_ 1lsting for dehalls. 5 sv tems: Please consuit the approprlate system guide, ihe particular ;ob specification or your ICI Paints Representative for proper systems using this product. 5ystems must be selected considering ihe parUcular envlrpnment invalved. ' Dry Time (ASTM � 164U): At 6 mils (15� microns) DFT suesnate � e�inpereture 30'F��T°CI 40'F��4°C1 66°F{7B°L� �80°F (27°Cf 72P°F �d9°C� � MlnlmumRecpat 15Hours 9Hooa 5kours 3.5Hours 2Hmu�s � PryHaM 3pHaurg 1THours 10Haurs THows 4Hours Mezfmum Racoat SelF 460ape 399ays 300ays 34Days f54�ye ]59�TM,959H, 989 7 �ays 6[lays SflsYs S aays 10ay �88H,3T6,378H, STBIlVA, 974H, 726H5, 7toH Irentilation, film ihiclmess, humidity, ihinning and other faciors can influence � :he �ate of dry. , Wa. mins�:The above iable provides general guldelines onty. Always cansult your ICI PaIMs Represenbfive fir appropriake reooat windows sinte tf�e i maximum aged recoai fime of Ihis product may be significantly shorlened vr , L:n+lhened by a wariety of condi6ons, Inciuding, but nol Ifmi�ed ta humfdity, .;urfa¢e lemperaiure> and the use vf sddiqvas or thinners. The use of acceleralors ar force curing may shorten the aged recoat of individual :�.�Gngs. The above recoat windows may nol apply if recoa6ng with a producl s,'I�er thai� l�ose listed above. If the ma�mum aged recoet window is exceeded, please cnnsull your ICI Painls Represenialive for appropriale recommendations lo enhan� adhesion. failure to abserve tl�ese precautions rn�y result in i�ter�oal delaminaUon, Shelf LIFe: 6ver 2A mon#�s at 77°� (25`CJ- unapened �Miz Ratlo Bv Vo[ume: 4(base);1(oanverter} see mixing instructlons Induction: None Pot Life: 3.5 houts � 77°F (25°C} 8 50% R.H Chemlcal 8 5oluent Reslstance: (ASTM D 1348 34 hr. coniactf - F�ceflent. Resists splash and spillage of alkalis, salis, moisture, oils, greases, foodstuffs and detergents, 50�o Sodium Hydroxide, 28%Ammonia, 5% 7risodium Phosphate, 25% Citric Acid, 25°/a Laclic Acid,10% 5uliuric Acid, Crude Oi1,1.090 Hydrachloric Acid, 20°k Tannic Acid, 5°k 5odium Chloride,1�% AmmoNum Hydroxide, sewage. Read Label and Material Safeiy Data 5heet Prfar to Lise. 5ee other oautions on East page. pSF1-�690 � � • � ; #� ,.4,� Back Page; 233FXlCXX1233Gd903 5urfaees musi be dry, elean, free ofoil, greasa, form re�ease agen#s, curing campounds, faitanoe, other foreign maiter and be stru�turally sv�nd. Remove all loose paink, moriar spafier, mill scale, and rust. All direcl to metal coalinqs provide maximum performance over blasted surfaces. There are situations and casi limitations which precl¢de bEasting. BAR-RUST� 233H was designed to provide excellent proleeUon over less ihan ideal sudace preparation. The minimum standard Tor non-immersion service is SSPC-SPP (ISOS@}; for immersion senrioe lhe minimum standard is 55PCSP3 {ISO- 5t3), These minlmum suriace preperation standards apply to stesl that has been previously abrasive 6lasted, coated and deterlorated. Where very mstysurfacesstlll remain afier cleaning use PRE-PRIME'"" 1fi7 5ealer before appllcation of BAR�RUST 233H primer. or 150-5a2 for non-immersion service, Blasi profile on steel should be 1.510 2.5 mils {38-63 microns) In deplh and tie of a sharp, jagged nature as opposed fo a "p�en" pstlerri (hom shot hlastinga. Surfaces musi be free of grit d us1. C.oncrele 81ock - Remove loose aggregaie and repair voids. Fill with ihls product or TRIJGLAZE- WBT"^ 4015 filler. Concrets Flaors, Poured Concrete -Cure at leask 30 days. Acitl etch or abrasive plest slicic, glazed concreie or concrete with laliance. Prime wiih PRE-PRIME 167 sealer or ihis coating. Speclal InsEructions: When shop applied BAR-RUST 233H primar will be brush 6lasted in ihe Sfeld, th� steel must be abraded in the shop as per NEN1 STEEL above, but must have a minimum jagged surface praTiEe of 2.5 mfls. The shop coai of BAR-RUST 283H shauld be kept ta a maximum of 4 mils DFT. New SurFaces: 5teel - New sfeel surfaees should be iniiially blasted to near�white mete! surFace cleanliness in acoordance with SSPC-SA10 or ISO-Sa2112 for immersion servi�e or commercial blast cleanliness in accordance with 55PGSP6 InYln : OH-Whife may be iinted wilh �NLY CHROMA-CHEM' 844 caforants. Add colarants on�y to the base portion. Mix lhoroughly beiore adding the converter portion. Do noE Bnt far potable watar use. Thlnnina: Thinning is no! normelly required. However, T� Tf�inner may be added up ta 15°/a dep�nding an local VOC and air quality regulations. Any solveni addiilon should be made after the twa oomponenis are thoroughly mixed. The use af thinner may require addiflona! cure time and ventilaiion priar io placing Ihe coating sysiem in service. Maxlmum allowable thinning nF BAR-RUST 233H epo7cy, for use as a potahle water IininO per nsrlANai e1 is ��o i•5 ihinner. Refer to www.r�sf.arq far cartificafiona. Mixina: 8AR-RUST 233F4 Coating is a iwo cflmponent praducl supplfed in 5 �allon and 1 gallon icits which coniain fhe proper ratio of ingredients. The entire confents af eadi container must be mixetl iogether. Rower mix the base portion first tv o6tain a smooih, homogeneo.us condition. After mixing lhe base porUon, add the converter slowly with eontinued agitation. After khe converlar add is complete, cantinue io mix slowly. Avaid storing or pfacing conEainers in direct sunlight. IlcaEion: BAR•RUST 233H Coating can be epplied by airless and air spray meihads. Haweue�, ihe preferred method of a�plicaiion is with heavyduty airless spray. For airless spray application, e 45 tn 1 pump or larger and .021"10 .027" lip size will pravide a gaod spray pattern. fdeally, fluid hoses should be atleasi 318" ID. For longer tluid hoses, IQ shauld he 1!2". Longer hose lenglhs may reouire an inerease in numn caoacitv. nressure andlor thinnin�. Viscositv e�ntrol besi achieved using imline heaters. BAI2-f2U5T 233H Cnating may aEsa �e applied by 6rush or roller. Care should be taken that proper and unifarm ihicknesses are ohtainsd, Brushing and rofling may requlre mWtiple r,oats to achieve ooneci film ihickness andlor hiding. 5preadfn� Rate: Apply a[ 215-32D sq. ft. per gallon (5.2i•7:8�mzlL) depending an surface dexiure and porasi[y. Make allowances ior overspray loss antl surface irregularifies. VenfllaElon; 11 is very important for the safety of the applicator and the proper perfomtance nf the BAR-RUST 233H Coaling lhat good venillation be provided to sll portions of the enclosed area It is equslly impnrtant 10 hring inta ihe enolosed area dry, fresh eir to remove all solvent vapors. 5ince all solvent vapors are heavierthan air, ventilaiion ducis should reach to tNe lowest porlions of the enclosed areas as weil as €nto any structural pockeEs. VentilaUon shauld be provided lhroughoui the cure period to insure aq ihe solvents are removed #rom ihe coating. � Time ASTM � 1640 ; A177°F (25°C) & 50%a R,H., dries ro recaat wilh epnxy or urethane in 4 hours and hard in 7 hours. Cooler iemperaiures, higher hum�dily and degree of venUlation extend dry time. 5�e N5F listing for minimum recoaS and cure limes for potable waler use. Clean•uq: Use T-10Thinner. R.R�CAUTIEONS I NVTICE: Products in thia series contaln solvents. Reports hava associaied repeated and prolonged oncupational overe�osure io solvents wilh permanent brain and nervaus systam damaga. Intentional misuse hy deliberaiely concentrating and inhalfng the coRter�ts may be harmful or fa�al, For emergency information call (800) 545-2643. Note; These warninps encomoass 4he product series. Prior to use. read and follow product-soecific MS�S and lapel information. Keep away fram heai, sparks and flame. Do not smoke. Vapors may ignite. Exiinguish all Aames, burners, stoves, heatars and pilot lights end disconnect all electrical motors and applfances before use and until all vapors are gane. Prevent bulld-up of vapnrs 8y opening all windows and daors ta achleve eross-venlllatfon. If sanding, wear a dust mask �o avaid breathing of sanding dust. �o not brealhe vapars arspray mist. Ensure fresh air entry dur�ng applinatian and drying. Avoid contaet wilh eyes and skin. If you experience eye waiering, headaches, or dizziness, leave the area. If properly used, a respiralor may oRer addiiional pmteetion. Dbtafn professional adv�ce before using. Close coniainer after eaah use. F1R5T AID; For slcin oontact, wash thoroughly with soap and water. If any product remains, genGy ruh with peUoleum jelly, vegetahle ar minerallbaby oll lhen wash again wi[h soap and waker. Repea# as needed. Remove contaminatsd cbthing, For eye contact, flush immedialely with plenry of water forat leasi 15 minutes, Get medical atfentlon, If swxllowed, Aet medical attentlon Immed€atelv. If inhalation causes discomfori, remove io fresh air. If discomforf persists or breathing di�ieully occurs, get medical atlention. KEEP FROM FREEZING, b5237-a306 Flash Point: 80°F {27°C) Packaging:l gallan kit (3.785L) 5 gallon kit (18.925L} D.80 gallon base 4.Q0 gallon base 020 gallon canverler 9.00 gallon converter "CHRDMA•CHEM is a Registered Trademark of Degussa GmbH. Shipping Waight: 4- 1 galfon kits - 521bs, {21.6 kg) 5 gallon kii - 64 Ibs. (29.0 I�g) zssH �osra7y AcS Stock NBB836E — - l�i-JC+ilIG+i2iAlL•Y6[J11!��a-fa�ccl�u6� `yiq,�tltnfrlarl�aa��rllf��9».i�jua�,w�srt� � '� +�+5��{�#';��'S�s��m.�. b��r��Jr�r��eroF��,:sa��dr��l�n�+��'.�i,��fa�=:ritiva.��.a�nac�:��1�[� ��G�� .�d��.��r��ran�� rc��j�E�;,_Vrr�,�xr�s �W4: +��,, �3��t� � ��: '-fi!.fi1i ,�°+f� laihs�"� i��i �dtit:3�WJC Rli(�:z U; �� i! er�, k r� r-' . - '4;fprt.'.t'�r`�r�'�c.�s— l' ,`-�,"ra a�! ��N e,� Et� F�a:3 c� r�k ;:1 �Jf r�� 4.�t'+; �a� 4 sk� f F�`147� ��'�ai �s� EF,�#�3 �S[�IF� } . . ��:C�1i�� Mi.P��<[3��' Isu�T.�' 04t�F. ��4Rp�USi 233b 2�� Akzo Nn6el Paints f 5885 Sprague Raad Strongsvilie, bhia 44136 EMERGENCY TELEPH�NE NO. 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U e'�'n W -� , � Q . � � 0 m a � z a b �U _� �V Z'�' w� � � Z Q O V � � 0 z� � � ; � � w� u � � I t � � , at�� '��o��c� � ��-�_ _ - Generic: Catalyzed Polyamide �poxy General Descrlption: A high performance, multi- purpose, surface tolerant, two-componeni chemically-cured epoxy semi-gloss coating for industrial or high performanee architectural coating (HIPAC} applicafians, For use on properly prepared steel or masonry surfaces. Tvpical llses: Ideal for strucfural sfeel, piping, tanks, and equipment in chemical, fertilizar, power plants, petroleum refineries,. pulp and paper mills, water and sewage treatment plants and mining aperaiions. Can also be used in the hartl service areas of carrectional facllities, schaols, commercial and restaurani kitchens w�re a high performance architectural coating (H1PAC) ls required. Speclal Qualifications: Perfnrmance alternate for Federal Specificatians TT-C�550, 7T-C-535B, MIL-C-2275aF, and MlL-P- 23377F lype I. Advantages: • Excellent corrnsion prolection • Resists splash and spillage of solvents, alkalis, salts, moist�re, oils, greases, foadstuffs and defergen�s • Cold weather eur� — Use cald weather additive for application down to 25°F (-4°G) � SurFace tolerant � Low VOC � 5elf-priming on steel or masonry • Abrasion resistani � High buildlhigh solids cnating Limiiafians of Use: Exierior exposure will cause a color change, early dulling, and loss of gloss, buf this does nof affecl protectiv� praperties. Epaxy caatings may yellow during application and cure if exposed io the combusfion by-products of impraperly vented fossil fuel burning heaters. Commonly finished with DEVTHAN�� Ureihane Enamel for maximum exterior color & gfass retention. Use only producis fhat are in compliance with local VQC regulations. Adhesion: (ASTM � 4541 } — ExcellenS 5alt Spray Resistanae: (ASTM 8117) — Exceflent Direct Impacf Reslstance: (ASTM D 2794) — Very Gnod A6rasion Resistance: (ASTM D 40fiQJ — Excellent Fiumiditv Resistance: (ASTM D 4585) — Exce2lent Exterior Exuosure: (45°SQuih — Lf. Industrialj — Very Good {Norma�, expecfed loss of gloss ior epoxy coatingsJ 5ervice Temaerature Lim�fs: 260°F {121"C) dry Hardness: {ASTM D 3363), 7 day cure (¢� l7°F (25°C) — 3M � r i �-, �I i� i- i, I � � � — � —�I J � i i i i i i I Wi�h �alids �poxy �oa�in� �a$. # ��4�N�1��N090� Color: Off White, ready-mixed & custam colors � � Finish: 5emi-Gloss Wei�htlGallon: 12.5 lbs.lgal. (1.5 kg1L) — varies wifh color. VOC,[EPA241� 1.8 Ibs.lgal. (212 g1L) — uaries with color, When ihinned 5% with T-10 ihinner, VOC < 250 g!L(2.08 Ibs.lgal} � When thinned 10°/o with T-10 thinner, VOC <2I5 g1L (2.29 Ibs,Igal) 224FN3501 VOC (EPA 24) (TBAC �xempi): < 100 g1L (0.83 Ibs.lgal.) 224FN35a1 VOC (TBAC Non-Exempt); �250 g!L (2A81bsJgal,) � Sol3ds Bv Volume fASTM D 2697-7days); 75%±2°/a — vanes wit� color. � Theoretical Coveraae at 1,0 Mil (25 micronsi Qrv: 12b3 sq. ft.lgal. (29.5 mzlL). Recommended Film Thickness: 4.0-8.Q mils (100-2Q0 mierons} dry -- 5.3-� 0.7 mils (155-267 microns) wet. S sy tems: Please consult the appropriate system guide, fhe particular job specificaiion ar your ICI Paints Representative for proper systems using ihis product, Syslems must be selected considering the particular en�ironment involved. Minimum Dry Time (ASTM b 164a� At 6 mils (150 microns) DFT (Use of cold weather addiiive w'tll decrease times naled. See cold weather applications on back page.) Subetrate Temperekure 40°F �4°Cj 80°F {f6°C) 70°F {21°Cj 90°F {27°Cj Mlnlmum Recaat 20 Haurs S Fipurs 5 Hours 3 Hours Ory Herd 42 Haurs 16 Hours 9 Hours 5 Hours Maximum Recaat 5elF 3fl Days 30 pays 30 6ays 3Q pays 359, 389 15 �ays 10 Days 7 �ays 7 �ays 378, 379 10 Qays 7 nays 5 bays 3 days Ven111akion, film th[ckness, humidity, thinning and otherfactars can influence ihe rate of dry. War._ _ nfn�: The above table provides general guidelines only. Always consuH yaur ICI Paints Represenkative for appropria#e recoat windows since the maximum aged recoat tfine of khis pfoduct may be significanily shorkened or fengtisened by a variety af condikions, inc4uding, 6ut not limited to humidity, surFace temperaiure, and the usa oi additives or thinners. 7he use of accelerafors or iorce curing may shorten fhe aged recoat of individuai coa#ings. The above recoatwindows may not apply if recnating with a produci other than khose lisied aboue. li ihe maxlmum aged recoak v�indow is exceeded, please consult your IC{ Paints Reprasentative ior appropriafe recammendatlons io enhance adhesion. Failure to observe these precautions may result In intercoat delamination. Shelf Life: Over 24 monihs at 77°F (25°C) — unopened Mix Ratio Bv Vnlume; 1(base}; 1{converter)—see mixing Instructians. lnduction: 15 minutes at 60-80°F (16-27°C) — see mixing instrucfions. Pot Llfe: 6 hours @ 77°F (25°C) & 5D'/o R.H Chemical Resistance: (ASTM D i3ti6 — 24 hr, conlact) — Eaccellenf. Resists splash and spillage of aEkalls, saHs, moisture, olls, greases, iood siufis, and deiergenis, 50% 3, 25°/o citric acid, 25% lactic acid, t0% sulfuric acld, arude ail, 14% hydroc�lnric aaid, 20°/o kannic acid, 5°/a sad'lum chlvride,lD°/o ammonium hydroxEde, sewage, 64°/o ethanol, gasaline, rrtethanol, kerosene, naph#ha, xylol. All results based on iesting of system comprised of two coats of DEVRAN 224H5 coaiing at 4 mils {1 QO micronsJ DFT per coat. �ANGER! COMBUSTlBLE. HARMFUL OR FATAL IF SWALLOWE�. Read label and Material Safety Data Sheet Prior to Use. See other cautions fln lasi page. DSF2-0790 � (/j T r° z n v, D= r � n "' O � z � N �O � O 1•:11 Back Page: 224F�EXXXX1224GN0908 � � • A � + �. 5udaces musl be dry, clean, free of oil, grease, (orm release agenls, curing compounds, laitance, glazed cancrete or concrele wlth [aitance. Prima wiih PRE-PRIME 167 sea[er or this pther (oreign maitar and be structura�ly saund. Remove all loose painl, mortar spafter, miA seale, coating. Galvanized Steel —Remove dirt and vils by solvent cleaning or with and rust, AI1 direcl to meial coalings provide maximum perfarmance over blasted surfaces. There p�PREP� 88 cleaner ar other suitahle cleaner followed by a Ihorough waler rinsing. are siluaGans and cosi limitatians whicfi preclude blasiing. DEVRAN� 224H5was designed to Far non-immersion service, prime wlth DEVRAN 205 or DEVRAN 203 epoxy primers. provide excellent pralecllon over less ihan ideal surface preparaiion, The minimum standard for For immers9on or seusre mvisiure condiGan, abrasive blasting is recommended hefore nomimmersion service is SSPCSP2 (15D-5t2); for immersion service Ihe minimum standard is priming with this product ar pEVRA�V 2qi. Cho9ce of primer depends on local VOC and SSPGSPIO ([SO•5a2112), These minimum surface preparativn standards apply to skeel that au quality regulafions. has been previously abrasive blasted, coated and deteriorated. Where very rusty surfaees siill Previousiv Palnted Surfaces: Old coaUngs shouid be iested fo-r I'rfUng. li IiRing occurs, rema@n afler cleaning use PRE- PRIME�" 167 5ealer be(are applic�Uon of pEVRAN 224H5 remove the lifled cnating. Olhervuise scufi sand glossy areas and aged epoxy wa6ngs. co-atlng. All d{rect to metal coatings pravide maximum performance over near•while blasted Clean aged spoxy or urethane coatings wilh �EVPREP 88 cieaner. Remove cracked surfaces, and peeling paint. Prime bare areas with primer specified under New Surfaces. New Surfaces: Steel —New steel surfaces shauld he initially blasted to near-while metal surface cleanliness in accordance wilh 5S1'C-SP10 or 1S0-5a2 i12 for immerslon service ar cammercial blast cleanliness in acxordance wilh 55PC�SP6 or 15�-Sa2 iar non-immersian service, Blasl prafile an steel should be 12 io 2.5 mils (36-63 mi�ronsf in deplh and be of a sharp, Jagged nature as vpposed to a"peen" pattem (tram shot blasting�. 5urfacas must be free oi grR dust. Concrate Black —Ftemnve loose aggregate and repair voids. Fill with Ihis producl or TRU-GLA2E-WB"" 4015 flller. Cancrete Plvors, Poured Concrete — Cure at least 30 days, Acid etch or abrasive blast sEick, WARNING! If you scrape, eand, or remove oid paint, you may release lead dust, LEAD IS TOXIC, EXPQSURE TO LEAb bU57 CAN CAUSE SERIOIIS ILLNESS, SUCH AS SRAIN �AMAG�, �SP�C�ALLY IN CHIL�REN. PREGNANT WOMEN 5HaULb ALSO AVOID EJ(PQSURE. Wear a NI05H•appraved respirator lo contral lead exposure. Clean up careful4y with a HEPA vacuum and a wet mop. 6aiare yau atart, find out how fo protect yaurseif and your family by con4acting fhe National Lead In(armation Hotline at 1-800�424-LEA� or log an tv www.epa.gnvJlead. � ' � � ° Tinlin : Tmt the appropriate basa with CHROMA•CHEM' 844 coloranfs, (Oo nvl use wafer Care shauld 6e taken that proper and unlfortn thicknesses are ablained. Far rollerwork based calorantsj, Add colorants to only 1he base partion, Mix tharoughly 6efare adding the use a clean synthetic roller with 114"-112" nap. New rollers should 6e thoroughly wet wi#h Converter portlon. the spec�ed lfilnner and spun vigorous{y to remove loose fi6ars. Brushing and rolling may requlre muliiple coals lo achieve correci film thickness andfor hiding. Thf_ nnina: For compllance io VOC regulations, ihin as (allaws: 5oulh Coast Air Qualiry Management pisirict {5CAQM�) availahle in DC224FN35U1 only: Thinning is not required, however,'rf thinning is desired, add ecetone or T-0 thinner at na more than 5°k by volume. Read and follow a!I hazard and precautionery informaGon found on labels, data sheets and MSDS's. Califomia outside of SCAqMD: 7hinning is nol required, however, if thinning is desired, add T10 Thinner af no more than 5% 6y volume. All other a�eas: Thinning is nol reguired, however, iE t�inning is desired,1095 or less by volume of T-i0 Thinner can be added depending on local VOC and air quality regulalians, Any saivent addition should be made after the fwo components are thoraughly mixed. Mlxin,q�._,➢EVFiAfJ 224HS Caating is a lwo camponent producl supplied in 10 gallon and 2 gallon kits whieh contaln t�e prop.er raiio of ingredients. The errtire conter�s of each confainer must be mixed together. Power mix bath pn�lonsfirsl fo obfain a smoofh, homogeneous condilion. Then add IMe eonverter slowly wilh continued agitatlon. Afler ihe converler add 9s complets, conUnue io mix sEowly. Allow the mixsd material to stand 15 minufes at 60-BO°F (ifi-27°C) befare use. Always resf�r beiore use. Avoid storing ar pEacing containers in dlrect sunllghl. Aoolication. Spray is preierred tvr appearance and film build oontml. For alr spray application, use a flufd lip of .070" vr larger, a professional grade aonvenGnnal gun and an air cap wilh good hreak�ap. The fluid pressure shuuld be kept low, wilh jusi enough air pressure to get good break• up of the coaiing. Faccessive air pressure can cause over-spray problems. Where aidess equipment is used, an airless spray pump capa�le of 3,400 psi (2D7 hars) and .Oi9" to .025" Up size will provide a govd spray pattem. Idealiy, iluid hoses should npt be less than 3�8' I� and not Ionger than 5D feei to ohtain opiimum resufls. Longer hose length may raquire an increase In pump capaclty, pressure, andlor thinning. bEVRAN 224H5 epoxy may also 6e applied by 6rush ar roller. Cold Weaiher Apaficatians: For substrate temperatures between 25°F (•4°G� and 46"F (5°Cj cold weather additive U6DA000 may 6e added. Two pint conialners of Ofi0A0040 may be added to Ihe cnnverter portion of a 10 gallon klt ai DEVRAN 224H5 eoating. Tfiornughly mix the O60A0000 addltive.in Ihe canverler wlth a power mixer priar to adding fhe convartee to lhe aase porlion Dry Time fASTM D iS401: At 6 Mils (150 micrans} �FT with Cold Weather Addl�ve (O60A0000) Suhstrate gg°F[-4°C) 30°F(•1°Cj 40°F(4"C) Tem erature To Recaat 25 hours 16 hours 91 hours2 Dry Hard >32 hours 29 hours 16 hours 5ureading Rate: Apply et 15�-300 sq. fl. per gallan (4 7myLj depending on surface lexlure and porosity. Make allowance for any losses due io overspray or surface irreguleriiles. Ury Time fA5TM D 1690�: At 77°F (25'C} � 50% R.H., dries to recoat with epoxy or urethane in 6 hours and dry hard in 9 hours. Clean•un: Use T•10 Thlnner, except in the 5outh Coast Alr Quality Managemenl Dislrict use acetone, T•0 thinner or oiher solveni in compllance with local VOC and a9r quality regulaUons, • �ANGERI COMBUSTIBLE LIQUID AN� VAPOR. CdRROSIVE, CAIJSES EYE AHp SKIN BURNS. HARMFUL DR FA7QL IF SWALLOWE�. ASPIRATION HAZARU - CAN ENTER LUNGS AN� CAU5E DAMAGE. HARMFUL IF INHAL��. MAY CAUSE CENTRAI. NERVOUS 5Y5TEM EFFECTS, INCLl1nENG �1ZiINESS. HEAUACHE OR NAUSEA. CAUSE$ RESPIRATORY TRACT 1RRITATION. MAY CAUSE ALLE GIC SKIN AND RESPIR,ATORY REACTION. QVER�7CPOSURE MAY C�IUSE BLOOQ. LIVER. KI�NEY DAMAGE. CONTAINS CRYS7ALLINE SILICA WHICH CAN CAiISE Ll1NG CANCE AND OTHER LUNG �AMAGE IF INHALEp. USE ONLY WITH AdEQUATE VEHTILATIQN, KEEP DUT OF THE REACH DF CHILDREN. NOTICE: Producks in this series contain solvents. Reporls have assoGaied repeated and prolonged accupafional overexposure to solvenis wHM permanenl hrain and nervaus system damage. Intentional misuse hy deliberafefy concenlraling and inhaling the conlents may be harmful or fafal. For emergency informaUon call (B00) 545-2643, Note: These warninas encom ass the roduel series. Prior a use ead and follow roduct-s ecific MSD5 e d label n o atlon. For emergency infarmation call (800} 545•2643, For addilional safefy informafion, refer to the ivlalerial 3afety Oa#a Sheef for Ihis producl. Keap away irom heal, sparks and ilame, no not smoke. Vapors may Ignile, Exiinguish all flames, bumers, stoves, healers and pilot lights and disconnec# all elec�ical molors and appliances before use and un61 all uapors are gone. Prevent build-up of uapors by open9ng all windaws and doors to achieve eross- venUlaUon. If sanding, wear a dust mask to avoitl breathing of sanding dusi, bo not hreathe vapors or spray mist. Ensure ir�sh a€r entry during application and drying. Avoid cAnlact wiih eyes and skin. If you experience eye walering, headxches, or dizziness, leave the area. If properly used, a respiralor may offer additlonal prntection, Oblain professional advice before using. Closa container afler eacM use. FIRST AI�: For skin contact, wash thoroughly wiih soap and waler. If any product remains, gently rub with peiroleum jelly, vegeta6le or minerallbahy oil Ihen wash again wilh soap and water. Repeai as needed. Rereove canlaminated clofhing. For eye cuntacl, ilush Immediately wlth plenry ofwater for al leasi 15 minutes. Gef inedical atEenilon. If swallowed, oet madical attention immedtatelv. If Inhalalinn causes discomiod, remove Eo hesh eir. If disrAmiorl persists or hrealhing dl�isupy occurs, get medical aflenlion. KEEP FROM FREEZING. fl5177•0306 �lash Poini: 100°F (38°Cj Packaging: 2 gallon kit (7.570Lj 10 gallon kit (37.850L) 1.OU gallon base 5.00 gallon base 1.Q0 gallon canverier 5:00 gallon converter *CHRDMA-CHEM is a Registered Trademark af oegussa GmbH, 5hipping Welght;: 4 gallnn case (base or converter) - 53 Ibs. (24.0 kg 10 gallon kit -1331bs, (60,3 kg} 224H5 (451U7) Ad Stook #68634E � � HiGFf P@�lFOItMANCE LlMIFATION QF LIABRITY: Tolhe 6est o# our knawledge, fhe technical do�o oonfained herein are froe and accurate 5trongsville, 011io U,S.A. at the ddFa of is:v�ce 6ul nre suhjecf 1n chrange wilhour prior notica. We guorantea our pmduci io conform lo ihe 800-654-2616 specifiwlions coatained iherein. WE AhAKE NOOTHER WARRANTY OR Gl1ARA�ITEE OF ANY KIN�, IXPRESS OR lMPll�p, IHCLU�II3G MERCHAN7ABIl]N AND FlTNE55 FOR PARTfCUEAR PURPOSE Lio6iliry, if any� is www.devoecoaEings.eom IimiFerJ ta replacemenf of Ihe proriuc! or refunt{ oF ihe purchose prite. LAE4R OR COST OF LA&6RlhND OTHER COIV5EQLIENTIAL DAMAGES ARE HEREBY FJCCLU�Ed. �I�VRAN ��4 HS (N �R��UC��) � � er� � � � G .� � N � m � � � .� 'd C7 0 e� � � i m � e � Akzo Nobel I'aints 15&8S SPrague Road Strongsville, Ohia �4]3F EMERGBNCY TELEPHONE Np. 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C1' w 0 m b4 a � � N N N E " w �at � � U - a Itl C � � ��.w F�� cU N N O � � � o � v°� m o � � � :�Z q W m m � v n° � QW� v �C � .� 4 � tn 'n E � � � �a m � v i, O � G Va� 0 N ds O � Fq� D c �Uoa�i I�Uy�i C � � 0 � a � y c F y � �l� � C T � � ��mo o;�d a d•-ci ¢ �ii � � �y.�¢ �`��a� ia°'�z za'.ciz a `N a c � v m .� c � E � v o c,i m �i mma c c a`t }0� 0 •Q Q} y. 3 � � � � � II � � �� NII Il- � N � � � � y� C .0 � � II v C O n av - W N � � Q � �� yY1 I ^ � C O II � V E �, c. n�r�n v L � 9 A t �p � C] V �R a W ��U Ik �j N °�U W p U 'c�U � • � c �v, o 4 +_ � n� o��i mof6 14 � c Y C �0 N o�� n �a � a �= � v � � � �m �y �. m �n o E � � C O � � � � � y u � x U�� .a � N � � �c�H �io :� .° � o U o v LL U H v � �, � � � � � � � � � �� a 0' �'t [ i � g�� aI�F� F�kAFORi�fV'C� C�t. # 37��XXX�(13�9�0910 0 0 a c� z a O �� =a � �, z� w� � � Generic: Aliphaiic Acrylic Polyureihane General pescription; A high performance, iwo-companent chamicaliy�cured aliphatic urethane glass enamel for use in areas where maximum gloss & color rekeniion are required. Tvnical Llses: For use on properly prepared and primed sleaf, concrete or steel floors, masonry, drywali, plaster, metal, concreie black, galvanized, aluminum, poured concrete, and glazed brick. Ideal for use on exterior or inCerior siructural steel, piping, metal buildings, control cabinetry, conveyors, pumps, storage tank exteriors, motors, machinery, and transportaiion vehicles, Advanta�es: • Eacceptianal gloss and color retention • F�ccellent abrasion and chemical resistance � Easily applied by brush, rol�er ar spray � Wide color selection, including safety colors � Excellent resistance to marring, chipping, antl scratching • Contains ultraviolei light absorber Graffiti Resistance: Excellent resis4ance to most grafflti materials such as spray paini, magle markers and lipstick. Contaci your ICI Paints' Represeniative for more infarmation on ihe graffiti removing cleaner to service your needs, Limitations of Use: Color ma.y chang� as temperature appraaches 250°F (121 °Cj limii, but the film will remain intaci. Adhesion: (ASTM D 45�1) — Excellent Salt Sprav Resistance: (ASTM B 117j — Excellent Abrasion Resistanee; (ASTM Q 406b) — Excellent F�umlditv Resistance: (AS7M b 4585J — Excellent Exterior Exposure: 45° Souih Florida -- �xcellent Service Tem erature Limits: 250°F (121 °C) dry bardness; (A57M b 3363), 7 day cure@77°F (25°C) 4H . � � � � ' � ,` . ,, i , ` , � — �lipl��i� ��e�hane �lo�� namel (l�fhifie, Re�d�-C�i�ed � Cu��m �ol�rs) � Color: White {379K1000), ready-mixed & custom colors � Finish: Glass (9� units � 60°j Reduction 5olvent: T-9 or T-17 Thinner — see Thinning Clean•up So[vent: T-9 Thinner Wei h�, �1,� Gallan: 11.0 Ibs,lgaL (7.32 kg1L) — varies with color VOC (EPA 24J: 2.601bs.lgal. (311 g!L) — varies with colnr 5olid5 By Volume �ASTM 2fi97-7 dayS): 63°/o f 2% Theoretica� Cnvera�e at 1.0 Mil (25 microns ) Drx: 1011 sq. fl.lgal. , (24,9 m�1L) ' Recommended Film Thickness: 2.0-3,D mils (50-75 microns) dry— 3.2-4.8 mils (8Q-120 microns) wet 5 sv tems: Please consult ti�e appropriate system guide, the patticular job specificaiion or yaur ICI Paints' Represeniative for proper systems using this product, Systems must be selecEed eonsidering the particular environmeni involved. , Minimum Dry Time {A5T�1 D 96401: 2 mlls (50 micronsJ DFT I Substrate qQ°�{4°Cj 60°F{16°C� 80°F(27°C� 106°F{38°CE Tem erafura Minimum RecoaE 1Q Hours 6 Hours 3 Hours 4 Hours dry Hard Nlaximum >32 Haurs Z4 Haurs 16 Hours 12 Hours Recaat Self 2�/Jeeks 2 Weeks 2 Weeks 7 pays , Ventilatian, film ihickness, humidity, thinning and other factors can iniluence the rate of dry. Warnina; The ahove fable provitles general guidelines only. Always consult yaur ICI Painfs Represenfative for appropriata recnal windows since the maximum ' aged reaoai iime af ihis product may be signiftsanily shortened or lengthened by a varietq of conditions, including, but not limiter! to humidify, surface tEmperaiure, � and the use of additives or ihinners. The use vf aecelerakors ot force Curing may shorien the aged recoai of Individual coaiings, The above recoat windaws may � not apply if recoaiing wlth a product other than those listed above. If ihe maximum aged recoai wlndow is exceeded, please consult your ICI Paints � Represeniative for appropriafe �ecommentlations to enhance adhesion, Failure to observe these precautions may resuli i� intercoai delamination. 5helf Life; Over 12 months at 77°F (25°C) -- unop�n�d. Mix Ratio 9y Volume; 4(base); 1(converterj — see mixing insiructions, fnductivn: None Pot Li#e; 4 haurs @ 77°F {25°C) Chemical Resistance; (ASTM D 1308 — 24 hour contact) resists splash and spillage of alkalis, salts, moisiure, oils, greases, #oodstuffs and defergenfs. 5fain Resistance; (ASTM D 1308 —1 week �ontaci) �xcalleni, Resists stalns such as crayon, lipsfick, coffee, soil medium, shoe polish, grape juice, ink pen, marker, and spray paint, pANGERI FLA�IMABLE. HARI�FUL OR FATAL IF SWALLOWEp. Read label and Material 5afety Da#a Sheet Prior to iJse. See other cautions on last page D5F3-D696 a � O rn n OO � � � � {/1 T rn� �� _ r m n `^ O � Z` � � � m 0 0 ��+i�� Back Page: 379BXX7W379C0910 . , . a . , Q — All surfaces must be saund, clean, dry, and free o( oil, grease, mildaw, form release or with �EVPR�P� 88 Cleaner or other suitahle cleaner folfowed by a thorough agents, laitance, and fareign matter. To insure the best appearance, the primer or water rinsing. Prime with DEVRAN 205, DEVRRN 261 or pEVRAN 203 epoxy undercaat should be smvoth and free of any surface defects such as runs, dry spray or primers, Galvanfzed subs4rates must be test patched for adhesion prlor to use heavy orange peel, Use onky producls that are irt compliance with lacal VDC due to the high �arlabilkty of surface trealmenis, Cegulatians. New SurFaces: Steel � Clean and prime wilh �EVRAI�E� 205, DEVRAN 220, D�VRAN 224HS, BAR-Rl1ST� 231, BAR-RUST 233H, BAR-RUST 235, or TRU-GLAZE- WB� 403U primers. Concrete Block—fill with DEVRAN 22d, nEVRAN 224HS primers or 7RU-GLAZE•WB 4d15 or BLOXFIL�1400D blackilllers. Flberglass — Solvent wipe, scuff sand and solvent wipe again. Prime wilh ��VRAN 2p1 epoxy. Cancrete Floors, Poured Concrete — Cure al least 3p days. pH musi he 10,0 or lawar before painting. Acid efch or abrasive blast slick, glazed concrete ar concrete with lailance, Prime with DEVRAN 220, bEVRAN 224HS, BAR-RUST 231, BAR-RUST 233li, BAR-RUST 235, or 7RU-GLAZE- WB 4030 primers ar use RRE-PRIMET"' 167 PenetraEing Seafer. Galvanized 5ieel and Aluminum — Remove dirt and oils by solvertf cleaninq PreviouslV Painted Surtaces: Remove Ioose and peeiing paint. 5cuff sand glossy areas. Old coaiings should be tasted for lifling and bleeding. lf tfi�ey iifl or bleed, remove them. Prime bare areas with a primer specifiad under New Surfaces. WARNINGI If you scrape, sand, or remove old pa3nt, you may release lead dust LEAb IS 70XIC. E�(P05URE 70 LEAD �UST CAN CAUSE 5ERIOUS ILW�55, SUCFi A5 BItAIN nANiAGE, E3PECIALLY fN CHILDREN. PREGNANT WOMEN SHOUL� ALSO AVOlD EXR�SURE. Wear a NIOSH•approved respiraiar to cantral lead exposure. Clean up carefully wHh a HEPA vacuum and a wet mop. Before you start, find out haw to protest yaurself and your tamily by conlacling the Nationai Lead information Hotline at 1�e0U•424• LEAD or log on to www,epa.gov!lead. � " � �' TintinQ: Tint the appropriate base wilh CHROMIA-CHEM" B44 coloranls. (Do not use water based or other colorants.) Atld colorants to only the base portion. Mix thoroughly before adding ih.e canverter poriion, Thinnina: Thinning is not normally required or desired, and excessive thinning can adversely affect applicaiion and appearance properties. Hvwever, at lower temperafures, small amaunts (5°la or less) of T•9 Thinner may he added d�pending on local VOC and air qualiiy regukations. 5mall amounfs [5� or lass) of T-17 Thinner will imprave roller or brush application on ho! substraEes, For end uses such as t�ansporiaiion vehicfes where ihe smoolhesi, orange peel-fcee appearance is deslrad, additional thinning may ba needad. Mix9n�: �EWTHANEg 379UVA Enamel is a Ewo-componenf product supplled in 5 gallon or 1 gallon kits, winich coniain ihe proper retio nf ingredients. The entir2 cantenks oi each coniainer must be m�xed iogeEher. H is impartani fhat all mlxing equipmeni is free of moisture and tha! moisiure daes nnt contaminate the coating. Mix the base pv�tion to ohtain a smooth, homogeneous condiiion. After mixing t�e base porlion, add tite cortverier slowiy with continued agiiation. Mix thoraughly. The pot life of the mixed material is 4 hnurs at 77°F {25"C}, Higher temperaiures will reduce working life of fhe coating; lower temperatures will increase it. Avoid sioring or placing coni�iners in direci sunlight. Applicatian: Apply by airless spray, air spray, roller ar brush. For airless spray, any air, elecfnc, or gas operated airless sprayer capahle of 3,Q00 psi {2D7 6ars} and.able to suppnrf .011"to .Oi 7" tip sizes can 6e used. I�ultiple guns and long 11uid Ilnes require pumps with adequate capaciiy. For air spray applicaiion, use a professi4nal grade cnnventiona! gun with a 0,70" or larger Iluld tlp. Adjusi fluid and air pressure to gef a gaod spray pattem. Note: Be sure all spray equipment and iluld lines are clean, and free oPwater or non- compatihle solvents. For hrush applicaGon, use good qualiiy, dry, cleart brushes. For roller application use new, short nap mohair rollsrs. Do not apply ovar wet surfaces ar under very humid cnnditions where condensation or fog could se�le an ►.he soating during ihe cure process. Brushing and rolling may require multipie cuafs to achieve aorreet film th�ckness andlar hiding. 5areadfnp Rate: For ma�cimum pratection in aorrosive areas, apply ai 335 sq, ft, per gallon (8,2 m21I.} or 3,6 rnils (75 mictons) dry-4,8 mils (120 microns� wet. In mild to moderate �xposures, apply at 5U0 sq. ft. per gallon �12.25 m�1L} or 2,0 mils (50 microns) dry-3.2 mils {8U microns) wet Niake allowance for any losses due ta over- spray or surface IrreguEarities, �ry Tima fASTM D 1640f: At 86°F (27°C) & 5D"/o R.H., dries to recoat in 3 hnurs and dries hard in 16 hours. Clean•uo: Use T�9 Thlnner. Cure Acceleration: DEVTHANE Cure Acceleratar 070AOOD0 may be used lo accelerate cure of this urethane at or below 40°F (5°C), 07UA4440 is prapackaged (5 iluid ounces in a one-hal( pint container) for freld addition. The addition of one fo lwo ounces per gallon of urethane {one fo iwo containers per five gallons o# ureifiane) will decrease ihe dry hard ilme appraximately ane-fhird to one-half respectively, The pot li(e will be reduced one-haf( fo ihree-(ourths. Ultravlolet Light Absarbers (WA1: pEVTMANE Ultraviolet Light Absor6er OSOA000� is already contained in DEVTHANE 379UVA EnameE. Rdditional Ullravialet Lighf Absor6er is not requlred nar desired. AOE UATE VENTILATION, I�EEP OUT OF 7HE REACH OF CHILDREN. NOTIC�: Produc�s In thls serles canlain solvents. Reports have assoeiated repeaied and prolonged occupational overexpos�tre to snlvenis wit� permanent brain and neruous system damage. Inienfional misuse by deliberately wncentraUng and inhaling the contents may 6e harmiul or fatal, For emergency informatipn call {S00) 5h5-2643, Note: These warnins�s encamaass the praduct series. Prlor to use, read and follaw qroducf•sqecific MSDS and label informaiian. Keep away from heat, spatks and flame. Uo not smoke. Vapors may ignite, Extinguish all flames, burners, sEaves, heafers and pilot lights and discannect all elecirical motors and appliances before use and untif all vapors a�e gone. Preveni build-up af vapors hy apening all windaws and doors to achisve cross-ventilation. If sanding is dane, wear a dust mask io avoid hrealhing of sanding dust, Da noi breathe vapors ar spray mist. Ensure fresh air enEry during appliqtion and drying. Avoid contact with eyes and skin. if you experience eye watering, heatlaches, ar dizz(ness, leave the area. If properly used, a respirafor may otfer addilional protection, 4btain professional advice before using, Clase container afier each use. FIRST AID: For skin contact, wash thoroughly with soap and water. I( any praduci remains, gently rub with peiroleum jek{y, vegetable or minerallbaby oil fhen wash again wiih soap and water. Repeai as needed. Remove contaminated clathing, For eye canfacf, flush immediately with plenty of water for at least 15 minutes. Gel medical attentlon. If swallawed, stet medical atkention immedlately, IF inhalallon causes discomfor�, remove ta Resh air. I( discomiort persists or breaihing diiTiculty occurs, getmedical aitenlion. K@EP FROM FR�EZING, tiS174-1005 Flash Poin1: BO°F {27°C} Shlpping Weight: 0.- S gallnn kils- 0.9 Ibs. (24.5 kg} Packaging: 1 gallon kit (3.785L) 5 gallon kit (18.925L) 5 gallon kit - 59 Ibs, (26,8 !cg) 0.80 gallon base 4.04 gallnn base 0.20 gallon canverter 1.00 gallon converter 379UVA (Ob1�7) Ad Stock #68859H *CHROhIIA-CHEM is a Registered Trademark of begussa GmbH. � � k1fL3Fl P�E��ORMANCF LlMITAT[ON OF LI.4BIL[IY:7o Ihe 6est oFour knowledge, !he technical data conlained herein are true ond occuroie 5frongsville, OItiO U.S.A, oF �6e cfate ol issuance 6ut ore su6jecf Fo chonge withnuh prior nofice. We guoraniee oar praducf ta conform to Ihe 800-654-2616 speclfications aonloined lherain. WE MAI� NO qTi-IER WARRANTY pR GIiAItANTEE OF A�IY KIN�, EXPRESS OR iMPL1ED, kNCLU01hIG MERCWANTABILffY A�ID FITNE55 FOR PARTICULAR Pl1RPO5E. liabilily iF any, is wvn�v.devoecoatings.cam {imited to re�IacemenY aF rhe prac�ucl or refund of ihe }�urchuse peice. WBQR QR COST OF IABDR AND O7HER COrlSE�UENTIAL QAMAGES ARE HEREBY EXCLUDEp. D�ViH�NE �19 A�I�FiA�i� lJ��bL1R�� C�LO�S �N�14dYI�L 3i9 Akzo Mobel Paipts 15885 Sprague Road 5�rnngsville, Ohio 4�136 EIv[�12GEI�fCY T�L�PHDNE NO. (SODj 545-2643 � � i'_V d b l�s � � �. � � � � � � � � � � � � � � � � � � � � � ;1�7 +7 � � �i � 1' I - �I � i � (� �D y \B � 'b � � N �a ,.a °�' -? � � O� a:�� y N'o � � �� a�� ro R � � � � i' v U � '� y � � � et7 Ri y 'O � .0 .� O p", y y `� � '� � �ea� °Ja,��e, .�a�s��''�,a N � � .�-� � � ai c� � a� c' c� � o ,"�� ,��, o a � « 'J � � � V Q"� � N �� . m �, � a �C� ��! °q' .�nQ..a o 3 �°,' G G:..+ C," b�A q� p U O•p',a y� O� P� � rr w a� �'o � '� o •d wo c�; � � '� o �e�, A. �. �] � p p U �'� y C � � �y o � o� y �a � �d O ' � � V � � � Vi a' v�i 0 O��• �yy .D �1 y �4 � � P' +'O `a{ f3. �' A ti �� on� � � � a � � � � b � '� � a � � a � � U 9 � Y � � �,� � N,a � c1 � 0. 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G �� O O O E � O O � 0 C C d lf] C� C3 � r � N d N N N N Ul N c c c°c c c c c � a� m a� m a�i m a� U o 0 0 0 0 0 0 0 C C C C C C C C � U..� G f�q N tll N 6 n � Q�u n� v a v m a. n 4S � N C G c� c N� � "" a � g � m F �Vl v] E� Ul Q Q nj 4 am m aa�v an � o E o 0 � 2� c cu�io c�no O � T '_ � � O p�p � � z q�O u] O�i Q d' � t/1 f/j � o c7 � m N ��Ol M � m K7 �O � V O W p O� N(7 M S3 0 � r� N N t� N C� � E � � Z � � t C � O � � Q N � � G � � � E � � $ c '� N � C C Gd � � � y 3, n v m n > � f� � a N � f� �� m � o °e � � Q 4 a F y C C N � d � c � � y � � � � 3�a� a°��o � J U Q��a 7 y .- II a C � - z � .�� n i� �c Z 2 R U N � �� E � WU� M M � G C 91 0 0 '¢ � m a � � y R 14 �N � N �"� � �� O .�-. 40 � � � � :° �? � O � ` 'a � c 0 o av � �� o, a tl� �' � U1 O W�� I M �j bl0 P- p� � Fr 0. � � � � M � � � a s � a�U ��a N W C y � �oU ccU a p o o �o � o m [1 c l0 1 Y C M' N ° °' E a � va°w a 10 ' � C N � � d ]+ � y m U7 D � i� w G 0 �ro w �� x 0 U�� N � � � C � iq �m� � C3 m w � � o g a u y c c �� T � � � � � S �a',cn mp a��Q 01�U ¢�rQ u � C .� kl ro� �� 0. C II �a �Z v m v c � ro m 8� �E � WUs N M W M d1� C C G7 }O'5 O 'Q 31 N � �� FI. �� il cI�I � Nr�� '� � � � � � N � � V � � F�I C/� � � � � �� .r 6 � � b � � � � � � �7 Cd 4� Ei .� ,% � a`f E� Q p e�l � C � � � QV �" N N � � h G d �� E �� aM O n EU � m n. aEc'n mci ,�n �E � S3L ��U aasg noU � C � �� U �cU `l � Q C'O. � � O N ��.0 O � C C N N °°'E > 0 a�r , .p a. c � � .Y (A � A N Vi O � � � c o .� ?� �, � " o W U � ? � �rn 8 � a � c � U r i IL U w m I P � � � � � � � � - ��+i, - �I: � �I � � � �� : � � � � � � � � � � � � � � �'"g � � � � � � � � � � � � ��1� �� GC-6a�6@� �Ilve�°si� �a�s��e�s E��ni� ��v�s�� Sp�c�i��cat�o�s 'I'I�IS P�G]E I�T'g'�I�TT��l��I�� E�F'I' ��LAI�� O�T ��T�I� c��y o� �� o�� usine�s �quity �irri�ion Speci�ica�ions SP�CIAL !NS'�RU�YfOf�S FO� �Fl�E�0�3� APP�ICAiION OF POLICY If the total dollar �a[ue of the City funded co�trac� is $10U,OOQ or more, then a Business �quity confracting goal is applicable. P�usiness �quity �irn�s refe�s to certified ��sinoeity-, arrdlar��"omPn-, nwnP�� l�i�S�11PsG �n�'p!'�]PI5@3 I (NElif�'�3f:). �OLICY Si�-4TEMENT It is the policy af the City 4f Fort Wprth to ensure the full and ec{uitab{e particlpation of 8usiness Equity Firms when applicable, in the procurement of a!I goo.ds and ser+rices, All requirements and regulations stated irt fhe City's currenf Business Equity Ordi�ance No.2d53�-11-2020 apply to this bici. Bll�li��S �QiJ{T'Y C�C}A� The City`s MlW�E gaaf on this project is �_% af the base bid value of the contract, pf federally funded) l�h� Cily's D[3� goal on tE�is projeci is �i�_°!, of the base bid val��e of the cor�tract. A Business Equity Prime Cor�tractar can caunt i#'s self-perfarmanca ser+�ices towar�s mesking the Businass Equiiy Goal for the assigned NAICS commodity codes on their MBE or WBE cerEification. If the Buslr�ess Equity Prime Contrackor cannoi self-perform all of the work, it wifl be accountable for s�bcontract9ng with certified Business Equify firms to meef ihe overalf goal. COMPLIANC� iO �l� S��C_I_�ICATI�NS On City funded cantracts $100,D00 or more where a Busin�s.s �quily Goa1 is applied, offerar5 are required to comply wifi� the in#ent of the City's Business Equity �rdinance by rneeting or exceeding the abo�e stated goal through one af the fallowing methods: 1. Business �quity subcantracting participatinn, or, 2. Commercial useiul function services perfarmed by t�e gusiness Equity Prime to count tovitards the goal, or; 3.. Gomhinatian of Busi.ness Equity Prime services anci Business Equity su3�contracting part'rcipation, or; �. Susiness �quity doint Venture parEicipatio�, or; 6. Good Faith �ffort documentation, ar; 6. PrfrrEe Waiver documentation. SLl�iN11YiAL �F REQIJIR�I� 90CUfVI�NYATION The LltiSization Rlan shall he due at the time sp�Cifieci. in the salicitatipn, The applicable dacumeRts rr�ust be received by fhe Purchasing Divlsion, within the iime allocatad, in order for the entire bid to be consldered responsive fo the specifications, The afferer shall deli�er the Business �quify documentation in persan (or einail if designated wiihi� projeot specifiaations) to the appropriate employee of the Purchasir�g Division and obtain a dateltime receipk. Such receipt shall be evidence that the City received the dacumentation in #he time allocated. f7ocuments are fo he received n� later than 2:40 p.m., on ��e s�cand City husinsss day after khe bid opening da#e, exclusive of ihe hid upenEng date. Faxed capies wifl nofi be a�cepted. Excepfian: CFA, ICA, and CQBC� projects, doeuments wi11 be submittsd fo the City ProJect Manager if publicly bid or to the Developer if privately bid. - 'fhe Offeror must submit one of th� following documentation: . 1. Utilization �orm, if th�: goal is mef or exceeded, 2. Good Faith �fFo� �orm and LJtilizafio�� Far'm, includinq supporting documentation, if participation is less than stated goal, or nn Busit�ess Equity �articipation is accomplished, 3. Prime Cankr'actor Waiver Form, ineluding supporting docurr�erttafian,if the OfFeror will perform alf subconlractinglsupplier opportunities, 4. Joint Venture Fv;.::, if �oai is met nr exceeded wifh a Joint Venture. These forms can be found on�line at: https:llapps,fortwo�#htexas, o�l�roject�tesourcesl FAIl.UR� TO CDMPLY WITH TH� CIl"Y'S BUSIN�SS EQl31TY ORDiI�ANC�, WILL RESl1LT IN 7HE BID BEING CONSIDEREQ f��N-R�SPONSNE TO SPECIFICATIONS, FAILl1R� TO SUBMI7 THE REQUIR�D BUSINES� EQUITY D�CUMENTA710f� W�LL RESULi IN 7HE Blb BEING CDf�SIDE��D NON-RESPDM5IVE. A S�COND FAILUR� WILL R�SUL'T IN iH� OFFER�R BE1NG DISQUALIFIED FOR A P�RiOD OF ONE YEAR. AN O�F'�RER'S 7HR�� AlLURES 70 COMPLY, WITHIN A�1VE-YEAR PERIO�, 70 THE CITY`S BUSfNESS �QUITY ORQINANCE WILL RESULT {N THE OFFERER BEING CONSIDERED I�ON- Fi�SF'ONS1V� AI�D kVIAY �fSQUALiFY THE OFFER�R UP TO 5 YEAR5 FROM B�DDING ON CITY B1DS. Any questions, please contactthe Susiness Equity Division at (81�) 392-2674. ❑epartmen# o.f I]iversily and lnclusian Business Equity Qivision �mail: pVIN_BEQffice@farlwarthtexas.gov Phone: (817) 392-2674 Effeciive Q 1 /01/2021 ��[�[S �A�]E �'I`E�TTI011TA]LI�Y I,]El�'T ��L�I� ��1�� 60�� 5 ']["�IIS �AGE ]C�T7C'El�T'g'��l\TA�I�� E�FT �lL�il\TI� 2013 PREVAfLIPlG WAGE RA�ES (Weavy and Highway ConstructEon Prajects) CLASSIFICA�ION �ESCRIP�ION Asphait Distributor Operator Asphalt Paving Machine pperatar Asphalt Raker Broom or Swee�er Operator Concrete Finisher, Pa�ing and 5tructures Contrete Pa�ernent Finishing Machine Dperator Cancrete Saw Operator Crane Operator, Hydraufic 80 tons or less Crane Operator, Lattice Boom 80 Tons or Less Crane Operatar, Lattice Boom Over $0 Tons Crawler Tractor Operator Electrician Excavator Operator, 50,000 pounds ar less Excavatar Operator, pver 50,D00 pounds Flagger Form Builder/Setter, 5tructures Form Setter, Paving & Curb Foundation Drill Operator, Cra:wler Mounted Foundation Drill Operator, TruCk Mounted Front End Loader Operator, 3 CY or Less Front End Laader Operatar, Over 3 CY Laborer, Comman Lab4rer, Utility Loader/Backhoe aperator Mechanic Mifling Machine Operator Motor Grader Operator, Fine Grade Motor Grader D�erator, Rough Off Raad Hauler Pa�eme.nt Marking Machine Operator pipelayer Reclaimer/Pulverizer Operator Reinforcing 5teei Worker Roiler Operator, Asphalt Roller Operator, Other Scraper Qperator Servic.er 5mall Slipform Machine Operator Spreader Box Operator Truck Driver Lawboy-Flaat T'ruck Dri�er Transit-Mix Truck Driuer, Single Axle Truck Dri�er, Single or Tandem Axle Dump Truck Truck Dri�er, Tandem Axle Tractor with 5emi Trailer Welcfer Work Zone Barricade Servicer Wage Rate $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ � $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 15.32 13.99 12.69 11.74 14.1z 1fi.05 14.48 18.12 17.27 20.52 14.D7 19.80 17.19 16.99 10.a5 13.84 13.16 17.99 21.07 13.59 14.72 1a.�2 12.32 15.18 17.68 14.32 17.19 16.02 12.25 13.63 13.24 11.D}. 16.18 13A8 �1.57. 1Z.96 14.58 15.96 14.73 16.24 14.14 12.31 1Z.6Z 12.$6 14.8�4 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway canstructlon projects were determined by the United States Department of Labor and current as of 5eptem6er 2Q13. The titles and descriptions for the cfassifications listed are detailed in the AGC of Texas Standard Job Classifications and Descriptions for Highway, Heavy, Utillties, and Industrial Construction in Texas Page 1 of 1 Z013 PREVAILIRlG WAGE RATES (Commercial Construction Projectsj CLASSIFICATI�{� DE5CRIP�ION AC Mechanic AC Mechanic Helper Acoustical Ceiling Installer Acoustical Ceiling Installer Helper Bricklayer/Stone Mason 8ricklayer/Stone Mason Trainee 8ricklayer/Stone Mason Helper Carpenter Carpenter He�per Concret� Cutter/5awer Concrete Cutter/Sawer Helper Contrete Finisher Concrete Finisher Helper Concrete Form 8uilder Concrete Form euilder Helper Drywafl Mechanic Drywa�l HeEper Drywap Taper �rywall Taper Helper Electrician (JourneymanJ �lectrician Apprentice (Helper) Electronic Technician Floor Layer Floor Layer Helper Glazier Glazier Helper Ins�tlator Insulator Helper Laborer Comman La6orer Skilled Lather Metal Building Assemble.r Metal Buiiding Assembler Helper Metal Installer (Miscellaneous) Metal Installer Helper (Miscallaneous} Metal 5tud Framer Metal Stud Framer Helper Painter Painter Helper P i pefitte r Pipefitter Helper Pfasterer Plasterer Helper Plumber Pfumber Helper Rei�forcing Steel 5etter Wage Rate $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ � $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 25.24 13.57 16.83 �2J0 19.45 13.31 1 Q.91 17.75 14.32 i�.00 11.00 x5.77 11.00 15.27 11.00 15.35 12.54 15.00 11.50 19.63 15.54 2 �.00 18.00 10.00 21.03 12.81 16.59 11.21 10.89 14.15 12.99 16.00 12.00 13.00 11.D0 16.12 12.54 16.44 9.98 21.22 15.39 16.17 12.85 21.98 15.85 12.87 Page � of 2 Reinforcing Stee1 Setter Helper Roafer Roofer Helper Sheet Meta! Worker Sheet Metal Workar Helper Sprinkler System InstaAer 5prinEcler System Installer Helper Steel Worker Structural Stee{ Worker Structural Helper Waterproofer Equipment Operators Concrete Pump Crane, Clamshee{, Backhoe, Derrick, p'Line Sho�el Forklift Foundation Dr911 Operator Frant End Loader Truck Driver Welder Welder Helper $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 11.08 16.90 11.15 16.35 13.11 19.17 14.15 17.04 13.74 15.D0 18.50 19.31 16.45 22.50 15.97 �6_i7 19.96 13.00 The prevailing wage rates shown for Commercial canstructlon proj�cts were based on a salary survey cvnducted and publish�d bytha North Texas Construction Industry {Fall 2012) Independently compiled by the Lane Gorman Tru6itt, PLLC Construction Group. 7he descriptions fiorxhe classifications listed are pro�ided on the TEXO's (The Construction Associat9on) website. www.texvassociation.org/Chapter/wagerates.asp Page 2 of 2 7T'��[S PAGIE �l�'g'�i�7['I��LIL� IL�F'�' l�]L�I�TK ��Y'�1�1 �JL1� G12�� 6� �� Pro��t Y�eq��ip��n�n�s 7['�IS �P�GE ��T'�'EI�T�OI�AI�]LY ]��'� �I�A.�TI� � �� C�� JL �� Il� 1 VV �� JI.. � �� 1�'JL�I�I � � 1 �l�IJV't�� W � JL ��.7 Y iTpdated: Apri1129 2019 The Fort Worth Water Department's Standaxd Products List has been developed to minimize the submittal review af praducts which rneet the Fort Wor�h Water Departm�nt's Standard Specifications during utiliiy construction projects. When Technical Specifications �or specific products, are included as part of the Construction Contract Documents, the requirements of the T�chnical Specification will override the Fort Worth Water Department's �tandard Specifications and the Fort Worih Water Departrneni's Standa�d Products List and approval of �he specific products will be based on the requirements of the Technical5pecification wh�iher or not the specific product meets �he Fort Worth Water Deparrment's Standard 5pecifications or is on th� Fort Worth Water Department's Standard Products Lis�. "��ble of Conten� (Cl�ck on items to go directly to the page) Items A. Water & Sewer Page 1. Manholes & BaseslComponents ........................................................... 1 2. Manholes & BaseslFiberglass ............................................................... 2 3. Manholes & Bases/Frames & CoverslRectangular ............................... 3 4. Manholes & Bases/Frames & Covers/Round ....................................... 4 5. Manholes & Baseslk'rames & Covers/VVater Tight & Pressure Tight .. 5 6. Manholes & BaseslPrecast CQncrete .................................................... 6 7. Manholes & Bases/Rehab SystamsJCementitious ................................ 7 $. Manholes & Bases/Rehab SystemslNonCementitious ......................... 8 9. Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ...............................................................................10 11. Pipes/Ductil�; Iron ................................................................................. i 1 12. Utility Line Marker ............................................................................... 12 B. 5ewer l3. Coatings�Epoxy ..................................................................................... 13 14. Coatings/Polyuz•ethane .......................................................................... 14 15. Combination Air Val�es ....................................................................... 1S 16. PipeslConcrete ...................................................................................... 16 l 7. Pipe Enlargemeni Sysiem (Method) ..................................................... � 7 18. Pip�s/Fiberglas� Reinforced Pipe ......................................................... 1$ 19. Pipes/HDPE .......................................................................................... 19 20. PipesIPVC (Pressure Sewer) ....� ............................................................ 20 21. Pipes/PVC* ........................................................................................... 21 22. PipeslRehab/CIPP ................................................................................. 22 23. PipesTRehab/Fold & Fnrm ......�,.._.� ....................................................... 23 24. PipeslOpen Profile Large Diameter ...................................................... 24 C. Water 25. Appurtena.nces ....................................................................................... 25 26. Bolfi,s, Nuts, and Gaskets ....................................................................... 2b 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... �8 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) .....................................................�........... 30 31. Pipes/Valves & Fiitings/Ducti]e Iran Fittings ....................................... 31 32. �ipes/Val�es & Fiitings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & FittingslRubb�r �eated Butterfly Va1ve ...................... 33 34. Polyethylene Encasezn.en.t ..................................................................... 34 35. 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