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Home My WebLink About025376 - Construction-Related - Contract - Southland Contracting, Inc.�o u i i,,�,,,�,.�w. � � � � ��y g��ETARY'�R . . , . �, C�N7FtP,C?' DQCUMENT AN� SP�CIFICATIONS FOR e � �� '��R��a�Y � � 3'� � coN�r�Ac�r No . � �.O.E. �1a� SANlT�f2Y SE�J�IER M�IN 390 �� 4fN��SE ,��t�A l�EiiAB��.iTA"�ION C��`S� BOi�J�1NG C�. ��o CQ�� SANITARY ��yY�k� !NiP�COif��I�NTS �„�, �(J�1ST�l}CTIa�'$ C�� ROUP �, CUN7RACT 1), PART 2 UNl1' '�, UNiT 2, A�i� UNI1' 4 CL1�NT R�PI�ttTA�E� ��P9PCL!!VE ��lABeLai,4TiQ� � c �oyS��V�R QfZ � � - �0410 30 ' ) � �,��i•� UNii' Cl.�.E� A�t�..aECT f�(�.1840 � � � � � U D J _�J _� Y � �iTY G�' F�RT',NORTH TEXA,S KENNETN BARR MAY� R LEE C. Sf�ADL�Y, JF2. P.E. DIRECTOR,''ATER DEPARiMCN i BOB TERf�ELL CIT1' P�iAP�AG�R HlJGO A. ��iAiANGA., P�E. DiRECTOR, TRP,NSPJ(�,TA i iJN & FUBLIC WORKS DEFT. A. D4UG�S F��',D�MfiKE�, r.�. DIRECTC�R D�PARTME�VT OF Eh�GitJ�ERlNG Pi��PAREO BY �e - DAhNENBAUM �l��INEERINC� CO�tPORATaGN 6421 CAN1P �OV�'IE �LVC., SU17E �Oi; �OR � �,hIORTH, T�Y�AS �6116 A*`�`�,'`,�'�;��'T �� ,�. � :� .� �•� �� 4�• A*i. ,��,.•'t� os ,`.-, , ,� � �'t l�v � D�� - V��Clr�l� U€��5� ca� ��Q�aa� �o �G�bo �(�. � `�a � �;��Y�`i+�..?� �� ,�11 ny� • '7 w•i ��Q�� •`•y' '� 7 i�ow�N�M�•�y�. � • � i ':�1�'� +� . �'��+��:� � �? .�„ W • O.s��.1 .�� .M � r',�"' r . . . �} � ' �:�� "�, . J�� .,��, i' 1 q,�,,�� ,t�"�q ,��+�,- �. � r�� . . � ...J�y _ ,� ! ' �,-, � �� ,1� �/��`�� -- , C1 ` J I i � • � � O � � � a � � � . � � � � � a a 0 0 CI"I'Y OF FORT WORTH DEPARTMENT OF ENGINEERING }�DDENDUNI N0, ') to the • Plans, Speafications & Cantract Dxuments fpr' Mains 390 Drainage Area Sanitary Sewer Rehabilitation and Impraysments (Group 6, Contract 1), P�rt 2� Untt 1, Unit Z, anci Unit 4 Sew�r Pro]ect No. PSa6-07046041Q280 Unit �1: b.O.E. No. 16d6 �nit2: D.O.E. No.1$40 Unit +�: RO.�. No. 2224 Bic! 8ubmi�tai Due Oate: Auqust 18, 1999 � 1:30PM �lddendum No. 1 fssusd: Au�ust 17, 1�95 Prospective B(dders ar� heraby notifis� vf revisions to the folfcwing: PLANS, 8?ECIFlCATIaNS, & CONTRACT DOCUMENTS PARI' a— NOTlCE TO S1pD�RS � Bidders are hereby noiified that a second Ma�datory pre-bid confareRc� wifi be held 9:OOa.m. Friday, Aygust 13,1995 in Room 293, 2"d Fioor, C'rty Municipal8uAdiag, 1000 ' Thrackmorten Streat, Fcrt Worth, Texas. Those having �ttandod tf�o fiirst pre-bid conferenee cn August fifth are nat required to attend. Failure to atttnd one nf the conf�r�ncoz shatt resutt in rejection of the bid as non-recponsive. ' PAFiT 6 — PROPOSAL Unit 1 Proposal Bidders are here�y advised to repiaca Page B �-(2� in t�e originaf bid documents with the attachsd Page 81-;2)R. The casirtg paid for an Bid item No. 3 is char�g�d from 64" to 60" diameterwith a minimum wall thicicness Qf 0.380 inches, ihat item change alsa changes the casing pipe diemeter on Plen Sheet Nas. 15, i8 and 2Q. 6idder3 are hereby advised to neplaca Page 8�-(3) in the originaf bid docx,ments with the attached Page B1 ;3}R. The units for Bid I�.�m No. t4 were carrec'teed +� be paid for by the vertical foot • Bidders are her�by advised to r�pface Page B' -(7� in the origfnaf bld Coci;mants wlth tne ai�ached Page B1-{7)R. Bfd It�m No. 45, "Handiinq of Contaminated Material" in the amount of 100 Cubic Yards has been added as shown on the attached propasa! sheet R �r� u I�l � L�J Unit Z Proposai ' Biddars are hereby advi�ed to replace Page 82-(3) in the original bid documents with the ettached Page BZ-{3)R. Bidders are herehy advised to replar,� P2gE B2{10j in the ori9inal bid dxumer-ts with the attached Page 82-( �o)R. �d' Item iV�o, 64, "Fiandling of Conta!'rlinated Materiaf in th� amount o� 10p Cubic Yards has been a�deci as st�own on �ttached propo�ai sheet Prvposa! Summary Sidders ane hereby advised t� add the attached PaQe B-Summary to tf�e bi� dacumenfs immadfatety inllowi�g the t3Rit 4 Proposa! Section. � PART QA — ADDRiONAL SPEClAi. CONDlTIONS Qiddets are hereby advis�d a� add item DAr-14, 'Interior Manhole Coatl;�g - Perna�ast Systam with Epoxy Line�' to the bid documsnfs. The detail BI�43 on Sheet No. 9 of the Plans is hereby � modified as shown Qn fhe axached detail R�43. The PVC L'sner ca(led for on the detaii can either � be T-lock concrete riser pipe or coated in acco�dance with Item bA-14 in lieu of T lock � Measurement�nd payme�t�rtheepoxy liner shaN be incidental to the prce ofthe manhole. � � � L�J � � � 0 � J � � Bidde� ara hereby advised t� add ttem DA�, 'Laadinq. Transportation. �nd �isrosal of Contamirrated Soil" to t�e �id documents. A!� handling of ror�minated materiai shall b� ac.camplished tn accordancz with ltern IaA-34_ 8idders are hereby advi�d to add item DA-36, "Rock Riprap - Grout - Fllter Fabric" to the bid doCum9nts. AI! rak ripra� shan be ccns!ructa� in accordanca wi�h Item DA-36 and the a�a�hed detail. APPENDtx � � 7w�e cot�rrRacT coNbmoHs The attach�d Texas Water Development Boar� �nditions and �rms are herrob•r made a�art of the bid documen�. � � This, Addendum No.1, fomts part of tht Pfarts, Specificaticns & Co�fir�ct Documents fcr ttte above�rafferenc�C P�ojec: and mndifies the orig;n�! Pl�ns, Spacifc��ons, � Ccntnct Dxuments of the same. Acknawledge your r�ceipt of this Addendum No. 1 at the �n�lowing Ioca�ions: (1) in thQ spxe provlded �law � � � (2) on Pages Bi-(9}, �2 ,13) and B2-2 �fthe Unit4 Proposal, Ixated in Par� 6- Eid Proposals (3) and noCe on the auter envefope �f ycur sealesi b;d t�at you have received �►is acknow�edgemerttofA�ddendum No. 1. . � Failc�ra to adcnowledge the receipt of this Add�ndum IVo. 1 puld cause the sub�ec: biddar to be censidered "NONREBPONSi1/E", resUffing in disqualification. REC�IPT ,�QY-- w� Telephone:� A. Douglas Radernaker, P.E. Alrecior, Dept of En " eeri �'�/ By: lon� s��l�iti f� Ric�t 7rice, P. E. Manager, Consulbn: Serv?ces � � � � I'� ��l L�J � �� 1 � L� �� CITY QF FORT W�RTH DEPARTMEN7 OF ENQINEERINfl ADDENDUM NO. 2 tQ th6 P�ans, Spec;fication� � Cantract Documems � Mains 390 Dr�inagt Area Sanitary Sewer Rehabiiitation and Improvements (Group 6, Cantr�ct 1), Part 2 llnit 1, Unit 2, and Unit 4 Sewer Projecit No. PS46-070460410280 Unit 1:•D.O.E. No. 1646 Unit Z: D.O.�. No. i8d0 lJnit 4: D.O.E. No. 2220 8id Submiitai Due Dat�: Auaust 19, 1999 (�? �:30PM Addendurn No. 2(ssued: August 15, ��99 Pr�spactiva B�d�ers ar� hereby notir�ed of revisions to the fiollo�Ni�g: PLAN9, sPECIFICQT(ON�S, � CONTRACT DQCUMENT3 PART B — RROPOSAL Unit 2 proposal Biddsrs are her2Cy advised to replace Page B2-{� �) in the original bid documents with tne attaaheci Page B2-(11)R. The change v�ill aliow the bidder a selection of materiai type for the 36- inch pipe ca��suucted by other than �pen cut. pAR1' D — 3PECIAL C�NDiT1�NS eidde� are hereby advised that Item I�-17, "Indemnification" is removed from the Contract Documents in �t� enarety. This, Addendu:ri Nd. 2, forms�part of the Plans, Specifications 8 Gontract pdcuments for the above refenencrd Proj�t and� modifles the eriginai Plans, 3pscifications, & Contract aocuments Of the 6ame. Acfcnow(edge yaur reCeipt of this Addendum iVp. 2 at the fotlowing locations: (1) in the spa� providcd below � a (2} on Pages B1-(9), 62-(13� and B2 Z of th� Unit a Proposal, focated fn Part B— BId Proposals (3) and note cn the outer ernrelope of your sealed bid that you hays reGeived lhis acknow{e�gement of Addendum Na. 2 �� '� � � � � � � � � � � 1 � � � i � � � .� Failur'c to �cknowled�c ttt� rectipt of thiS Addendum No. 2 couid cause the subject bidBer to be considered "NONr�ESPONSJVE", resulting in disqualiflcation. . . . � � �/�..�.i �� /v ✓ . ��i � ;�� ,�Ij�/ • .. - - � :�iJ. .� , /I:_ / . I - - � - � �� a. pougk�s Rademaker, P.�. Director, Dept of �ngin "ng �- ' q� �y. t�� Sh o 61� �aick Tnce; P.E, Manager, Consultant Services 0 � � � � � � D a Q a � � � a � a � � D a 1-"1VV�aV�1JJJ 1 i�� 11 L��iI 4..��Iy�iV i �r� CITY APPROYE� PRODiJCT FOR * *CONiRACTOR SHAL! SELECT TYPE OF PIPF TO BE USED Standard Spec. No. Size E1-31 4" through 30„ �1-25 4" through 15" E1-27 4" through 15" Ei-28 18" �hrough 27" � E100-2 18" through �8" ��V.Y�1 I •'1 Consult with °��ity of Fort �North, Tex�s Standard P;vduct List" to ob�ain Generic(Trade �lame and the Manufacturerforthe pipes lis`.Ed above. *GONTRACTOR SI�LL S�LECi TY�� OF PlPE T� 6E USED FOR PORT(�N INSTAI.LED BY OTHER THAN OPEN CIfT Size ihicicNail Concrete Pfpe (E1-9; 42" Hobas Pipe 42' Ductile iron Pipe (E1-6� 36" Thic�vali ConcreCe Pipe (E1-9) 36" Hobas PipE 36" Faiiure to provide the infvrmafion �equired above may result in rejection of bid as ror-r-�ponsive. Only praducts listed above w�l be allowed for use in this project, Any substitutior�s sh�� esult in rej�ection of bid as non•responsive. 82- {11) R n l=! i�] IE! � l�l � L�I ILJ L*J L!�J � � L1 l� �RNMENBRUM FTW CIT'Y OiF F�RT WORTH DEPARTMEN7 C1F LNGINEERING ADpENDUM NO, 3 to the Pfans, Spe�licatipns 8� Contra�t Dp�cument� for Main� 39D Dr�inage Area Sanitary Sowpr I�ehai�i{itatian �nd Irnprovemen#� (Group 6, Cantract K). ParE 2 Unit 9, Unit 2, attc! Uttit 4 Sewer F�royect No. PSe{6-07046�410250 Unit 1: ti3O.E. No. 16+46 Urait 2: O.O.E. No, 1$�4Q Unit 4: I?,O.E. No. 2220 Bid Subm�tt�l Due Da�e: fiugust 19, 19�9 �1.30PM Addendum Nc�_ 3 Issued: A�cu ust 18, 1 99 ProspeCtive �idder� arG hereby natified of revisions to the fblfowing: P�N3, SP�CIFlCATIONS� & CQNTRACT DC?CUMENTS �i0 . 65@ ..— P . �" ---- PART � -- PERNlIT$ 7ht attached �ontra�tor's Right of �ntry Agre�ment form for Union Pacific �aiiroad is hereby m�de a portion of this cnntraet. 7he Contrac#or shal( execcrte the ftight of Entry Agreement form �-iar ta any wa�lc being done on Unian Pacific Railroad propsrry. PART B -- Pi�OPO$AL For ciarification, arS�r m�terial�, iabor er equipment neoessary for the canstru�tion of the 42-inch and 36-inch sanit�ry sewer piFe by ather than apert cut shall be cansidered subsidiary io the priee bid for the aforemenboned itern, � Thfs, Addendum hia. 3, Forma pari of the Plans, Speolfications & Contract Doc�ments for the above referenced Pro}ect and modifi�s the originfll Plans, S�Secifications, �. Contract Documents af the a�me. ,qcknewledg� y�ur receipt o� tftis Addend�m No. 3�t the fo!lowing lacations: (�) in t�� space provided below � (2) on Pages R1-(9), B2-(13y and 82,2 of fhe llnit 4 ArQposai, Ivcated in Part B— Bid Proposals (3j and not� on the auter env�lope af your sealed bid that yau have racsived tf�is acknowledgemeni of �.ddendum No. 3 u �� HUU. 1ti. 1'�y'� 4� 4J;3F'f'1 � _� � � � � l�J I� � IL�J L� ij� u � �� !� � AUG.18.1999 ,4�03PM �f�1�NENHRUM FiW N0.65G1" _P.3`-' �- - �ailure to acknawlsdge the� rec�ipt of this Addendum Nv. 2 could ceuse the subject bfdder to be considerod "NONRESPONSNE'", resulting i� disqual�fic�tion. . A. Douglas Rademaker, A,E. Director, Dept of Eriginseri g g: +�� o� Y � �I � Rick 7riCe, P.�. . Manager, Consuitant Services � ' . RUG.1S.199y 4��'� �, . � � � • qt,OEPLDQC 44I1I51 ' � Fam Approved„ A�1F'-I�w` � � DRNh��C'IHRU�1 F i W • •• �� 4 .� � ►M y' _ � u �M IYU . 65b "h' . 4- �— - - �-� 1 � �� PvlderNa.; 1T03�3 ��v�3��, �l1'� A�� is mnda �d eat�e�.itrtca ss af tbe ciay aF , 2.91�_, � by and btnveea ZR�TION PACiii'iC 3tAIGSOAD CQMPANY. w De4sware corpaeation �Zrdn�tiEa roPc�xr.d Do as tt� "Rt�Ofld�)� md � + a c�rpos�ion (hcrcin�fter the r�s�ed bo as dye "Con�acta�'). I�! � IL�'J I�J � � lwl L�J L�J ,LJ LJ � l�l � R��1T�LS: Tltc Can�coor has'beers hiced by Gity af F� Warth fnc tho purposa of cop�uctin8 (heresnaftet' "work"� an under�routx146.fi9 sewag� PiPelia� etossing/ear:noaCt�ment on ptr�eriY af tthe Rmilc+oad ai M�e Pt�st 243.91 aa i}tie Dallas �nhdivisiou, at or uear Ft Warth,1`�% Tite Cm�tr�ct.ctt tu�s re4ncsbe�l the RsilrGed to germit it W perf� the work end Rnikos3 is agreeabie.thrra�o, 4nbject to the faIlowipg t�enms and conditiona A�REEMI�NT': NOW,I�EF08�, it is mu�ally agi�eed hy � betwam tha Ra�aad ead Caa�ar.�tor. � follaare: � � ru M • . , ' •�� ►Jk!! L �ir1• : �'C�r ptupasos of this ��+eeu�ea�t, all rtf�uces in this agreement to t�c Cantractoc s�ia31 iucdex3e the Conb'�atac's contractas� subcontr�tars, o�caers, �ts +ad. ewPloyees, and otbcrs � undcc ib or their autho�ity. A.RTICI.� a - ��i�T ,�I�`��1: PLTR��09E The Rs�mad haeby �rants oa th+e Cnnttaccor the ri�t, duriug the'larna h+�aaftex stated aad upan and subj�ct td each �rul a!1 of'!he tc�ms, Pmviaiaas and oomditians f�ereu► contaiAad, to anter upan �nd bave in�ess m ss3��d egiess froaa tbe pe+aptity clr�'be$ in the Reeitals h�eo[and. a9 slidwa on thc actaahed ptiat datcd July 13,19�, markcd Exhibit A for th� purpose a2pe�miag tbt woc's de�dn"hed iu t6e R�itais above. The �ht herein gc�ut�d w C��ectdr is limited w those � pqrtiaus of tlu R�aiIroad's proptrty specif c�tly ddsoribed hcrein, ar cks'sg�auCed by thes Rs+lmad re�xes�ntative namEd in Articl� S, � . AR.'I"ICLE 3- '�RMB �A . CLDNDl'Mc)NS C4'�'AYNED 21V EXHY�iT1'� B,�1TD �-1 The caxms a8d ooaditians carnai�d in Exlu"�i�s ��d B�l, heiewatmched, at� henehy mad� a pert of this agreaatnt ' � 1�RTICLB 4 - ��'i�Tf.�_�V'E 1+ET . ApPlic,�at shell pap to th� Raihvad F.IV� HUND� �QLT.AIL4 (�S�.00j as r�eim�t�ment far cdaical, aclrmiinistra�ivm azxi haodlit�g expease ut asxineetion with tlie processing a�tlsiis A�C�ttent aRric� s - ��''�N�`,y$��0� CO}�iTR�CTOR� �tAILRpAD�t�PRE6FNTATIV� The Goc�acwr shaQ bear ar�y sad atl costs aad exgmses pssoci�tr� with aay work pe�n�a3 by the Caatractor, or aaary c�sts ar expensc� c��at+ed by tlu �a�o�d tetatingw this eg�su�t. All wcxk pafortnal by Cantraotor on Railroad's prdprcty shAll be pm#errned in e mnqna' satie�ctor� to Ihe t�especdve loc�l Supesintendcnt af Transportatioat Services-of thE R�ifmad or bis authori�ed cepresentstive (hareinafter thc Railroad Re�et�tativ�). CYolpl.doo la�e 1 nC3 • 7uiy 27,199$ L's: il� � l�] L�] IJ l� l�l i� � L�'J � � �l �I Ll 111 I#1 RUG.3s.i�'�9 4�04PM DANf�ENBAUM FTW NC.650 .�..-P.S-- --� —' C�DEpL.t70C 9a113�* • PdderNa: 17o3a3 ' , xaa'n Ap�ovcd, AVP-! tw � ARIICLE'6 • M3 �tMI1rTATION $�. �f8 �t t�� 1C['bitl �0 � �.'Ori�'tlCtQl' BT7�U CGAIIIICSdCC �il , dlid COA11S111C Up'f1� � �{1�CE9 SCppLt �� i5 bE[�CSt1 pTOVlt�td, OY Et SSiCh iTD4 a9 �'Cd11i�CL01' �A5 GGnlgl@GQci 1�9 WUI�f 4fl �!'OA:��S �1IripM'i�. WZ11C�11CVVCC 1S C3��GS t'iG!Tl�'8'CtOi' ��'lMRS '�0 AO�j/ �'i Ri1�1�0Ad �IY.��l�7C lA hvciting w�ta it �s «�up�ted it4 wwcysrk ouRailevad 1�P�'kY � b). Tbis ag�et�t �ay be tenxtia�xted hy cithe�ps�ty on ten (IO) deys writt�n notice to the ather par�y. � � ARIICLE 7 - CERTC�CA'T6_[]Y+'#�ivS,�T]�td1�L ; a) � Bef�e �eia8 snY atork. 9ie Canec�ator wiIt pmvic�e fhe Ra�road with a Certiftcate issve�i bp its iasu�oe aarrier ptoviding thc is�r:nae covcra� required ptusu�at t� Exhibit �-1 o�tFiis ag,�eement in a�qlicp which contains the foilawing type af endorsemeot: � � Unian P�c Rsilroasi �aay, is namod as sdditioual ia�rad with respsct tc ail• liabilities arising �out of Iasurocrs, as Cantractor� Performance of any wor�c on rho property �f tha R�itroa�i b). Coa�raoWrrvariaats that this agcoanent ha� beea thamughly reviewed by its it�surans� agznt(s)/brokar(s) aAd that sa3d sgent(s)/breket(a) bsa bean iristn�ted Dv prncure insuranae covaago and an �t as requ�rd hzreia ! � ' o). � rw iusurance �oaaQac,o shall bc diroceed �o: Fi1a Np. 1703-43 � � YJnioai Patcifio Rxil:vad Compar►y . • I800 Famaiu S� �n�al�a, Nebtaslea 68r02 ' . , ARTICI.� S- CHOTC� OF FOR'rTM . . t • J Litigatioz� �g DCitof� oc�q�Cd with tls� egc�maha�y ba i� �r,d meintsi�ne�d in the cau�ts of the statos / of Neb�ns`ca and Texas m[y, +wd the puti�s �t t�a j�risdie�oa ovaz thnir,par�eu �d ova� the subjcct matt�r af any sueh ,� litigation, in tho�e oaorts, �ncl ca�i# Ea ae�vice Qfproces� i�uecl.. by sttch courts. . ARTICI.E 9- A A Pl*OVi i0 None. � . . � , r i ; ; / ! ' � J croepLdac ,, . '�ge�of3 , � Ju1y 17, 1998 � / � � a � a � a a Q � � � � � Q � � a � HUV.1�.1'7y`� 4�b�F'P'1 DRP�iNEI`IE3HlJh1 F TW I � NO.G50 P.6."'—_. .'"—' � . � CRQEALi70C 94II1S << FaklaNa; 17Qb93 ' f�aen �►ppcove� AVt'�'L�w 1NVV�TI�SS WHEREO�', the patties hertta h�ve exaout�ed fhis a�ent in d�pliC�t� �s tht datefirst herein w�itte�. • vx�orrrAcgrc �oAD co��►r� sy . � CODTITtA�.�P REB�ESP�ITASN& ��: 0 x �: �v� ��, d craepLdon Page 3 o�t3 0 Juty 17,1498 � 0 u l�J IJ � �t �,�(y�i 4 � � �. � � IfJ C In'� L�J L� � �L�! � ,, , � �, � .,.�„�'o�t Wc�rth +++r,�u�c�r a.e. To�� •�i I 1 i ,I � K Nfl_SCALE no.e�e -� . �... _. .r.. _-- ��'�' ;Hr U• '�'� iH td ��N(yA,�i;i) Nt1I��'L,�.MMAI3�.[� I�t�ELIri�E CR�5�I�1(� �k1�i;� nl+ •rvai�nlq.1 t�1MLN�iClNS�MU:ti� ti1 f14L[i] IH tQ PN(1C1.;$ TI�tS APPLI(;AtitJAl. e� �� w� ��„ ��,+--`� 5_..._�� pr, : ISEE tqiE ] � SI � ,� � i s f--� ��w nMa I I •'r��r—��i—�F--I I ' f (�(�S�F� i��ti i°'°,�ri�' 1GI�i1MdE N,�10 t1MCK f�lbt �LttdN ti�! 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'1'�br i��a+arioe s�ti! c�av�nr � atotor v�s � bir�+d es�3 �o�and, aiad �a equpoae�d if rrsladad fra�oa ovvee� �dsr tbe �at�ecnl p�c li�Yle�m�• � DAMNENBRUM FTW � �i : �.��.�� C.d�r iast�Ee� lavra� r�f n�cft stules. � � i� LJ L�J � � � fpr�oanco Qontr�t� �osY ��i� t�d�er tk►M �ratl�Rrs' cempesu�q�n �ar�� e� ia �e,brlox.� ca�apear�a tuna. �"�acmr si�t c�,r.r�th me �� aelf evi�ce of tp� a�grrs�d r�mt ba pcv�dad. Couti+ce.^t�u addt�efr i�s�acat� ai�adl eadoxaa xeqal�i iaat�+� poloay(�) tc • . �adt�t Aafieoad. Go�h�cb�t's iu�t�xaoeA �1I ba� �areap+�ct ta ap� ias� o�sipd b� Iid]roaid. Tb� pal�as mquirai vtydes (a� at�xi W) atboo� sl�aIl �te�ide ' ty of �s�b �cI o�B name A�t�x+ood cm � midilbsYtl'a�ssarod. � 10 C�A4�i1Q 1FJ! Wdt�, ��S�i � i+►l'itn R rnr,d Cp�CQb�(�� Of:lw......�..+. a7ldeqW7Q H901�BCjWt�Dd� CO00l�9 � O�Dl8N�t3�t ��O�l;�IQti�i�, a O!!�1ld � OIi�.O� Q�f l+9QI�S� Po�Cjl T�!! �L'Q�I�� KtIL COII�I�RI a pLOV�Oa:}Y� O�'� � � �i�� =�� 'OR� �lY Ri�i� OE � 1'�l�dl e�l�3ari •��si�nQ �Y �o $1 ii7iT �'+e�1i�a dciE� IIl �'da�i�a�s� poiic.�k1� Qi' a�7bibdatf�2educ�DA Of .,.�;�,��r�►�itR,fEa�]u�silt��Ipp�l►.ar�y�ed,3ea11tt1s�iY43QIdrsYsp�.'the�te- . ' 'l��e � pdi�cyi�r:) Ri�all be �etilxaA l�y a rrpUl�1! l�a�ce oar�npa�+ti++) acnptc#�14 to Fi�ITosod cc wiih a �vrraa� Seat"� �•,•,�,�,�•� C� Ra�pg oE8 �d G�ras VII ar t�+tt�r, a�d �vtHorised tn+3o h�e�s � ths s�W �swisfels ti�e job S�o Ss k�aa#ad. , Coot�#ar WARRI�NSS tl�t tbis k�em�t.b� baenthoxai�►r�ci�rod by Coa�ira�torti� #�u�a • aQ�dta�mo�or(�?� vvbo I�e I�n iaatrt�ted by Co� W pro�te tiae fns�a c�atc�e �ee�ttlsad 1�'t�is Agr�e�. �i Cae�+�eb�t � to groctao �d maft�a #qs�a+�c+ r�a. x�aqvired A�"lrcxui mal► elect io cio ea � the voat aE �c�Or. 1'ha foet tltott irn�urmc�a 3s abta�al �fy Coz�ctor ae1'�it mi be de�d to ral�a as dimsai�h the liabsYi�ty► of Cor�tt�ctor. it�l�td�g, w�ithot�! 3�iatio�,li�1'i'!�r t�ad�ar tba i�de�ty p=ov3a�or� of ibis �. �� Y Aa�d abali suo! ba li�ted � the azaat�t oi W� roqW'vcad i�reu�ac�ee eaa�sage. � ' 1 . �' �1' � :11 Y 5r1` � �� ` PL �J � D D D D TABLE OF CONTENTS PART A . Notice to Bidders Detailed Notice to Bidders Special Instructions to Bidders PART B Unit 1- City of Fort Worth M/WBE Specifications Unit 1 - Proposal PART C Unit 2- City of Fort Worth M/WBE Specifications Unit 2 - Proposal . Unit 4- City of Fort Worth M/WBE Specifications Unit 4 - Proposal Summary of Bids - Unit 1, Unit 2, Unit 3, and Unit 4 General Conditions PART C-1 Supplementary Conditions to Section C PART D Special Canditions PART E Specifications / Easements / Permits / SRF Requirements PART F Bonds a. Payment Bond b. Performance Bond c. Maintenance Bond PART G PART H Certificate of Insurance Contractor Compliance with Worker's Compensation Law Contract Geotechnical Results � � � � i � � � PART A NOTiCE TO BIDDERS � DETAILED NOTICE TO BIDDERS SPECiAL INSTRUCTIONS TO BIDDERS � J � � � � � � ,J � .I •J Sealed Proposals for the following: D Sanitary Sewer Main-390 Drainage Area Rehabilitation and Sanitary Sewer Improvements (Group 6, Contract 1), Part 2 � Unit 1, Unit 2, & Unit 4 D Pipeline Replacement Sewer Project No. PS46-070460410280 D.O.E. Project Nos.1646,1840, & 2220 �1 � 1 UNIT No. 1 (DOE # 1646) UNIT No. 2 (DOE # 1840) 2,225 9 900 70 L.F. 42" Sanitary Sewer Replacement EA. Type 'A' Access Manholes L.F. Asphalt Pavement Repair L.F. Concrete Pavement Repair , L.F. 42" Sanitary Sewer Replacement L.F. 36" Sanitary Sewer Installed by other than open cut E.A. Type'A' &'B' Access Manholes E.A. Std. 4' Diameter Manholes E.A. Std. 5' Diameter Manholes L.F. Asphalt Pavement Repair J D �' � '� �� I■� � UNIT No. 3 UNIT No. 4 (DOE # 2220) 1,228 2,457 10 8 2 1,134 NOTICE TO BIDDERS Deleted from this project 3,400 L.F. 8" Sanitary Sewer 15 EA. Std. 4' Diameter Manholes 3,780 L.F. Asphalt Pavement Repair (Fig.4) Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m., Thursday, August 19,1999, and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plans Specifications and Contract Documents for this project may be obtained at the office of the Depa�tment of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided to prospective bidders for a deposit of fifty ($50,00). These plans and documents contain additional information for prospective bidders. A mandatory pre-bid conference will be held on Thursday, August 5, 1999, beginning at 9:00 a.m., in the Transportation and Public Works Conference Room 293. Failure to attend shall result in rejection of the bid as non-responsive. Bidders are encouraged to review the project plans and specifications prior to the pre-bid conference and be � prepared to actively participate in the conference. All bidder's questions will be answered at the pre-bid conference. � L■J � For additional information, please contact Mr. Brian D. 0'Neill, P.E. at (817) 763-8883, or Mr. Rakesh Chaubey, P.E. at (817) 332-5474. Advertising Dates: Thursdav, Julv 22,1999 Thursdav, Julv 29, 1999 NTB-1 � � � ■1 � DETAILED NOTICE TO BIDDERS Sealed Proposals for the following: SANITARY SEWER MAIN 390 DRAINAGE AREA REHABILITATION AND D SANITARY SEWER IMPROVEMENTS (Group 6, Contract 1), Part 2 Unit 1, Unit 2, and Unit 4 D PIPELINE REHABILITATION SEWER PROJECT N0. PS46-070460410280 J � J � � ■1 �� J � � UNIT 1- M-164R, L-2276R, L-3399R, L-1183, & L-3398; D.O.E. PROJECT N0. 1646 UNIT 2- M-164R, M-41 R, L-7663R; L-1524*R; L-1774R, L-7420R, & M-164R*; D.O.E. PROJECT N0. 1840 UNIT 4- L-914 & L-915, L-916, L-914A, L-916A, L-916B, & L-915A; D.O.E. PROJECT N0. 2220 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 p.m., Thursday, August 19, 1999, and then publicly opened and read aloud at 2:00 p.m. in the Council Chambers. Plan Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of plans and documents will be provided to prospective bidders for a deposit of fifty ($50.00); such deposit will be refunded if the document is returned in good condition within ten (10) days after bids are opened. Additional sets may be purchased on a non-refundable basis for $50.00 per set.� These plans and documents contain additional information for prospective bidders. All bidders will be required to comply with Provisions 5159a of "Vernon's Annotated Civil Statues" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7400, prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instruction to Bidders. A mandatory pre-bid conference will be held at 9:00 a.m. on Thursday, August 5,1999 in Room 293, 2nd Floor, City Municipal Buiiding, 1000 Throckmorton Street, Fort Worth, Texas. Failure to attend shall result in rejection of the bid as non-responsive Bidders are encouraged to review the project plans and specifications prior to the pre-bid conference. All bidders questions shall be answered at the pre-bid conference. DNTB (1) � � � I D D � i I � � D � � J � � � �� J IL�J The major items of work on the above referenced project include approximately: UNIT No. 1 (DOE # 1646) UNIT No. 2 (DOE # 1840) 2,225 9 900 70 1,228 2,457 10 2 1,134 L.F. 42" Sanitary Sewer Replacement EA. Type'A' Access Manholes L.F. Asphalt Pavement Repair L.F. Concrete Pavement Repair L.F. 42" Sanitary Sewer Replacement L.F. 36" Sanitary Sewer Installed by other than open cut E.A. Type'A' &'B' Access Manholes E.A. Std. 4' Diameter Manholes E.A. Std. 5' Diameter Manholes L.F. Asphalt Pavement Repair UNIT No.,3 UNIT No. 4 (DOE # 2220) Submission of Bids: 3,400 15 3,780 Deleted from this project� L.F. 8" Sanitary Sewei, EA. Std. 4' Diameter Ivlanholes L.F. Asphalt Pavemeni Repair (Fig.4) This document is designed as three (3) separate contract documents and shall not be construed as being a package. The Proposal Sections are designed as three (3) separate proposals and are arranged in Units to allow the Contractor to submit a bid on each, some or all Units. Contracts will be awarded to the respective low bidder for each Unit. If the Contractor only submits a bid on one proposal and is the lowest proposed price total, the Contractor will be the apparent successful bidder for the individual Unit. Contractor may bid on any one, more, or all of the Units. Time on all units awarded will run concurrently. If the Contractor is low bidder on more than one unit, his time for all units awarded will be the longest time allowetl for any single unit awarded to him. The City reserves the right to reject any and/or all bids and waive any and/or irregularities. No bid may be withdrawn until the expiration of ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations to be made as to the responsibility of the bidder to whom it is proposed to award the contract have been verified. Bidders are responsible for obtaining all addenda to the contract documents prior to the bid receipt time and acknowledging receipt of the addenda by initialing the appropriate spaces on the Proposed Form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering office at (817) 871-7910. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Bidders must complete the proposal section(s) and submit the complete specification book or face rejection of the bid as non-responsive. DNTB (2) u � J In accordance with City of Fort Worth Ordinance No.11923, the City of Fort Worth has goals for the participation � of minority business enterprises and women business enterprises in City contracts. Copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and GOOD FAITH EFFORT FORM ("Documentation"), as appropriate. D The documentation must be received no later than 5:00 p.m., five (5) City business days after bid opening. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. �� D � � � ■1 ■I � � � � i � M � ] ' The managing department is the Department of Engineering. For additional information, contact Mr. Brian D. 0'Neill, P.E., at the offices of Dannenbaum Engineering Corporation, (817) 763-8883 or Rakesh Chaubey, P.E., Project Manager at the City of Fort Worth, (817) 332-5474. � BOB TERRELL CITY MANAGER Advertising Dates: Thursday, July 22, 1999 Thursday, July 29, 1999 DNTB (3) GLORIA PEARSON CITY SECRETARY Department of Engineering A. Douglas Rademaker, Director By: ! `� !1 � � u u G'i �Rick L. Trice, P.E. Manager, Consultant Services J J � � !J �] � � � � � � � _�J � � � � SPECIAL INSTRUCTIONS TO BIDDERS (WATER DEPARTMENT) 1. PRE-QUALIFICATION REQUIREMENT: All contractors submitting bids are required to be pre-qualified by the City of Fort Worth Water Department prior to submitting bids. This pre- qualification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, and acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. (a) The financial statement required shall have been prepared by an independent certified , public accountant or an independent public accountant fiolding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This statement.must be current and not more that one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. (b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. (c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Department project. (d) Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. (e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. (fl Any proposals submitted by a non-pre-qualified bidder shall be returned unopened, and if inadvertently opened, shall be considered. ' (g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary pre-qualification. -1- � D D D D D D D D D D U � D J � � � 2. BID SECURITY: A cashier's check or an acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five percent (5%) of the largest possible total of the bid submitted must accompany bid, and it is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bontl, (1) the name of the surety shall be included On the current U.S, Treasury, or (2) the surety must have capital and surplus equal to ten (10) times the limit of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) the total capital and surplus. 3. � 4. BONDS: A performance bond and payment bond each for one hundred percent (100%) of the contract price will be required, Reference C 3-3.7. WAGE (�ATES: Not less than the prevailing wage rates established by the City of Fo�t Worth, Texas and as set forth in the Contract Documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. BIDDER LICENSE; Bidder must be a licensed Contractor in the State of Texas. 7. NON-RESIDENT BIDDER: Pursuant to Article 601 g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a non-resident bidder unless the non-resident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident bidder to obtain a comparable contract in the state in which the non-residenYs principal place of business is located. "Non-resident bidde�" means a bidder whose pric�cipal place of business is not in the State of Texas, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in the State of Texas. This provision does not apply if this contract involves Federal funds. The appropriate blanks of the Proposal must be filled out by all non-resident bidders in order for the bid to meet specifications. The failure of a non-resident contractor to do so will automatically disqualify that bidder. -2- J J � 8. PAYMENT: if the contract is $25,000 or less, the contract amount shall be paid within forty- five (45) calendar days after completion and acceptance by the City. D9. AGE: In accordance with the policy ("Policy") of the Executive branch of the Federal government, Contractor covenants that neither it nor any of its officers, members, agents, D employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement, or discharge of employees in connection with the terms, conditions or privileges of their employment, discriminate against � persons because of their age except on the basis of a bona fide occupational qualification, retirement plan or statutory requirement. D Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program: participants, or persons acting on their behalf, shall specify, in� � solicitations or advertisements for employees�to work on this contract, a maximum age limit D for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. D Contractor warrants it will fully comply with the policy and will defend, indemnify, and hold CITY harmless against any claims or allegations asserted by third parties or subcontractors and/or its subcontractor's alleged failure to comply with the above referenced Policy Dconcerning age discrimination in the performance of thi� agreement. � 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on; the basis of disability in the provision of services to the general public, nor � in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable Federal, State and Local laws D concerning disability and will defend, indemnify, and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's andlor its subcontractor's alleged failure to comply with the above referenced DPolicy concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with City of Fort Worth j�j ordinance No. 11923, the City of Fort Worth has goals for the participation of minority U business enterprises in City contracts. A copy of the ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, � PRIME CONTRACTOR WAIVER FORM, and/or GOOD FAITH EFFORT FORM, � �� 1 � I � -3- I� � J ("Documentation") as appropriate. The documentation must be received no later than 5:00 Dp.m., five (5) City business days after bid opening. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt � shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. D Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) andlor a Women Business Enterpnses (WBE) on the contract and payment thereof. Contractor further agrees D to permit any audit an/or examination of any books, records or files in its possession that will substantiate the actual work performed by the MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under - ° �appropnate federal, state or local laws or ordinances relating to false statements. Further, � � any such misrepresentation (other than a riegligent misrepresentation) and/or commission �of � fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time not less than three (3) years. J � � � � � i' � � � � � -4- � � � � � UNI T 1 M/WBE SPECIFICATiONS PROPOSAL unr�r 2 M/1NBE SPECIFICATIONS PROPOSAL UNI T 4 MMIBE SPECIFICATIONS PROPOSAL NOTE: MNVBE GOALS ARE DIFFERENT FOR UNIT 1, UNIT 2, AND UNlT 4 1NDlVlDUAL M/WBE DOCUMENTATlON MUST BE COMPLETFD WITH THE PROPOSAL FOR EACH UNIT. ATTACHMENT 1A Page 1 of 2 �° UNIT 2 � City of Fort Worth �.,, Minority and Women eusiness Enterprise Specifications �r�r oF ,,. �r�9��N��c F�r SOUTHLAND CONTRACTING, INC. PR1ME COMPANY NAME B��G 25 P� �° i 90 Oraina e Area, Rehab. & San. Sewer imp.�j�� G'(,�,,,�"� PROJECT NAME: Sanitary Sewer Main 3 9 , �' PROJECT NUMBER: Sanitary Sewer Proiect No PS46-070460410280, D.O.E. # 1840. r � ��- The undersigned bidder agrees to enter into a formal agreement with the MBE andlor WBE firms for worlc listed in this schedule, conditioned upon execution of a contract with the City of Fo�t Worth. '' The willful misrepresentation of facts is grounds for consideration of disqualification and wiU result� in the bid being considered non-responsive to specifications. C �.; � Company Name, Contact MBE or Name, Address, and WgE Telephone No. GUZMAN CONSTRUCTION MBE 8234 BUROAKS DR. llALLAll, '1'X. /5"l1/ JOSE GUZMAN 214-639-0866 MCCAULEY DIRT WBE 20 SPRINGS OAK BLVD BURLESON, TX 7602� li,",JSKA 1�11.1:L-1UL�Y 251 / —4 / tS —U.i ZS 4 C.J. EVANS M�E 8901 S .NORMANDALE �`2 )35 FORT WORTH,TX. 76116 CHARLIE EVANS t51/-72iU-3U44 Cert.(") Scope of Wor4c Agency NCT I�`,ANHOLES NCT NCT DIRT,AGGREGATE HAUL OFF Specify Dollar . Tier(�*) Amount 1 249,995.0f 1 STREET R�PLACEIENT 1 30,000.0� 2��.�� w,_ ('� qcceptable certifying agencies, please specify: (NCTRCA) North Central Texas Regional Certification gency ,� (TxDOT) Texas Department of Transportation (Highway Division) ('� Only first and second tier acceptable: M/BWE's must be located in the 9(nine) county marketplace or currently doing business in the marketplace at time of bid. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING. `d ` i �e n '. r I �. �.�r:�� qTTACHMENT 1A Page 2 of 2 � � . �.. � �.. � ��, UNIT 2 City of Fort Worth Minority and Women Business Enterprise Specifications MBEIWBE UTILiZATION Company Name, Contact Name, Address, and Telephone No. � � � � MBE or Cert.(*) Specify Doilar WBE Agency Scope of Work Tier(*'') Amount 0 The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) andlor WBE(s) arrangements submitted with this bid. The bidder also agress to allow an audit andlor examination of any books, records and files held by their company that will substantiate the actual wo�k performed by the MBE(s) andlor WBE(s) on this contract, by an authorized officer or employee of the City. Any willful misrepresentation will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. ALL MBEs and WBE UST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD , , • _ � ' MARTHA L. GP.IFFITH Autho ' ed Signature � Printed Signature r l PRESIDENT 8/24 1999 Title � Date THIS FORM MUST BE RECEIVED BY THE MANAGtNG DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING. I� � Part B UNIT �2 PROPOSAL DTHIS PROPOSAL MUST NOT BE REMOVED FROM THIS BOOK OF CONTRACT DOCUMENT T0: Mr. Bob Terrell � City Manager Fort Worth, Texas � Proposal For: The fumishing of all materials specified to be furnished by the City, equipment and labor for the construction of M-164R, L-7663R, L-1524*R, L-1774R, L-7420R, & M-164R* and all necessary ^ appurtenances and incidental work to provide a complete and serviceable project designated as: `�' � Sanitary Sewer Main-390 Drainage Area Rehabilitation and Sanitary Sewer Improvements � (Group 6, Contract 1), Part 2 Unit 2 Pipeline Replacement � Sanitary Sewer Project No. PS46-070460410280 D.O.E. No.1840 � « » Pursuant to the foregoing Notice to Bidders the undersigned bidder has thoroughly examined the � Contract Documents, including Drawings, special Contract Documents, the General Contract Documents, and General Specifications for Water Department Projects, and the site of the project, understands the amount of work to be done, and hereby proposes to do all work, furnish all labor, ^� equipment and materials necessary to complete all the work as provided in the drawings and J specifications and subject to the inspection and approval of the Engineering Department Director of the City of Fort Worth requirements. Upon acceptance of this proposal by the City Council, the � bidder is bound to execute a contract and furnish an approved Performance Bond, payment Bond, Maintenance Bond, and such other bonds, if any, approved by the City of Fort Worth for the performing and completing of said work within the time stated and for the following sums, to wit: � � " � .. � .. � � �' � ■] �� B2- (1) � � � � � !1 �� J 11 � '' � D �1 !J � � ■J �� !J UNIT 2 PAY APPROX DESCRIPTION OF ITEM WITH 81D I� UNIT iTEM QUANTITY PRICES WRITTEN IN WORDS - PRICE (Fumish and install, including all appurtenanf work, complefe in place the following items.) 1. 199 L.F. 42" Sanitary Sewer Pipe (All Depths)* GU D d� Y �i/i%� �1 %P.1 r. � Dollars $� 0 9 a0 Cents 1,030 L.F. 42" Sanitary Sewer Pipe installed by DD ��jp�� other than open ut a0 ` �� i�'� � h� Dollars � - , �, f,� . .. Cents ,/� . � �. � � . 2,457 L.F. 36" DIP Sanitary Sewer Pipe installed by o her than open cut _�'-1z�J� �/ �J S,YTf,pollars $ �� %� Cents TOTAL AMOUNT � �1,.�9�, o0 �� I i�r�� i --� , �, . � l� 13�, ��o- °-� 4. 45 L.F. 30" Sanitary Sewer Pipe II De ths I q 5 Q� S' �� ) � G!/� Dollars $ o�, , �� Cents ' 5, C� 137 L.F. 24" Sanitary Sewer Pipe (AU Depths) � o � S '�°�� Dollars $ ��. ,�� . ' Cents 325 L.F. 10" Sanitary Sewer Pipe (All Depths) �` �� ✓�� ollars $ � ,�g��0 � � o� �� Cents � � �3,a5�1a $ �a��.°� 7. 104 L.F. 10" Sanitary Sewer Pipe Grouted in Place, (All Depths� ��/�1�� Dollars $ J'� `?', 0� � D 1 , �O x %� � Cents / �� *Bidder shall complete City approved products list on page B2 -(10) B2- (2) '!J � � � � � � � � a� � .� a a � 0 � un�� z PAY APPROX pESCRfPTI�N OF ITEM WTTH B(D UNIT TUl'l�t. 1TEM QUAN7ITY PRICES WR(i'TEN tN WORDS PRlC� AMOUNT (Fumish and ins!aB, InNudinq aU appurfenarrt wark, camplete r'rr place fhe follom'n9 i(ans.) 8. 749 L.F. 8" Sa itary Sew�r Pipe, (A!I �epths) r_ � Dollars $ ��P��i� �`��i�`�,a� � �� Cents �. 318 L.F. 8" Q.I.P. �L 51 Sewer Pipe i stalfed y otf� r t an pe cut ,� � ooi�� ,3�0�� I �,Ia�, �"° ��» Cents i0. 138 L.F, 8' D.I.P. CL �1 Sewer Pipe ' II Depths } � „ � �� ,o d Dallars $ �._ $ L..,1� � " � � . Cents 1'� . 2 EA. Cut P(ug & Abandon 36" Sanrta Sewer ' � Do!lar� � 50• d a$ " 5i J�DD� e� Cents 12. 1 EA. Cut Plug & Abandan 30p ,,Sanita Sewer ��o I��Jp vilars $ �� `�D4•� $ �� 02 �4� D� � -� Cents t3. 3 EA. Ctrt Plug &�bandcn 24° Sanitary S�wer Main • . � v ��I I ��o, �' � �, q5o, °-� 1!ars � � $ Cen�s � �4. � �A. Cut Plug & Abandon 18� ani Sewer rr"�W,2n�I��/1� o�-fl On � Ve£�VYI4 �a�ars �/�j�l `�V — $ ��LO� d Cenfs �F 15. 10 EA, Cut Plug & Aband�n 1 fl' � S nftary wer Main � � q � , ��/bl�1J r�.,� Dallats s �� 1� 9 0�, � y� � � Cents ' •Bidder shall complete City aparoved products I(st on page 82 -(10j B2- (3� R � � I � � � � � � � � J � � � � J � � UNIT2 PAY APPROX DESCRIPTION OF ITEM WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT � (Fumish and install, including all appurtenant work, complete in place the following ifems.) 16. 2 EA. Cut Plug & Abandon 8" Sanitary Sewer Main ��'�If'rl�l'11��1�7, �J�7�1� Dollars $ R �D� � $ � (�Q � P�4 �� Cents 17. 2 EA. Cut Plug & Abandon 6" Sanitary Sewer Main d� p� .��,�T�-U�1�� .6�-T►,�o�lars � gge' � %'l�oD� �� Cents 18. 224 � L.F. Concrete Encasem�nt ' � . � . � , � r " �'�`ollars $ �r�,�, $J��,9�a� � ��' Cents 19. 7 EA. 20. 11 V, F. Construct 4' Diam. Std. Sanit ry Manh les q�y 1�� 0 � Pd' Dollars � � � . � 13 8 6D � � /�� Cents � 4' Diam. Std. Sanitary anh les ( xtr Depth) � - ►�e Dollars $ I �4�'� ��15- �► Cents 21. 1 EA. Construct Standard 4' Diam. Drop � � Ma 9 oles ��oll"ar� $� 75�1i � $��J`-�,4'0 .� �� Cents 22. 5 V.F. 4' Diam. Drop Manhole � (Extra Dep�h) ! � �yy B-p ��n�u1� 12��c � "/7,r pollars $ �4�� $ �� 0, %U� Cents 23. 1 EA. Construct Std. 5' Diam anhole f- ��r�, do e.p a �vrU� Dollars $3�� $�� (id � �b Cents � *Bidder shall complete City approved products list on page 62 -(10) B2- (4) � �I � �,�� i � 1 � � � � � � � 1 � � ' � 1 UN1T 2 PAY APPROX DESCRIPTION OF ITEM WITH BID IiNIT �'OTAL ITEM QUANTITY PRICES WRITTEN IN WORDS .. PRICE AMOUNT (Fumish and insfall, including all appurfenanf work, complete in place the following items.) 24. 8 VF. 5' Diam Sanitary Manhole (Extra D pth) -tt�,�eP �lvnc��e� ,� � ►'�vi Dol�ars � 3 30, DD � �'� �° �U� Cents 25. 1 EA. 26. 3 V.F. Construct 5' Diam. Drop Manhole� � �I /�. �U✓ `�Urr3' �,1�U✓ Dollars $ OD� � $ ��, D'� � � Cents , Construct 5' Diam. Drop Manhole (Extra ept ) �� Dollars $ � $ 1, 3o�Dr � !�P� Cents � 27. 3 EA. Type "A" (Spl. Access Man ole �, d'� Dollars $ ��7DB, � o $ qQ, (}a n Cents 28. 30 EA. Type "A" (Spl.) Access Manhole �OD� (Extra Depth r� J � o�b� 0-b U P� Dollars .. $ . ��%� - Cents 29. 1 EA, Type "A" (Spl,) Access Manhole wl D uble rop �,p —L �, � M� 0-� � Dollars ��r $ t �% v , �� Cents 30. 8 V.F. Type `°A" (Spl.) Access Manhole w/ Double Drop (Extra Depth) ��n r�.� Dollars $ �� $ �� Cents 31. 1 EA. Type "B" (Spl.) Access Manhole (Sta. 29+07.515) (Sheet No. 31) yb a00.� L�D_ OQ(�, � J,U✓�-A Dollars $ �. � $ , � '�� Cents *Bidder shall complete City approved products list on page 62 -(10) B2- (5) UNIT2 �� 1 i� � PAY APPROX DESCRIPTION OF ITEM WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and insfall, including all appu►tenanf work, complefe in place the following ifems.) 32. 1 EA. Type "B" (Spl.) Access Manhole Sta. 34+68.441) S eet No. 33) 4-� �J ��/�DA�E vS�N'1� �oilars $�; d�0� ��}�, dd4� 4 Cents 33. 1 EA. Type "B" (Spl.) Access Manhole (Sta. 37+68.501 heet No. 34) 7 �-0 p-a �✓TrS�,�( ,flds�h� Dollars $J�ddd� $ .�� 00, �%r� Cents . .. . , . . . 34, 1 EA. 7ype "6" (Spl.) Access Manhole �ta. 43+56�7 (�heet o. 3� �� ,i; �DD,D� �� a4�a0 � � X �ollars $ �!� $ � � Cents 35. 1 EA. Type "B" (Spl.) Access Manhole St . 49+47,287) (S et No. 37 ��a�d, p-D r�o � ' �1 � ` v Dollars $� � $ `Z�'�� %�� Cents 36. 1 EA. Type "B" (Spl.) Access Manhole � (�. 52�7) Sheet No. 38) j f0 a�D�� _a�a�00 � ��S�N� Dollars $'-r � $ %�� Cents i 37. 8 EA. Stainies Man ole ,nse s p � Dollars $ ��' � $ �� ` � �1P� Cents 38 10 EA. W ter 'ght M nh le I serts ��,„ �!I � � � Dollars $ °s�' $ �� Nn� Cents 39. 20 EA. Concrete Manhole Collars ��U Dollars $ ,��,� $ l�;�p4D� � Cents *Bidder shall complete City approved products list on page B2 -(10) B2- (6) UNIT 2 PAY APPROX DESCRIPTION OF ITEM WITH BID UNIT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE (Fumish and install, including all appurtenant work, complete in place the following ifems.) 40. 22 V.F. Protective Interior Coating for Manhole ,� �,� p-p � Y r�/2Y11�� Dollars $ � �5� � �� Cents TOTAL AMOUNT � t�, a�o� � 41. 20 EA. 4" Sanitary Sewer Service Connections �UY r4V � � � Dollars $ �`7D � $ � �Q�,� � � Cents f � � 42. ��415 L.F 43. 1 EA. 4" Sanitary Sewer Ser.vice Lead . � �� — � � Dollars $7�� Cents 6" Sanitary Sewer Service Connections v Dollars $ �� Cents � �D,°� � 5s0 .°�° 44. 15 EA. 6" Chimney Service Connections !/ � �W,��r`�'ollars ��a�� $ ��7,5�0'a 1� Cents 45. 350 L.F. 6" Sanitary Sewer Service Lead --�� ' �r� ��; � ��J��' � � Dollars $ $ L—l-�-��` � �� Cents 46. 47 9 EA. Remove Existing Manholes �- � �.�.�^n �1u�Y� /1d��°� dD,� �' , �'u�� Dollars $ $ � � � Cents 4 EA. ,��ban n Existing M nholes �,� �U 0-0 �1� '�hUnDollars $ aa. $ ��aa� n Cents � *Bidder shall complete City approved products list on page B2 -(10) B2- (7) UNIT 2 PAY APPROX DESCRIPTION OF ITEM WITH BID UNIT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE (Fumish and install, including all appurtenant work, complefe in place the following items.) 48. 441 L.F. Hydromulch Seeding � V� Dollars $ �� Cents 49. 330 LF. So�1in�� `_l � D 1 T �lv 50. Z71 L.F. Topsoil Complete in Place " � � _�i c�r/(�= VI /t9n 51. 1,593 L.F 52. 20 EA. Dollars $ �a,00 Cents Doilars $ � 1 • � D Cents TOTAL AMOUNT � � � �5�'� � � �� .v�°� / Trench Safety System (For Depths greater than 5') �f �d � d Dollars $ �a � $ �'� 7' �u Cents Manhole acuum Test �JND/�'D y Dollars $ �� $ �� 40d,� �7� Cents 53, 3,955 L.F. Pre-Construction Cleaning & TV Inspection ` � r�� /»/� Dollars $ `�t �` Cents 54. 5,502 L.F. Post TV Inspection �� 4 Dollars $ � `� � `' Cents , 55. 1,135 L.F. Asphal# Pavement Repair (Fig. 4) L� � Q �Q�-7`� % `��" Dollars $ � �' �C� Cents � � �%�('1�, �0 �� , � *Bidder shail complete City approved products list on page 62 -(10) B2- (8) , ,r I � � � � � UNIT2 PAY APPROX DESCRIPTION OF ITEM WITH BID UNIT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE (Fumish and install, including all appurfenant work, complete in place the following items.) 56. 145 L.F. Concrete Curb andlor Gutter Repair � �'� y •- �D U 1� Doilars $ �`�' � D �� Cents TOTAL AMOUNT $ �; �� 57. 45 L.F. Conc. Sidewalk/Driveway R�g� air, � �r�.a `�I 1�`f_' Dollars $ �•�L� � ,��75 �c � �%� Cents : 59 .� 5 C.Y. Ballast Stone for Misc. Placement ✓� � 1�{'--f'- Dollars $ �� `� /��' Cents 5 C.Y. Crushed Limestone for Misc. PI em nt �� ' � ►��'-'F' Dollars $ �3 /�.�� Cents 5 C.Y. Type E(1,500 psi) Conc. for Misc, Placem�nt � �'� � �' � �- L` Dollars $ �� ° � Cents 61. 5 C.Y 62. 1 EA. Type B(2,500 psi) Conc. for Misc. �acer�_ent � �� Pf � ��-'� jJf' 6'1(/►°i�'�N"rt'(�` rrll Dollars $ I 1 U'. , �-� Cents Pre-Construction D-Hole �„ � f� �� '- � G�`'Yl � � l�'_ � �1 Dol lars $ � % �% , ,� �� Cents �� $ -�= �� I�� s�� `� `� � �ry � � �s�° � 11��►�r� *Bidtler shall complete City approved products list on page 62 -(10) B2- (9) t � �, �. L�. � � � �.., ' � � r �. � � �, � L � urvii � PAY APPROX DE6CRIPTION OF ITEM WITH HID UPllT TOTqL ITEM QUANTITY PRICES WR!'iTEN iN WOR03 PR(C� AMOUNT (Fumish end inateU, includinr aU ePO�+�enAnf wurl� c�mpfe!e ;n alace the fb;lowing item�) 63. 45 C.Y. Rock Riprap �/� � ,. D � I� . t� poilars � ��D� �-° � � 9a�, °�° � Cents ' 64. 100 C.Y. �andiin� of Contaminated t�� ^ .�'/�j�� r o d " �' �Dollars $ � ✓� �' � S i � `75d� ;�► � Cents ' , Total Bid Unit 2 � $ ,1 '7l.', � {i'►an fer Totaf to ?age B�Sum��) e2- (i a) R � � � � � � � 1 � I � � � � � ' � I � C1TY APPROVE� PRODtJCT F(?R * "'CONiRACTOR SHALL SELE�T TYPE OF PIP� i'0 8E USED Standard Spec. No. Size � E1-31 4' through 30" �1 �� 4" through 15" E1-27 4" througit 15" E1-� 18" �hrough 27" � E1�0•2 18" thrcugh �8" ir...-r1 r.4 Consult with "�ity ot For'Ncrth, Tex�s Sfandard Pro�uc: LisY io ob�ain Generic'Tr��'iam� and the Manufac�urer for �e pipes !'sied abave. i *CONTi�4CTOR SFk4LL S�i.EC7 iYp� OF PlPE TO BE ItSED FOR PQRTf�N INSTALI.�D BY OTHER THAN OP�N Cl1T Size !/ i h�cicxail Concrete Pipe (E;-9; 42" Hobas P�pe a2' �� Ductile iron Pi�e (E1-6; 36" Thicic,vaif ConcreCe Pipe ,E1-9} 36" Hobas Fip� 36" Faifure to provide the inforrnaton requi�ed a�ove may result in rejection of bid as ror-r_sporsive. Onfy products listed above w�l be allowed for use in ;his project. Any substituticns shs� ^esult in rejection of bid as non-responsive. 82-{11) R m � � � � •J Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this Contract. The attached bid security in the amount of is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has obtained at least one set of the General Contract Documents and General Speciflcations for Water Department Projects dated January, 1, 1978, and that he has read thoroughly and understands all the requirements and conditions of those General Documents, and the specific Contract Documents and appurtenant drawings. � . ' , . . � � ' . � The undersigned assures that its employees and applicants for employment and those of any � labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by the City Ordinance. No, 7400. � � � ,I � � � � � ■1 J The Bidder agrees to begin construction within ten (10) calendar days after issue of the work order, and to complete the contract for Unit 2, one hundred and fifty (150) calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable) A. The principal place of business of our company is in the State of Non-resident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. B2- (12) J � � � � � � J � !J � �� ■1 Receipt is acknowledged of the followirig addenda: Addendum No. 1 /i�9'� Addendum No. 2 �V! � Addendum No. 3 � (SEAL) If Bidder is Corporation Date: � B2- (13) Respectfully submitted; / i � r ,��..��./�i. �' %//.�1��'/ /'� � - - I 1 �./ ;� �� -//�-,�.� / •/ . ,.y "_, �a. ��..i , � // / � � / � _; . /��i�., �I % Y��.., � � i r r i ' _, r �I <I'i� , !� LLr %' � � .- �� - •J � t 1 1 , 1 ' � � � � � � � � � � � � SECTION C GENERAL CONDITIONS �i � r � � � � � � _ ., � ' � ' ' 1 ' ' � ' C1-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 TABLE OF CONTENTS DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specifications Bond Contract Plans City CiTy Council Mayor City Manager City Attorney Director of Public Works Director, City Water Department Engineer Contractor Sureties The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street (1) PART C - GENERAL CONDITIONS TABLE OF CONTENTS � NOVEMBER, 1, 1987 C1-1(1) C1-1(1) Cl-1(2) C1-1(2) Cl-1(2) Cl-1(2) C1-1(2) Cl-1(2) Cl-1(2) Cl-1(3) Cl-1(3) C1-1(3) Cl-1(3) Cl-1(3) Cl-1(3) C1-1(3) Cl-1(4) Cl-1(4) Cl-1(4) C1-1(4) C1-1(4) C1-1(4) Cl-1(4) C1-1(4) Cl-1(4) C1-1(5) C1-1(6) Cl-1(6) Cl-1(6) Cl-1(6) Cl-1(6) Cl-1(6) C2-2 C2-2.1 C2-2.2 C2-2.3 C2-2.4 C2-2.5 C2-2.6 C2-2J C2-2.8 C2-2.9 C2-2.10 C2-2.11 C2-2.12 C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 C4-4 C4-4.1 C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4 6 C4-4:7 INTERPRETATION AND PREPARATION OF PROPOSAL Proposal Form Interpretation of Quantities EYamination of Contract Documents and Site Submitting of Proposal Rejection of Proposals Bid Security Delivery of Proposal Withdrawing Proposals Telegraphic Modification of Proposals Public Opening of Proposal Irregular Proposals Disqualification of Bidders AWARD AND EXECUTION OF DOCUMENTS Consideration of Proposals Minority Business Enterprise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award af Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue SCOPE OF WORK Intent of Contract Documents Special Provisions Increased or Decreased Quantities Alteration of Contract Documents Extra Work Schedule of Operations Progress Schedules for Water and Sewer Plant Facilities C2-2(1) C2-2(1) CZ-2(2) C2-2(3) C2-2(3) C2-2(3) C2-2(4) C2-2(4) C2-2(4) C2-2(4) C2-2(4) C2-2(5) C3-3(1) C3-3(1) C3-3(1) C3-3(2) C3-3(2) C3-3(2) C3-3(2) C3-3(4) C3-3(4) C3-3(4) C3-3(4) C3-3(7) C3-3(7) C3-3(7) C3-3(8) C4-4(1) C4-4(1) C4-4(1) C4-4(2) C4-4(2) C4-4(3) C4-4(3) �2) � � � � � � Y�i ' ' , ' � ' � � 1 CS-5 CS-5.1 CS-5.2 CS-5.3 CS-5.4 CS-5.5 CS-5.6 CS-5.7 CS-5.8 CS-5.9 CS-5.10 CS-5.11 CS-5.12 CS-5.13 CS-5.14 CS-5.15 CS-5.16 CS-5.17 CS-5.18 C6-6 C6-6.1 C6-6.2 C6-63 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 CONTROL OF WORK AND MATERIALS Authority of Engineer Conformity with Plans Coordination of Contract Documents Cooperation of Contractor Emergency and/or Rectification Work Field office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Unauthorized Work Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities Interruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for-Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Ta�Y (3) CS-5(1) CS-5(1) CS-5(2) CS-5(2) CS-5(3) CS-5(3) CS-5(3) CS-5(3) CS-S(4) CS-5(4) CS-5(5) CS-5(5) CS-5(6) CS-5(6) CS-5(6) CS-5(7) CS-�(7) CS-5(8) C6-6(1) C6-6(1) C6-6(1) C6-6(1) C6-6(2) C6-6(3) C6-6(3) C6-6(3) C6-6(4) C6-6(5) C6-6(6) C6-6(6) C6-6(8) C6-6(8) C6-6(8) C6-6(8) C6-6(9) C6-6(9) C6-6(9) C6-6(9) C6-6(10) C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.1 C8-8.2 C8-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 CB-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of operations Character of Workman and Equipment Work Schedule Time of Commencement and Completion Extension of time of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Owner Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities Unit Prices Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adequacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents (4) C7-7(1) C7-7(1) C7-7(1) C7-7(2) C7-7(2) C7-7(3) C7-7(3) C7-7(3) C7-7(4) C7-7(4) C7-7(5) C7-7(5) C7-7(6) C7-7(6) C7-7(8) C7-7(8) C7-7(11) C8-8(1) CB-8(1) C8-8(1) CB-8(1) CB-8(2) CB-8(2) CB-8(3) CB-8(3) CB-8(3) CB-8(4) CB-8(4) CB-8(4) CB-8(4) �J 1 � SECTION C 1-1 DEFINITIONS PART C - GENERAL CONDITIONS C 1-1 DEFINITIONS C1-l.l DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted � as follows: � C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained in the General Contract Documents � and the Special Contract Documents. a. GENER.AL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: � PART A- NOTICE TO BIDDERS PART B - PROPOSAL PART C - GENERAL CONDITIONS � PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS � PERMITS/EASEMENTS � PARTF-BONDS PART G - CONTR.ACT , � ' ' ' � � 1 (Sample) (Sample) (CITY) (Developer) (Sample) (Sample) White White Canary Yellow Brown Green E 1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H- PLANS (Usually bound separately) C1-1 (1) � � C 1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated 1 under the Contract Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the ' work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is o�cially received by the Owner, has ' been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting ' directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requirements which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulgated ordinances. Wherever there may be a conflict between the General Conditions and Special Conditions, the latter ' shall take precedence and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are � � necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the .� Contract Documents they provide the information which the Contractor and Owner should have in � order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents ' which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever � reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. r C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and ' ' ' C1-1 (2) I I 1 � ' faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) r, b. Payment Bond (see paragraph C3-3.7) a c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) Ir� C1-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be ;, completed under the Contract Documents. C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's � representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. � The plans are usually bound separately from other parts of the Contract Documents, but they are � a part of the Contract Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered � under the Texas State statutes, acting by and through its governing body or its City Manager, each of which is required by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. CI-1.13 CITY COIJNCIL: The duly elected and qualified goveming body of the City of Fort Worth, � Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City ' of Fort Worth, Texas. ' C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. � C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fork Worth, Texas, or his duly authorized representative. ' ' n C1-1 (3) � ' C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR. CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the owner for the eYecution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-124 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for observance by City employees as follows: Cl-1 (4) � � 1 3 4 5 6 7 8 New Year's Day M. L. King, Jr. Birthday Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in Nov. Fourth Friday in November December 25 � � 9. Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is declared by the City Council, falls on � Saturday, the holiday shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. � � �" w � ' � , ' ' � W ' C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of State Highway Transportation Officials ASCE - American Society of Civil Engineers LAW - In Accordance With ASTM - American Society of Testing Materials AWWA - American Water Works Association ASA - American Standards Association HI - Hydraulic Institute Asph. - Asphalt Ave. - Avenue Blvd. - Boulevard CI - Cast Iron CL - Center Line GI - Galvanized Iron Lin. - Linear or Lineal lb. - Pound MH - Manhole Max. - Maximum Cl-1 (5) MGD - Million Gallons Per Day CFS - Cubic Foot Per Second Mono - Monolithic Min. - Minimum % - Percentum I.D. - Inside Diameter O.D. - Outside Diameter Elev. - Elevation F - Fahrenheit C - Centigrade In. - Inch Ft. - Foot St. - Street CY - Cubic Yard Yd. - Yard L.F. - Linear Foot D.I. - Ductile Iron C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement between the owner and the Contractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change order unless the increase or decrease is more than 25% of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-128 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of the above. C1-1.29 [TNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: The roadway is defined as the area between parallel lines two (2) feet back of the curb lines or four (4) feet back of the average edge of pavement where no curb exists. C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications of gravel or similar material other than the natural material found on the street surface before any improvement was made. C1-1 (6) � � � SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL �j SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL �� C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal form, which will �? contain an itemized list of the items of work to be done or materials to be furnished and upon il which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and � state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's ' "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be , properly executed and filed with the Director of the City Water Department one week nrior to � the hour for onenin� of bids. � The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate staxe licensing agency, and shall have been so prepared as to reflect the cunent financial status. � This statement must be current and not more than one (1) year old. In the case that a bidding , date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10%) percent of the estimated project cost will be required. � For an experience record to be considered to be acceptable for a given project, it must reflect ' the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been on projects completed not mare than five (5) years prior to the date on which are to be received. � The Director of the Water department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. � The prospective bidder shall schedule the equipment he has available for the project and state that he will rent such additional equipment as may be required to complete the project on which � he submits a bid. C2-2.2 INTERPRETATION OF OUANTITIES: The quantities of work and materials to be � furnished as may be listed in the proposal ' i C�� CZ_2 �l> �� forms or other parts of the Contract Documents will be considered as anoroximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for its completion, and obtain all information required to make an intelligent proposal. No information given by the owner or any representative of the Owner other than that contained in the Contract Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has made the investigations, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs of Soil Borings, if any, showing on the plans are for general information only and may not be correct. Neither the Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. C2-2 (2) r � C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall � be correctly filled in and the Bidder shall state the prices, written in ink in both words and J numerals, for which he proposes to do the work contemplated or furnish the materials required. All such prices shall be written legibly. In case of discrepancy between the price written in ' words and the price written in numerals, the price most advantageous to the City shall govern. 4� If a proposal is submitted by an individual, his or her name must be signed by him (her) or his � (her) duly authorized agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given, and the proposal must be signed by a member of the firm, association, or partnership, or by a person duly authorized. If a proposal is � submitted by a company or corporation, the company or corporate name and business address ' must be given, and the proposal signed by an official or duly authorized agent. The corporate seal must be affixed. Power of Attorney authorizing agents or others to sign proposal must be � properly certified and must be in writing and submitted with the proposal. � C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. e Proposal tendered or delivered after the official time designated for receipt of proposal shall be «� returned to the Bidder unopened. u r"' C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a � 'Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part ' of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or ' other disposition is made thereof. The bid security of all other bidders may be returned promptly after the canvass of bids. t � 1 ' � � 1 C2-2 (3) C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders. "It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed mav, at the option of the Owner, be returned unopened. C2-29 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no fizrther consideration will be given to the proposal. C?-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and for which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the Owner reserves C2-2 (4) � the right to waive any and all irregularities and to make the award of the contract to the best � interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. �" C2-2.12 DISOUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reason: � a. Reasons for believing that collusion exists among bidders. b. Reasonable grounds for believing that any bidder is interested in more than one proposal ' for work contemplated. c. The bidder being interested in any litigation against the Owner or where the Owner may have a claim against or be engaged in litigation against the bidder. �" d. The bidder being in arrears on any existing contract or having defaulted on a previous � contract. e. The bidder having performed a prior contract in an unsatisfactory manner. � f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. , h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the following: � � 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. ' 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. � 3. An equipment schedule showing the equipment the bidder has available ' for use on the project. �, The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the W requirements stated herein, shall be set aside and not opened. � � � 1 1 C2-2 (5) ' � � � � PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDER.ATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. � The total obtained by taking the sum of the products of unit prices quoted and the estimated � quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. ' n 1 � � ' � ' ' � ' Until the award of the contract is made by the owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as may be considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and ar a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at owner's discretion for bidding on future Contracts with the owner for a period of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. The Contractor shall post the required notice to that effect on the project site, and, at his request, will be provided assistance by the City of Fort Worth's Equal Employment officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3 (1) C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withhold final action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee. The award of the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been e;cecuted and bond furnished or the Owner has otherwise disposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance bond shall guarantee the payment for all labor, materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. C3-3 (2) � � c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful � payment of all claimants as defined in Article 5160, Revised Civil Statutes of T'exas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective Apri127, 1959 and/or the latest version thereof, � supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall � remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract , Documents shall be furnished by the Contractor. No sureties will be accepted by the owner which are at the time in default or delinquent on � any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In ' order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company � shall not exceed the amount shown on the Treasury list for that company. Each bond shall be ' properly eYecuted by both the Contractor and Surety Company. •- Should any surety on the contract be determined unsatisfactory at any time by the owner, � notice will be given the Contractor to that effect and the Contractor shall immediately provide a new surety satisfactory to the Owner. No payment will be made under the contract until the ' new surety or sureties, as required, have qualified and have been accepted by the owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the owner. w C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract �" Documents. ' No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either Dthe Mayor or City Manager. 1 � � C3-3 (3) ' C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occurring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the owner the sub-contractors 0❑ certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract„ Workers' Compensation Insurance on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workers' Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maintain-during the life of this contract Contractor's � Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each � occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. , C3-3 (4) , ' � ' F� � � � � .-- � � � � � � � ' � c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage, the following insurance: 1. 2. 3. 4. 5. 6. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). Blasting, prior to any blasting being done. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed adiacent to same). Damage to underground utilities for $500,000. Builder's risk (where above-ground structures are involved). Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INNRY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above pazagraphs shall provide adequate protection for the Contractor and his sub- contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following special hazards which may be encountered in the performance of the Contract. C3-3 (5) �� ' f. PROOF OF CARRIAGE OF 1NSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work operations. g. LOCAL AGENT FOR INSUR.ANCE AND BONDING: The insurance and bonding cornpanies with whom the Contractor's insurance and performance, payment, maintenance and all such other bonds are written shall be represented by an agent or agents having an office located within the city limits of the City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom service of process may be had, and must have authority and power to act on behalf of the insurance and/or bonding company to negotiate and settle with the City of Fort Worth, or any other claimant, any claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas area. The name of the agent or agents shall be set forth on all of such bonds and certificates of insurance. C3-3.12 CONTRACTORS OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished to the Owner's representative within seven (7) days after the close of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates shall be the responsibility of the Contractor. C3-3 (6) � ' C3-3.14 CONTRACTORS CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with and enters into a contract with the City for construction of water � and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan azea. The Contractor shall charge, delegate, or � assign this office (or he may delegate his Project Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters pertaining to the work � governed by the Contract whether it be administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or any other matter associated such as maintaining adequate and � appropriate insurance or security coverage for the project. Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Contract are complete. 1 Should the Contractor's principal base of operations be other than in the Fort Worth-Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made ' in writing to the Engineer in advance of any work on the project, all appropriately signed and sealed, as applicable, by the Contractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project ' Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, whether it be � oriented in furthering the work, or other, be governed direct by local authority. This same requirement is imposed on insurance and surety coverage. Should the Contractor's local representative fail to perform to the satisfaction of Engineer, the Engineer, at his sole ' discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of working time will be for periods in which work stoppages are in effect � for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. � ' ' � � � , C3-3 (7) �iii ' A SECTION C4-4 SCOPE OF WORK PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK 1�i C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct � or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary � to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless ' otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and � completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and , satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed work which is not covered by these � Contract Documents, then "Special Provisions" covering all such work will be prepared by the _,; Owner previous to the time of receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda. All such "Special Provisions" shall be considered to be a part of �" the Contract Documents just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED OUANTITIES: The Owner reserves the right to alter ' the quantities of the work to be performed or to eYtend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as altered, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more ' than 25 percent of the contemplated quantity of such item or items. When such changes increase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract shall upon written request � to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration , to be determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as waiving or invalidating any conditions or provisions of the Contract Documents. � Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various � depth categories. ' a C4-4 (1) � C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, Owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as"Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved additions thereto; provided, however, that before any extra work is begun a"Change Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the following methods: a. L" c. Unit bid price previously approved. An agreed lump sum. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the owner, plus a fixed fee to be agreed upon but not to exceed 10% of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owned by him and used for the extra work. The fee shall be full and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shall keep accurate cost records on the form and in the method suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation, he shall make written request to the Engineer for written orders authorizing such Extra Work, prior to beginning such work. C4-4 (2) Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the Engineer insists upon its performance, the Contractor shall proceed with the work �'"' after making written request for written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). Claims for extra work will not be epaid unless the Contractor shall file his claim with the Owner within five (5) days before the time for making the first estimate after such work is done and unless the claim is supported by ' satisfactory vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. ' The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual installation. � � ' � � ' The compensation agreed upon for'extra work' whether or not initiated by a'change order' shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or extra work. C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the owner and receive the owner's approval thereof, a"Schedule of Operations," showing by a straight line method the date of commencing and finishing each of the major elements of the contract. There shall be also shown the estimated monthly cost of work for which estimates are to be expected. There shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the percentage of completion plotted vertically. The progress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall be furnished to the owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES:, Within � ten (10) days Prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the owner for approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the �"' same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress � at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by � the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed ��; by the owner. '^ As a minimum, the construction schedule shall incorporate all work elements and activities �r indicated in the proposal and in the technical specifications. , � C4-4 (3) ' . � Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft schedule with the Engineer to ensure the Contractor's understanding of the contract requirements. The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates shall be developed to conform to time constraints, sequencing requirements and completion time. ' 1 ' b. The construction process shall be divided into activities with time durations of ' approximately fourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. � Durations shall be in calendar days and normal holidays and weather conditions over the duration of the contract shall be accounted for within the duration of each activity. ' � One critical path shall be shown on the construction schedule. ' e. Float time is defined as the amount of time between the earliest start date and the latest ' start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Contractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, construction and preacceptance activities and events in their logical sequence for equipment and materials. Preparation and transmittal of submittals. 2. 3. 4. 5. Submittal review periods. Shop fabrication and delivery. Erection or installation. Transmittal of manufacturer's operation and maintenance instructions. � . , i�� 4 � 6. Installed equipment and materials testing. 7. Owner's operator instruction (if applicable). � _ 8. Final inspection. 9. Operational testing. 10. Final inspection. If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified. C4-4 ( 5) PART C - GENERAL CONDITIONS CS-5 CONTROL OF WORK AND MATERIALS � i SECTION CS-5 CONTROL OF WORK AND MATERIALS 1 CS-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions � which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between � Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of ' construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract .. documents. He shall determine the amount and quality of the work completed and materials furnished, and ' his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the � Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the � Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. � ' CS-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with _, lines, grades, cross-sections, finish, and dimensions shown on the plans or any other � requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be ' determined by the Engineer and authorized by the owner by Change order. , 1 ' � CS-5 (1) ' CS-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dimension shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have quoted the most expensive resolution of the conflict. CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be fi.�rnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from the owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of the week on which the Engineer determines that circumstances require the presence on the project site of a representative of the Contractor to adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of property contiguous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanship and materials entering into the work. CS-5 (2) � CS-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the � Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch � to a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. � Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project � specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the � Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for � such remedial action, plus 25%, from any funds due the Contractor on the project. CS-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate � field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed, well heated, air conditioned, lighted, � and weather-proof, so that documents will not be damaged by the elements. L"� � CS-5.7 CONSTRUCTION STAKES: The City, through its Engineer, will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. ' CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials � to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the ' � �J CS-5 (3) � Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or equipment to suspend work until the question at issue can be referred to and be decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents. He will in no case act as superintendent or foreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy. CS-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract-Documents. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should be work so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. CS-5.10 REMOVAL OF DEFECTNE AND LJNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on tlie plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's eYpense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will CS-5 (4) �� have the authority to cause defective work to be remedied or removed and replaced and � unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due to the Contractor. Failure to require the removal of any defective or � unauthorized work shall not constitute acceptance of such works. — CS-5.11 SUBSTITLITE MATERIALS OR EOUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material � or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conference, make written application to ENGINEER for � approval of such substitute certifying in writing that the proposed substitute will perform adequately the functions called for by the general design, be similar and of equal substance to that specified and be suited to the same use and capable of performing the same function as that � specified; and identifying all variations of the proposed substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written approval of Engineer who will be the judge of the equality and may require Contractor � to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold 1 harmless owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of �,,, the use of substituted materials or equipment. CS-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion, or as the Contract � Documents, tests of materials or equipment are necessary, such tests will be made at the expense �, of and paid for direct to the testing agency by the owner unless otherwise specifically provided. The failure of the owner to make any tests of materials shall in no way relieve the Contractor ' of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing � Materials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use the materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish adequate �" samples without charge to the Owner. � In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contractor ' shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. ' Should the source of supply change, new tests shall be made prior to the use of the new materials. � 1 CS-5 (5 ) � CS-5.13 STnRA.(�F, OF MATERIALS: All materials which are to be used in the construction operation shall be stored so as to insure the preservation of the quality and fitness of the work. When directed by the Engineer, they shall be placed on wooden platforms or other hazd, clean durable surfaces and not on the ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include notification of all utility companies at least, forty eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as subsidiary work. CS-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosecution of work where the interruption of service is necessary„ the Contractor, at least 24 hours in advance, shall be required to: l. 2. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. Notify each customer personally through responsible personnel as to time and schedule of the interruption of their service, or CS-5 (6) �� 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type shall say: ' L_J � "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be interrupted on between the hours of and This inconvenience will be as short as possible. Thank you, � � Contractor � . Address r Q � Phone Emer�encv: In the event that an unforeseen service interruption occurs, notice shall be as above, but immediate. CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contractor, any other Contractor or any sub-contractor shall suffer loss or damage �i on the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim � against the Owner on account of any damage alleged to have been sustained, the owner will notify the Contractor, who shall indemnify and save hannless the Owner against any such claim. A � � 1 � i� 1 CS-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to the satisfaction of the Engineer. Twenty-four hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25% of such costs, shall be deducted from monies due or to become due to the Contractor. CS-5 (7) � Upon the completion of the project as a whole as covered by these Contract Documents, and before final � acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and wast� materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra ' compensation will be made to the Contractor for any clean-up required on the project. CS-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract ! Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the owner and request that the Final inspection be made. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and materials and equipmentr are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor' between said date of notification of the Engineer and the date of final inspection of the work. 1 1 ' 1 1 ' ' LJ 1 CS-5 (8) t � � � � � ' � � � PART C - GENER.AL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall indemnify and save hannless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay � all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. � C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: If the Contractor is required � or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such � patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy � rights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process„ or any trade-mark or copy right in connection with � the work agreed to be performed under these Contract Documents, and shall indemnify the owner ; for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the owner will assume the responsibility to defend any and all suits brought for the w infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the � Owner, and to hold the Contractor harmless on account of such suits. ' � ' ' �- � � Q. � _. C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor and their use shall be strictly enforced by the City shall be strictly complied with. Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so placed and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to its attention, after twenty-four hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. C6-6 (2) � � The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and, when so directed by the Engineer, � shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed � streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as well as the structures of such crossings. '"'° The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the owner in settlement of such �' claims. The Contractor shall file with the Engineer a written statement showing all such claims �,, adj usted. — C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: R„ For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools, materials, and equipment �,r; for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stacked in � such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be carried on in such manner as not to interfere with � the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may, for all purposes required by the contract, enter upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided �"+ by him at his own cost and expense. , , r � ' C6-6 (3) ' C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way on any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Contractor shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, sha11 provide such watchmen, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and pracedures shall be consistent with the provisions set forth in the 111980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways' issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works department, Signs and Markings Division to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall again contact the Signs and Markings Division to re- install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. C6-6 (4) � � The Contractor will be held responsible for all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and � replaced by the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not � cease until the project shall have been completed and accepted by the owner. No compensation, except as specifically provided in these Contract Documents, will be paid to ' the Contractor for the work and materials involved in the constructing, providing, and �„ maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and disposal of such banicades, signs, or for any other incidentals necessary � for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. � C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop weighs, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper � representative of any public service corporation, any company, individual, or utility, and the I owner, not less than twenty-four hours in advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. � Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he � has insurance coverage to protect against any damages and/or injuries arising out of such use of explosives. � All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give � notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the �„ complaint has been addressed. — Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all �, storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. I'l ' C6-6 (5) 1 C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such additional rights- of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners or occupants of public or private lands or interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act, omission, neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own cost and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the owner, or he shall make good such damages or injury in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, before the fence is cut. C6-6 (6) � � Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement � shall be subsidiary to the various items bid in the project proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardous condition results, proceed to repair, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by the parties hereto that �'*' Contractor shall perform all work and services hereunder as an independent contractor, and not � as an officer, agent, servant or employee of the Owner. Contractor shall have exclusive control of and the exclusive right to control the details of all the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of � itOs officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. The doctrine of respondeat superior shall not apply as between Owner and Contractor, its [ officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between owner and Contractor. � � � � , � � � C6-6.12 CONTRACTORS RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of owner, it�s officers, agents, servants and employees for property damage or loss, and/or personal injuries, including death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents employees, contractors, subcontractors, licensees and invitees, whether or not caused, in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees of the Owner. C6-6 (7) L� Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless owner from and against any and all injuries, loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses, or invitees of the Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi- final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. 2. The claim has been settled and a release has been obtained from the claimant involved, or Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. C6-6 (8) � � The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. � C6-6.13 CONTR.ACTORS CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the owner, he � shall within three days after the actual sustaining of such alleged damage, make a written ' statement to the Engineer, setting out in detail the nature of the alleged damage, and on or .. before the 25th day of the month succeeding that in which any such damage is claimed to � have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall give the Engineer access � to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be � waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADNSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is ' necessary to change, move, or alter in any manner the property of a public utility or others, � the said property shall not be moved or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the ' geographical limits of the Contract for the purpose of making such changes or repairs to their property that may be necessary by the performance of this contract. ""' C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer " lines have to be taken up or removed, the Contractor shall, at his own expense and cost, ., provide and maintain temporary outlets and connections for all private or public drains and w sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at � his own cost and expense, adequate pumping facilities and temporary outlets or diversions. i i � � 1 ' The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drainage and sewage received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6 (9) C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own expense. C6-6.18 CONTRACTORS RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the owner by payment of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to conect any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents C6-6 (10) r � C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions � of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. k+ C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of � the Texas Limited Sales, Excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this � contract by issuing to his supplier an exemption certificate in lieu of the ta�c, said exemption certifcate to comply with State Comptroller's Ruling .007. Any such exemption certificate ' issued by the Contractor in lieu of the t� shall be subject to and shall comply with the provisions of State Comptroller's Ruling .O1 l, and any other applicable State Comptroller � rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. , On a contract awarded by a developer for the construction of a publicly-owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant to the provisions IA� of Article 20.04 (H) of the TeYas limited Sales, Excise, and Use Tax Act, the Contractor can , probably be exempted in the same manner stated above. Limited Sale, Excise and Use T� permits and information can be obtained from: D Comptroller of Public Accounts Sale Tax Division � Capitol Station Austin, TX � � ' , C6-6 (11) � � � i � � � C� � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his immediate superintendence, work of a value of not less than fifly (50%) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times when the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF CONTR.ACT: The Contractor shall not assign, transfer, sublet, � convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. � � � !"� w � , � ' ' If the Contractor does, without such previous consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or. corporation, or does by bankruptcy voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to begiruiing any construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. C7-7 (1) The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from such sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Coniractor from the full responsibility of the complete performance of the Contract. The contract time may-be changed only as set forth in Section C7-7.8 "Extension of Time of Completion" of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for the proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EOUIPMENT: Local labor shall be used by the Contractor as available. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is eachausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out the directions of the owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. C7-7 (2) l-'J � 6r The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and e�cient working condition. Equipment on any portion of the work shall be such that no injury to the work, workmen or adjacent property will result from its use. � C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defned in C1-1.23 "WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. � � LJ � ' � � Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or Legal Holidays, providing that the following requirements are met: a. A request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later than the proceeding Thursday. b. Any work to be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. Calendaz Days shall be defined in C1-1.24 and the Gontractor may work as he so desires. C7-�.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor shall commence the work specified in the Contract (within the time set forth in the Work Order). Failure to do ' so shall be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit. � � f�! w �� The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval . C7-7 (3) � In adjusting the contract time for completion of work, consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restrictions, strikes, freight embargoes, or delays of sub-contractors due to such causes. When the date of completion is based on a calendar day bid, a request for extension of time because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Contractor's purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure delivery on schedule. This shall include efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change order. C7-7.9 DELAYS: 'I'he Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and refened by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the City in the Proposal section of the contract documents The number of days sindicated shall be realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time C7-7 (4) V � specified in the Contract, Documents, or the increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the � Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as y liquidated damages suffered by the owner. AMOUNT OF CONTRACT �r Less than � $5,001 to $15,001 to $25,001 to � $50,001 to $100,001 to $500,001 to $1,000,001 to $2,000,001 and over � $5,000 $ l 5,000 $25,000 $50,000 $100,000 $500,000 $1,000,000 $2,000,000 inclusive inclusive inclusive inclusive inclusive inclusive inclusive inclusive $35.00 $45.00 $63.00 $105.00 $154.00 $210.00 $315.00 $420.00 $6�0.00 � The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time specified by the Contract Documents would be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated � Damages Per Day", as set out above, is a reasonable forecast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSIOI�i BY COURT ORDER: The Contractor shall suspend operations on such �,,, part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue of such court order. Neither will he be liable to the City in the event � the work is suspended by a Court Order. Neither will the Owner be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. 1 C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the � Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for �,,, any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction crews. �-r If it should become necessary to suspend work for an indefinite period, the Contractor shall � store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or 1 deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. � C7-7 (5) Y� � Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment ofFthe job and returning the necessary equipment to the job when it is determined by the Engineer that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if the equipment is moved to another construction project for the City of Fort Worth. The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution of the work with reasonable continuity for a period of two months, the Contractor shall within seven days notify the City in writing, giving a detailed statement of the efforts which have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort assist the Contractor in procuring and making available the necessary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminate the contract and the Owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and final payment shall be made in accordance with the terms of the agreed settlement, which shall include, but not be limited to, the payment for all work executed but no anticipated profits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended immediately on written order of the Engineer or the Contract may be declared cancelled by the City Council for any good and sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or cancellation: a. Failure of the Contractor to commence work operations within the time specified in the work Order issued by the Owner. C7-7 (6) � b. Substantial evidence that progress of the the work operations by Contractor is �I! insufficient to complete the work within the specified time. � c. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. e. Substantial evidence that the Contractor has become insolvent or ba,nkrupt, or otherwise financially unable to carry on the work satisfactorily. � f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or owner provided for � in these Contract Documents. � g. Failure of the Contractor promptly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in ' writing by the Engineer or the Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or � perpetrating fraud on the City in the construction of work under contract. i. A substantial indication that the Contractor has made an unauthorized assignment of the � contract or any funds due therefrom for the benefit of any creditor or for any other purpose. � j. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. � k. If the Contractor commences legal action against the Owner. � A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such part thereof as the Owner shall designate, � whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written consent of the Owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after � the written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the Contractor's e place in all respects, and shall be paid by the owner for all work performed by them in accordance with the terms of the Contract Documents. All monies remaining due the � Contractor at the time of this default shall thereupon become due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. u 1 C7-7 (7) �� In case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract responsibilities, or that portion thereof which the Owner has ordered by the Contractor to discontinue, then the Owner shall have the power to complete, by contract or otherwise, as it may determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to procure other tools, equipment, materials, labor and property for the completion of the work, and to charge to the account of the Contractor of said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. The expense so charged shall be deducted by the owner from such monies as may be due or may become due at any time thereafter to the Contractor under and by virtue of the Contract or any part thereof. The owner shall not be required to obtain the lowest bid for the work completing the contract, but the expense to be deducted shall be the actual cost of the owner of such work. In case such expenses shall exceed the amount which would have been payable under the Contract if the same had been completed by the Contractor, then the Contractor and his Sureties shall pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work is being carried on by the Owner by contract or otherwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the terms of the Contract Documents and in such a manner as to not hinder or interfere with performance of the work by the owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have been f inished and completed, the final inspection made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Mail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. C7-7 (8) � � B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract on the date and to the extent specified in the notice of termination; � � i � 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3 4. terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination; transfer title to the owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: a. the fabricated or unfabricated parts, work in process, completed work, supplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of termination; and ' � 5. � b. the completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the Owner. complete performance of such part of the work as shall not have been terminated by the notice of termination; and ' 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. � At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and guality, of any or all items of termination inventory not previously disposed of, � exclusive of items the disposition of which has been directed or authorized by the Engineer. Not later than 15 days thereafter, the owner shall accept title to such items � provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the date of � submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. � L ' C7-7 (9) � � C. TERMINATION CLAIM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60- day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. AMOiJNTS: Subject to the provisions of Item C7-7.16(C), the Contractar and Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as further reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due for lost or anticipated profits. Nothing in C7-7.16(E) hereafter, prescribing the amount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7. 16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this section the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and (c) the agreed price for, or the proceeds of sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJLISTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file with the Engineer a request in writing for an equitable adjustment of the price or prices specified in the contract relating to the continued portion of the contract (the portion not terminated by the notice of termination), such equitable adjustment as may be agreed upon shall be made C7-7 (10) � in such price or prices; nothing contained herein, however, shall limit the right of the � Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said � contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter the rights which the Owner may have for termination of this contract under C7-7.14 � hereof entitled "Suspension of Abandonment of the work and Amendment of Contract" or any other right which Owner may have for default or breach of contract by � Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be responsible for � initiating, maintaining, and supervising a11 safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so i"' as to protect person and property from injury, including death, or damage in connection with , the work. ' CJ ' ' � � � � , ' C7-7 (11) � .� ' , PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT, , C8-8.1 MEASUREMENT OF OUANTITIES: The determination of quantities of work performed by the contractor and authorized by the Contract Documents acceptably completed under the terms of the Contract shall be made by the Engineer, based on measurements made � by the Engineer. These measurements will be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, solid contents, � � i � � � � , � � � , 1 numbers, and weights of the materials and items installed. C8-8.2 LTI�TIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead expense, bond, insurance, patent fees, royalties, risk due to elements and other causes, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and shall subsidiary work necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractar shall receive and accept the compensation, as herein provided, in full payment for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the work or fro the action of the elements, for any unforseen defects or obstructions which may arise or be encountered during the prosecution of the work at any time before its final acceptance by the Owner, (except as provided in paragraph CS-5.14) for all risks of whatever description connected with the prosection of the work, for all expense incurred by or in consequence of suspension or discontinuance of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completing the work in an acceptable manner according to the terms of the Contract Documents. C8-8 (1) The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense an defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and it appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage shall have been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. The Owner shall be the sole judge of such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATE AND RETAINAGE: Between the lst and Sth day of each month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, ar estimate period under the Contract Documents. Not later than the lOth day of the month the Engineer shall verify such estimate , and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars ($100.00) in amount, 90% of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 95% of such estimate sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty- five (25) days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the time of the estimate have not been installed. (Such payment will be allowed on a basis of 85% of the net invoice value thereof.) The Contractor shall furnish the Engineer such information as he may request aid him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate, and such estimate shall not, in any respect, be taken as an admission of the Owner of the amount of work done or of the quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the contracts. C8-8 (2) C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Document shall �' have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall notify the , appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable, condition, and has been completed in accordance � with the terms of the Contract Documents and all approved modifications thereof, the Engineer ' will initiate the processing of the final estimate and recommend final acceptance of the project and final payment therefor as outlined in C8-8.8 below. i,,; C8-8.8 FINAL PAYMENT: Whenever all improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all � requirements of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as necessary measurements, computations, a.nd checks can be made. � All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. � The amount of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor ' within 60 days after final acceptance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: ' Prior to submission of the final estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale � established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or damages. ' The acceptance by the Contractor of the last or final payment is aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or fiunished or relating to the work under Contract Documents or furnished or relating to the work � under Contract Documents or any act or neglect of said City relating to or connected with the Contract. ' The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue � thereafter. C8-8.9 ADEOUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Document and all modifications of � the approved Contract Documents. It is, therefore, agreed that the owner shall be responsible for the adequacy of its own design features, sufficiency of the Contract Documents, the safety � ' C8-8 (3) ' of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications, thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirernents of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. C8-8.10 GENERAL GUARANTY: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and pay for any damage to other work resulting therefrom which shall appear within a period of one full year from the date of final acceptance of the work unless a longer period is specified and shall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outline. The Owner will give notice of observed defects with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, rock excavation and cleanup are general items of work which fall in the category of subsidiary work. C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth (1/10) unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion of the work. C8-8 (4) F_� �, R� PART D - SPECIAL CONDITIONS 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, equipment and protection. E. MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation � on areas designated by the Engineer. F. Tree Pruning shall be considered subsidiary to the project contract price. � � � D-85 TREE REMOVAL: Trees to be removed shall be removed using applicable methods, including stump and root ball �' removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contractor shall immediately repair or replace any damage to � utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and � no additional payment will be allowed. � � ' ' 1 , t i � � �zs�sa SC-55 ' O 0 � a 0 0 D Q � � D D D 0� � �� Q � �.. u � � SECTION C-1 SUPPLEMENTARY COleTDITIONS TO SECTION C D � A. D D B. � !.! � � SECTION Cl: SUPPLEMENTARY CONDTIONS TO SECTION C General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. Paragraph C3-3.2 should be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBV� and/or a Women Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and /.o'r examination of any books, records or files in its possession that will substantiate the actual wor performed by an MBE and / or WBE. The misrepresentation of facts (other than negligent misrepresentation) or the commission of fraud by the Contractor will be grounds for termination of the contract and / or initiating action under appropriate federal, state or local laws or under appropriate � federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and / or commission of fraud will �result in the Contractor being determined to be irresponsible and barred from � participating in City work for a time of not less than three (3) years. � C. Part C- General Conditions: C3-3.7 Bonds, the paragraph after subparagraph d. Change the paragraph to read as follows: '� "No sureties will be accepted by the Owner which are at the time in default or �J delinquent in any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the J � � � � � � surety to be acceptable to the Owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U. S. Treasury List of Acceptalbe Sureties {Circular 870}, or (2) the surety must have capital and surplus equal to ten (10) times the amount for the bond. The surety must be licensed to business in the State of Texas. 'The amount of the �bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or sted to do business in Texas". �l, � D D. � � � D � � � . D � �J � Section C8-$.5 should deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be processed by the City on the l Oth day and 25th day respectfully. Estimates will be paid within 25 days following the end of the estimated period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment sha11 be based upon 85% of net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the Engineer such information as rnay be reasonably requested to aid in the verif cation or. the preparation of the pay estimate. For contracts less than $400,000 at the time of execution, retainage shall be ten percent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by the City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the pay estimates will be approximate only, and aIl D partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay Owner of the amount of work done or of its quality or ! sufficiency or as an acceptance of the work done; nor shall same release the ' Contractor of any of its responsibilities under the Contract Documents. �.J . . � E. � F. "J �� J � � The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in the strict accordance with the specifications or other provisions or other provisions of this contract. Part C- General Conditions: Paragraph C3-3.11: Delete subparagraph a. Part C- General Conditions: Paragraph C3-3.11: Delete subparagraph g �2) � � � �� J �� J � � J � � � � � �� PART D SPECIAL CONDITIONS � ' D J � � D � � � ,l ■➢ � � J J � ■1 � PART D - SPECIAL CONDITIONS D-1 AWARD OF CONTRACT ..............................................................................................SC-3 D-2. SUBMISSION OF CONTRACT DOCUMENTS ..............................................................SC-3 D-3 GENERAL .....................................................................................................................SC-4 D-4 TAX EXEMPTIONS ......................................................................................................S.G5 D-5 PROJECT DESIGNATION ............................................................................................SC-6 D-6 EQUAL EMPLOYMENT PROVISIONS .........................................................................�C-6 D-7 PRE-CONSTRUCTION CONFERENCE .......................................................................�SC-6 D-8 COORDINATION MEETINGS .......................................................................................SG-6 D-9 PROJECT ABANDONMENT ...............................................:..........................................SC-6 D-10 BREAKDOWN OF BID PROPOSAL ..............................................................�................S.C-6 D-11 INDEMNIFICATION ........................................................................:.............................S.C-6 D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW .................SC-6 D-1�3 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/1/VBE)COMPLIANCE ..SC-9 ��1�, F O�A^� �� ` � � � .. � � . � t4 +�m .� � S� P". L "�x a � w... �z,,. �'�w � �',+ �:n'.:" �,, �., �+ '� n r . r`� h '� ,�kf >„� �s.as,'�.,. . ` ��a � � W� � � '�`.' �' r'�.�:' �° .: g x � � o � � �'. � ��3� � �a D-15 �SUBSIDI`ARY WORK ............. ...... �............. � ...... t..�..........�..�..�..�. � �. .... .�..........�.. .�.. . �� .... . SC-1�1 D-16 WAGE RATES ............................................................................................................S�-11 D-17 EASEMENTS AND� PERMITS ....................................................::...............................SC-12 D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ...............................SC-13 D-19 DAMAGE TO PRlVATE PROPERTY ..........................................................................SC-13 D-20 SHOP DRAWINGS .......................... S.C-13 D-21 CROSSING OF EXISTING UTILITIES ........................................................................SC-13 D-22 EXISTING UTILITIES AND IMPROVEMENTS ............................................................SC-13 D-23 CONSTRUCTION TRAFFIC OVER PIPELINES .........................................................SC-14 D-24 TRAFFIC CONTROL ...............................�..................................................................S�C-14 D-25 PAYMENT .....................................................................:.............................................SC-15 D-26 DELAYS ......................................................................................................................SC-15 D-27 DETOURS ...................................................................................................................SC-15 � D-28 BARRICADES AND WARNING SIGNS ......................................................................�C-16 D-29 EXAMINATION OF SITE ....................:........................................................................SC-16 D-30 ZONING COMPLIANCE ..............................................................................................SC-16 D=31 WATER FOR CONSTRUCTION .................................................................................SC-16 D-32 WASTE MATERIAL ................................:...................................................................S�C-16 D-33 CLEANUP FOR FINAL ACCEPTANCE..1 ...................................................................�C-16 D-34 PROPERTY ACCESS � ...................................SC-16 ............................ ................................ D-35 CONSTRUCTION SCHEDULE AND SE�UENCING OF WORK ................................SC-16 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ...........................SC-16 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMi4GE CLAIMS ...................................SC-17 D-38 SANITARY FACILITIES FOR WORKERS ...................................................................SC-18 D-39 LEGAL RELATIONS AND RESPONSIBI�.ITIES TO THE PUBLIC ..............................SC-18 D-40 RIGHT TO AUDIT.....� ..............................�....................................................................SC-18 D-41 INCREASE OR DECREASE IN QUANTITIES .............................................................SC-19 D-42 CUTrING OF CONCRETE ..........................................................................................SC-20 , D-43 PROJECT DESIGNATION SIGN ..................................... � ...............,.........................SC-20 D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEM�NT .....................................SC-20 D-45 MISCELLANEOUS PLACEMENT OF MATERIAL� .......................................................SC-20 D-46 TYPE ,�C„ BACKFILL ........................................................! �C-20 D-47 CRUSHED LIMESTONE BACKFILL ................................�..........................................�C-21 D-48 2:27 CONCRETE ........................................................................................................SC-21 D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION ..........................................SC-21 ��i�a SC-1 � PART D - SPECIAL CONDITIONS D-50 D=51 D-52 D-53 D-54 D-55 D-56 D-57 D-58 b-59 D-60 D-61 D-62 D-63 D-64 ' D-65 D-66 D-67 D-6$ D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 80.1 80.2 80.3 80.4 80.5 80.6 80.7 80.8 80.9 80.10 80.11 4 80.12 80.13 D-81 D-82 D-83 D-84 D-85 PAVEMENT REPAIR (E2-19) .......................................................,..............................SC-22 TRENCH SAFETY SYSTEM ,FOR WATER DEPARTMENT PROJECTS ONLY...SG23 SANITARY SEWER MANHOLES ............................................:............................��-24 SANITARY SEWER SERVICES .:.........................................................................S.C-27 NOTUSED .............................................................................................................S�-27 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES...........SC-29 DETECTABLE WARNING TAPES ...........................................,............................SC-31 PIPECLEANING ...............................:...................................................................S.C-31 BARRICADES, WARNINGS AND FLAGMEN .......................................................SC-31 DISPOSAL OF SPOIL/FILL MATERIAL .................................................................SC-31 MECHANICS AND MATERIALMEN'S LIEN ..........................................................SC-32 SUBSTITUTIONS................................................................................................. SC-32 PRECONSTRUC'iION TELEVISION INSPECTION/SANITARY SEWER LINES..SC-32 VACUUM TESTING OF SANITARY SEWER NFANHOLES ...................................SC-35 . . , h . .............,............;:.......... . BYPASS PUMFING .........................................:......... ......SC-36� POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS..SC-37 SAMPLES AND QUALITY CONTROL TESTING ..................................................SC-38 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL...SC-39 INGRESS AND EGRESS/ ACCESS TO DRIVES .................................................SC-40 I'ROTECTION OF TREES, PLANTS AND SOIL ...................................................SC-40 SITERESTORATION ............................................................................................SC-40 STANDARD PRODUCT LIST ................................................................................SC-40 STATE REVOLVING FUND (SRF) REQUI�tEIi/IENTS ...........................................SC-41 TOPSOIL, SODDIN� AND SEEDING ...................................................................SC-41 CONFINED SPACE ENTRY PROGRAM ...............................................................SC-46 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION ....................SC-47 EXCAVATION NEAR TREES ................................................................................SC-47 CONCRETE ENCASEMENT OF SEWER PIPE ...................................................SC-48 CLAYDAM ............................................................................................................SC-48 EXPLORATORY E�CCAVATI"ON�(D-HOLE) .:......................._...............,...............:.SC-48 INSTALLATION OF WATER FACILITIES ..............................................................SC-48 POLYVINYL (CHLORIDE PVC) WATER PIPE ......................................................SC-48 . BLOCKING............................................................................................................S�-48 TYPE OF CASING PIPE ........................................................................................SC-49 TIE-I NS ..................................................................................................................SC-49 CONNECTION OF EXISTING MAINS ...........................................:.......................SC-49 VALVE CUT-INS ...................................................................................................�C-50 WATER SERVICES ...............................................................................................SC-50 2-INCH TEMPORARY SERVICE LINE ..................................................................SC-52 ADJUST MANHOLES AND VAULTS (UTILITY CUT) ............................................SC-52 ADJUST WATER VALVE BOXES ...................................................................:.....�C-53 PURGING AND STERILIZATION OF WATER LINES ............................................SC-53 WORK NEAR PRESSURE PLANE BOUNDARIES ...............................................SC-53 WATER SAM�PLE STATION ..................................................................................SC-53 SPRINKLING FOR DUST CONTROL ............:......................,................................SC-54 DE�WATERI NG ...................................................................................................... S.C-54 TRENCH EXCAVATION FOR DEEP TRENCHES ................................................SC-54 TREEPRUNING ...................................................................................................�C-55 TREEREMOVAL ............................�............:........................................................SG56 12/9/98 ' y SC-2 �� PART'D - SPECIAL "C�ONDITIONS FOR: REHABILITATION OF FORT WORTH, TEXAS DOE PROJECT NO. SEWER PROJECT NO. D-1 AWARD OF CONTRACT: The City reserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. � The following shall apply for contract documents with multiple units of work. Each unit represerits a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on, one unit, some of � the units, or all of tHe units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of �ontract docurnents consisting of' all applicable units will be created and� one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each � unit. Bidders shall submit individual and separate monthly M/WBE reports for each Unit included in the Contract. � � sl � � ■J � � � ■1 � Construction time on all units will run concurrently. For situati.ons involving approved contracts with multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest construction time period. D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the cqntract documents to the Department of Engineering within ten (10) working days after notification by the City. A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. The contractor(s) shall be required to start construction on the project no later than ten (10) calendar working days after the pre-construction meeting date. The City shall begin to charge time on the project to the contractor eleven days after the pre-construction meeting date. P�r City ordinance 11923, the contractor(s) shall submit the, letters of intent or a copy• of the agreements with the approved M/WBE subcontractor(s) at or before the pre-construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. I Additional submittals at time of pre-construction meeting shall include (but not limited to): , Contractors Work Plan and Schedule Disposal Site for Waste Material Information Sub-Contractor ldentification i�s�� SC-3 � PART D - SPECIAL CONDITIONS Trench Safety Design (if required) , Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to be determined by the completion time�period stipulated in the proposal section. The pre-construction conference is intended as a forum between the contractor and the appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails to submit any of the required documents, the contractor will not be allowed to begin work and time on the proje�t will start to accumulate. D-3� G�NERAL: �,. The order or precedence in case of conflicts or Contract Documents subject to the ruling of the follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project and shall govern over any conflicts with the C�eneral Contract Documents under the provisions.stated above. The Contractor shall be �responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by the City Council of the City of Fort Worth �nd will be required to repla�e at his expense any part or all of this project which becomes defective due to these causes. The City reserves Fthe right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction� work authorized by the City. Contract, if awarded, shall be as described in "Award of ContracY' above. Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and� G�neral Specifications, with latest revi"sions, are made a part of the General Contract Documents for �this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. • Any Contractor performing any work on Fort Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to perform � such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. l" ■ �l � � � � discrepancies between various parts of the Engineer shall generally, but °not necessarily, Q �� ri��s SC-4 � �� PART D - SPECIAL CONDITIONS This contract and project, where applicabie, may also be governed by the two following published specifications, except as modified by these Special Provisions: STANDARD SPECIFICATIONS �OR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH 2. STANDARD SPECIFICATIONS FOR PUBLIC V1%ORKS CONSTRUCTION - NORTH CENTRAL TEXAS D A copy of either of these specifications may be purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the � pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of the Fort Worth document rather than •Division 1 of the North Central Texas docum.ent. � J � � � � !J � � � J � Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. INTERPRETATION AND PREPARATION OF PROPOSAL: A. DELIVERY OF PROPZOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his rep�esentative at the o�cial location and stated time set forth in the "Notice to Bidders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the name or description of the project as designated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. B. WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing Managercannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be.made in writing,� addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non- consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed �, at the option of the Owner be retumed unopened. C. TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. � �2%9/JS � SC-5 PART D - SPECIAL CONDITIONS D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and mater.ials not consumed by or incorporated into the project construction, are subject to St�te sates tax under House Bill 11, enacted August 15, 1991. All such taxes shall �be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be perFormed under the Project Designation: Project No. PS46-07046410260 D-6 EQUAL EMPLOYMENT PROVISIONS: Contra�tor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13-A- 21, through 12-A-29) prohibiting discr,imination in employment practices. The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal Emplo�ment O�cer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from.the Equal Employment Officer. D-7 PRE-CONSTRUCTION CONFERENCE: Before the project work order is issued, a pre- construction conference shall be held with representatives of the following agencies present: City Engineering Department, City Water Department, City Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and" the successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. D-8 COORDINATION MEETINGS: For coordination purposes, weekly meetings at the job site may be required to maintain the project on the desired schedule. The Contractor shall be present at all meetings. D-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. D-10 BREAKDOWN OF BID PROP03AL: When requested by the Engineer,. the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of a recommendation to the City.for award of contract. D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and harmless the City, Owner and Engineer from all costs or damages arising out of any �real or asserted claim or cause of action against it of any kind or character and in addition from any and all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real or asserted, claimed against it that may be occasioned by any act, omission, neglect or misconduct of the said Contractor, his agents, servants and employees. The Contractor further agrees to comply ,with all applicable laws, regulations, ordinances, building and construction codes of the City of ,Fort Worth and State of Texas and with any regulations for the protection of workers which may;be promulgated by the Government and shall protect such work with all necessary ��sa SC-6 � �i�� '� � ■1 PART D - SPECIAL CONDITIONS lights, barriers, safeguards and warnings as are provided for in said specifications and in the ordinances of said City. ' D-12 CONTRACTOR COMPLIANCE WITH WORKE�R'S COMPENSATION LAW: A: Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a�ertificate of authority to self-insure issued by the commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. � 2. Duration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the, project has been completed and accepted by � the governmental entity. ' D �I J 1 D � � � � � � 3. Persons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, �egardless of whetFier that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor' carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated t� the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. B. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. C. The Contractor must4provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the contractor's current certificate of cove�age ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: 1 � 2. � ,��is8 ,.aa�., .,..:.. � A certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and , No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. SC-7 PART D - SPECIAL CONDITIONS F. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. . G. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known„ of any change that materially affects the provision of coverage of any person providing services on the project. H. The contractor shall post on each project site a notice, in the text, form and manner prescribed by •the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I_ •The contractor sfiall cqntractually require each person wifh whom if. contracts 'to provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration"of the ,project; 2. Provide to the Contractor, p�ior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employe�s of the person providing services on the project, for the duration of the project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. ' 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter. � 7. i � .�:�;� Notify the governm�ntal entity in writing by certified mail or personal delivery, within ten (10) days after the person knew or should �have known, of any change that materially affects the provision of coverage of any person providing services on the project; and Contractually require each person with whom it contracts, to perForm as required by paragraphs (1)-(7), with the certificates of coverage to be provided ts� the person for whom they are providing services. SC-8 � � � � J ■J � � � �] � � � PART D - SPECIAL CONDITIONS 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage �agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the governmental entity to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the governmental entity. J. The contractor shall post a notice on each project site inforrriing all persons providing services' on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Comr�'7ission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall.be the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this site or providing services related to this construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee." Call the Texas Worker's Compensation Commission at (512)440-3789 to receive information on the legal requirement for coverage, to verify whether your employer � has provided the required coverage, or to report an employer's failure to provide coverage". D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In D a�cordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these specifications by reference. A copy of the Ordinance may D be obtained from the Office of the City Secretary. Failure to comply with the ordinance shall be a material breach of contract. D The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. DUpon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and � t��1� SC-9 ,J PART D - SPECIAL CONDITIONS payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (other'than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state, or local laws or ordinances relating to false statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three'years. � The City will consider the contractor's performance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed:,letters of intent with approved �M/WBE subcontractors prior to issuance of �the �Notice to` Proceed. Contractor shall� also provide� monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of Yhe total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of. the work to be performed. All M/WBE contractors used in meeting the goals must be certi�ed prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Highway Division and must be located in the nine (9)� county marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE shall be given an opportunity to perform the work. Whenever a change order exceeds� 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change�order. During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with� modifications to goals as determined by the City, and , 3. Submit a` REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any°of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: iz��8 SG10 � � cPART D — SPECIAL CONDITIONS a. Failure of Subcontractor to provide, evidence of coverage by Worker's Compensation Insurance. b. Failure of Subcontractor to provide required general liability of other insurance. � c. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. � d. Default by the M/WBE subcontractor or supplier in the performance of the subcontractor. � Within ten (10) days after final payment from the City, the contractor shall provide the M/WBE Office with documentation to reflect final participation of each subcontractor and supplier used on the project, inclusive �f M/WBEs. D-14 OMIY' !J ■I •J � � � � D � J D D-15 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. SurFace restoration, removal and replacement of fencing, and cleanup are general items of work which fall in the category of subsidiary work. D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City 'Council of the City of Fort Worth, Texas, in accordance° with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any Subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached) CLASSIFICATION Air Tool Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Batterboard Setter Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber �Electrician Flagger` Form Builder (STRS) D.rz��sa � CITY OF FORT WORTH HIGHWAY CONSTRUCTION � PREVAILING WAGE RATE FOR 1995 RATE CLASSIFICATION �:7jT� $7.554 $8.565 $8.255 $9.371 $8.920 $9.447 $9.345 $9.058 $7.733 $12.761 $5.598 $8.717 SC-11 Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility � Mechanic Oiler Servicer Piledriver Pipelayer Blaster $8.913 $8.686 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 PART D - SPECIAL CONDITIONS CLASSI�ICATION RATE CLASSIFICATION POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908� Bulldozer, 150 HP or Less $8.703 Bulldozer, Over-15�0 HP $9.160 Concrete Paving Curing Mach.$8.213 Goncrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 Concrete Paving Joint Mach. $9.042 Concrete Paving Joint Sealer $7.350 Concrete Paving Float $7.875 Concrete Paving Saw $9.290 Concrete Paving Spreader $9.750 Slipform Machine $9.000 Crane, Clamshell, Backhbe, Derrick, Dragline, Shovel (Less than 1 '/Z cy) $9.513 Crane, Clamshell, Backhoe, "Derrick, Dragline, Shovel (1 '/Z cy & Over) $10.517 Crushing or Scrng Plt Opr. $9.500 Elevating Grader Foundation Drill Oper: (Crawler Mounted) $10.000 Foundation Drill Operator {Truck Mounted) $11.138 Foundation Drill Opr Helper Front Ent Loader (2'/Z CY or Less) � $8.823 Front Ent Loader (Over 2'/Z CY) $9.311 Hoist (Double Drum & Less) $8:917 Milling Machine Operator $6.650 Mixer (Over 16 CF) $9.000 Mixer (16 CF & Less) $7.913 Mixer - Concrete Paving $9.500 Motor Grader Operator (Fine Grade) $10.346 MotQr Grader Operator $9.891 Pavement Marking Machine $6.402 Posthole Driller Operator Roller, Steel Wheel (Plant-Mix Pavements) Roller, Steel Wheel (Flatwheel or Tamping) Roller, Pneumatic .Self-Pro Scraper - 17 CY" & Less Scraper - Over 17 CY �ide Boom Tractor - Crawler Type (150 HP & Less) Tractor - Crawler Type (Over 150 HP) Tractor - Pneumatic Traveling Mixer Trenching Machine - Light Trenching Machine - Heavy Wagon-Drill, Boring M�achine Reinforcing Steel Setter (Paving) Reinforcing Steel Setter (Structural) Steel Worker - Structural Sign Erector Spreader Box"Operator Barricade Servicer Zone Wk. Mounted Sign Installer (Permanent Ground) Truck Driver - Single Axle (Light) • Truck Driver - Single•Axle (Heavy) Truck Driver - Tandem Axle (Semi-Trailer) Truck Driver - Lowboy/Float Truck Driver - Transit Mix Truck Driver - Winch Vibrator Operator Welder RATE $9.000 $8.339 $7.963 $7.403 $8.138 $8.205 $7.793 $8.448 $8.873 $7.735 $7.615 $8.188 $12.498 $9.000 $9.218 $11.548 $16.300 $11.436 $6.988 $6.402 $6.402 $7.465 $8.067 $7.816 $9.653 $7.507 $8.200 $7.000 $10.459 `��rsss SC-12 � � J � sJ PART D - SPECIAL:CONDITIONS D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain temporary construction and/or right-of-entry agreements to perForm work on private property. The City has attempted to obtain the temporary construction and/or right-of=�ntry agreements for properties where construction activity is ne�essary on City owned facilities, such as sewer lines or manholes. For,locations where the City was unable to obtain the easement or right-of-entry, it shall be the Contractor's responsibility to obtain the agreement prior to beginning work on subject property. This shall be subsidiary to the contract. The agreements which the City has obtained are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Cbntractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractor's attention is directed to the agreement terms along with any special conditions that may 'have been imposed on these agreements, by the property owners. The easements and/or private property shall be cleaned up after use and restored to its original � condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. � � J � � � D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. , D-19 �AMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace any damage to private property, including' but not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay item. D-20 SHOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment and materials for this project. Shop drawings shall be submitted in quintuple (5) and finro (2) shall be returned to the Contractor. Shop drawings must be approved by the �ngineer prior to tlie start of work. D-21 CROSSIN.G OF EXISTING UTILITIES: Where a proposed water line crosses over a � sanitary sewer or sanitary sewer service line and/or proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains � and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with � polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. J � Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. r�'ti��sa SC-13 �J PART D - SPECIAL CONDITIONS D-22 EXISTING UTILITIES �AND IMPROVEMENTS: The plans �how the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or .all of these structures on the �Pians, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation,for extra work or for increasing the pay quantities in any manner whatsoever. The Conttactor shall be responsible for verifying the locations of and..protecting all existing utilities, service lines, or other property exposed by his construction operations. Contractor shall make all necessary pr�visions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to s�ch existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary, relocation of such facilities shall be included in tk�e cost bid per linear foot .of pipe instalfed. NO ADDITIONAL COMPENSATION,�WILL BE�ALLOWED. Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the Owners- of all utilities to locate existing underground facilities and notify the Engineer of any conflicts in grades and alignment. Any and all permanent structures such as parking lot surface, fencing, and like structures shall be replaced at no cost fo the City by material of equal value and quality as that damaged. In case it is necessary to change or move the property of any Owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs of their property that°may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences foun�t on the ground. D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protect both the new line and the �xisting lines from these possibly excessive loads. The Contractor shall not, at any fime, cross the existing or new pipe with a truck delivering new pipe to the site. Any damage to the existing or new pipe will be •repaired or replaced by the Contractor, at the Contractor's expense, to the satisfaction of the City. In locations where it is not permissible to cross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the existing or proposed lines, if �the damage results from any phase of his construction operation. �aa' SC-14 � �� l ■I PART D - SPECIAL CONDITIONS D-24 TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control durin� the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the �"State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701 d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, Febi`uary 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. � The ,Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation/Public Works Department, �"j Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of r..i regulatory signs, the Contractor must replace the permanent sign with a temporary, sign meeting the requirements' of the above-referenced manual and such temporary�sigri must be installed prior � to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent � sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is� completed. J � J � � � � � %I 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. 3. The Contractor shall furnish a traffic control plan to the City at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or removing of existing 'facilities shall be included in the linear foot bid price of the pipe except as ,follows: 1. Separate payment will be made for removal of all fire hydrants, gate valves 16-inch and larger, and .sanitary sewer manholes regardless of location. 2. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. D-26 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a written statement thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers to stop w�rk, or by the perFormance of �� SC-15 � PART D - �SPECIAL CONDITIONS extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. D-27 DETOURS: The Gontractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGNS: Barricades, ,warning and detour signs shall conform to the Standard Specifications "Barriers and Warning and/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Controf Devices, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SITE: It shallmbe the responsibility ofithe.prospective bidder �o visit the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper consideration should be given to these details during the preparation of the Proposal and all unusual conditions which may give rise to later contingencies should be b�ought to the attention of the Owner prior to the submission of the Proposal. � D-30 ZONING COMPLIANCE: During the construction of this project, the �Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. - D-31 WATER FOR CONSTRUCTION: Water for construction will be furnished by the Contractor at his own expense. D-32 WASTE MATERIAL: All waste material shall become the property of the Contractor and shall be disposed of by the Contractor at locations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance . and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup work shall.be done for this project as soon as all construction has be�n completed. No more than seven days shall elapse after completion of construction before the roadway, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Worth or its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphatt or concrete and other construction materials, and in general preparing the site of the work in an orderly manner and appearance. Final acceptance of the completed, project work shall be given by the City of Fort Worth Department of Engineering. D-34 PROPERTY ACCESS: Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. a��a , SC-16 PART D - SPECIAL CONDITIONS D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK: Prior to executing the Contract, it shall be the responsibility of the Contractor to furnish a schedule outlining the anticipated time for each phase of construction with starting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICfiIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the subject item on this•contract: 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at finrelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." 2. Equipment that t�nay be operated> within ten f.eet of high voltage lines shall� have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. 3. When necessary to work within six feet of high voltage electric lines, notification shall be given the power company (Texas Utility Electric) who will erect temporary mechanical barriers, de-energize the lines, or raise or lower the lines. The work done by the power company shall not be at the exper�se�of the City of Fort Worth. The notifying department shall maintain an accurate lo'g of all such calls to Texas Utility Electric, and shall record action taken in each case. 4. The Contractor is required to makc arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. � 5. No person shall work within six f�et of a high voltage line without protection having been taken as outlined in Paragraph (3)� D-37 CONTRACTOR'S RESPONSIB�LITY FOR DAMAGE CLAIMS: The Contractor covenants and agrees to indemnify, hold harmless and defend the City, and their officers, agents servants or employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or property, of whatsoever kind of character� whethe� real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and conditiq�ns of this Contract, whether or not caused by negligence on the part of the City, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement an� arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless the City from and against any and all injuries or damages to property of City during the performance of any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City, their officers, agents, servants, or employees, or s�zr��;8 SC-17 PART D - SPECIAL CONDITIONS caused by negligence on the part of City, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. In the event a written claim for damages against the Contractor remains unsettled at the time all work on the project has been completed to the satisfaction bf the Director for the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. Although the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of �he performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance for the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant invq.lved, or 2. Good faith efforts have been made to settle such outstanding class, and such good faith efforts have failed. If condition (1). above is met at any time within the six-month period, the Director shall recommend that the final payment to the Contractor be made. If condition (2) above is met at any time within the six-month period, the Director may recommend that the final" payment to the Contractor be made. At the expiration of tfie six-month period, the Director may recommend that final payment be made if all other work has been perf'ormed and all other obligation of the Contractor have been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under,a Gity contract or under a developer-let contract for �ity of Fort Worth street and/or storm drainage facilities. D-38 SANITARY FACILITIES FOR WORKERS: The Contractor shall provide all necessary sanitary conveniences for the use of workers at the project site. Specific attention is directed to this requirement. D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Worth General Conditions. D-40 RIGHT TO AUDIT: ia�isa SC-18 PART D - SPECIAL CONDITIONS J � � �, � � � J � � � � � � A. Contractor agrees that the City shall, until.the expiration of three,(3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, under the expiration of three (3) years after �nal payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, �hat City shall have access during normal working hours to all �subcontractor facilities, and shall be provided adequate and appropriate work space,, in order to con�uct audits in compliance with the provisions of thi's article together with subsection (c) hereof: City shall give subcontractor reasonable advance notice of intended audits. C. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: 2. copies and under - 10 cents per page 3. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is �nore than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to rlegotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. A major pay item is defined as any individual bid item included in the proposal that has a total cost equal to or greater than 5 percent of the original contract. A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of Department of Engineering and approved by the City �"s�s� SC-19 .:�v, � � .i PART D - SPECIAL CONDITIONS Council after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the work will include the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on pertormance and payment. bonds, public lia�ility, Workers Compensation and all other insurance required by law or by ordinance. The Director of Department of Engineering will direEt the form in which the accounts of actual field cost will be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will t�e performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Dire�tor of Department of Engineering access to all accounts, bills and vouchers relating thereto. . D-42 CUTTING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by the Engineer. In addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is being conducfed. Signs suspended from barricading shall be placed in such a way that signs do not interFere with reflective paint or coloring on the barr.icades. Barricade signs �shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have .the following information: For Questions on this Project Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. or (817)871-8300 Nights and Weekends Any andm all cost for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations 'in the project where mains are required to be placed under existing sidewalks and/or driveways, sucli sidewalks and/or driveways shall be completely replaced for the full existing width, be�ween existing construction or expansion joints with 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Wo�th Transportatis�n/Public Works Department Standard Specifications for Construction, Item 504. At locations where mains are required to be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. '��is� SG20 l�, ..� � � I, l•, � '�l � � � i!l L■_l � � � � � � � •l PART D - SPECIAL CONDITIONS Payment for cutting, backfill, concrete, forming materiais and all other associated appurtenances required, shall be included in the square yard price of the bid item for concrete sidewalk or driveway repair. D=45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under various bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on �field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. � D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be mechanically compacted unless ,the Contractor can furnish the Engineer with satisfactory �evidence. the P.I. of the excavated", materi�l is less then 8.* Such evidence shall be a test report � from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the Iocat�on and depth of the various test holes. � � � � ' If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.'''' * Revised 3/20/81 ** Revised 4/�0/81 D-47 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the Engineer, Crushed Limestone shall be used for trench backfill on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2 Item 208.3 - Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal D multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, �onstruction Specifications, General Contract Documents. n D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for U Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the � Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. � J � D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications, except as specified herein. ,�� sc-2� � PART D - SPECIAL•CONDITIONS A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or othen�vise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching �operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easeme�ts. All excavation shatl be in strict compliance with the Trench Safety Systems Special Condition of this document. B. TRENCH BACKFILL: Trenches which .lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a tes� report from an independent t�sting laboratory and must include representative samples of soils in all involved areas,� with� a map showing the location �and depfh of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic� material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill �material under existing or future streets shall be in accordance with Figure A or B. Sand material specified in Figures A and B shall be obtained from an approved source consisting of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size % Size % Sieve Retained Sieve Refained #4 0-5 #50 0-50 #16 0-20 #100 60-95• #200 90-100 C. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing .or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (ASTM D698) by means of tamping only. • Trenches which lie under existing or future paving shall be backfilled to 95% Standard Proctor Density (ASTM D698) by jetting, tamping, or a combination of inethods. This density testing will be performed by City personnel at City expense and will not be charged to the Contractor. However, the Contractor will be responsible for providing access and trench safety.system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests'conducted by the City. � ��,�„ E�i�rs$ SC-22 � � �PART D - SPECIAL •CONDITIONS D. MEASUREMENT AND PAYMENT, All m�terial and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, , thickness, etc., to existing pavement as detailed in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. ,l � � All required p?ving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residential driveways shall be accessible �t night and over weekends. It �has been determined by the° T�ansportation and Public Works Department that the strip of r-� existing HMAC pavement between the existing gutter and the edge of the trench pavement repair J will not hold up if such strip of existing pavement is two (2) feet or less in width. � � � J � ■1 � � � ■1 Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable'for repaving, in the opinion of the Owner,,. the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor, Health Administration Standards, 29 CFR Part 1926, Sub-Part P- made a part of this specification and shall be the minimum governin safety. C. DEFINITIONS: � i�� SC-23 Occupational Safety and Excavations, are hereby g requirements for trench � PART D -,SPECIAL CONDITIONS TRENCHES - A trench is referred to as �a narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. . 2. BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. 4. SHIELD SYSTEM - Shields used in trenches are generally referred to as "trench boxes" or "trench shields". Shield means a structure that is able to withst2nd the forces imposed on it by a cave-in and• protect workers within the structure. Shields can be permanent structures or. can:be designed to be portable and move� along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. 5. SHORING SYSTEM - Shoring means a structure such as a metal hydraulic, mechanical or timer system that supports the sides of a trench and which is designed to preyent cave-ins. Shoring systems are generally comprised of cross-braces, vertical rai15, (uprights), horizontal rails (wales) and/or sheeting. D. MEASUREMENT - Trench depth is the vertical riieasurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be baset! on the linear foot amount of trench depth greater than five (5) feet. E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D-52 SANITARY SEWER MANHOLES: A. GENERAL: �'he installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or as descr,ibed in these Special Contract Documents in addition to those located in the field and identified by the,Engineer. All manholes shall be in ac;cordance with sections E1-14 Materials for S�nitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the Generaf� Confract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. 2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall `be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" and greater. i��s SG24 �.�, , � � � D � � � �I ■I PART D - SPECIAL CONDITIONS 3. LIFT HOLES: All lift holes shail be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS: Manhole rims in parkways, lawns and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing finish grade of the ground. The grade of all surFaces shall be checked for proper slope and grade by string lining the entire area regarded near the manhole. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall h'ave pick slots in lieu of pjck holes. .Manhole frames and covers shall be McKinley, Type N, with indented top clesign, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap between the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100-year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids.are specified. Locking bolt down rims and cover shall be installed at manhole locations called for on the plans. Cost is subsidiary to unit price bid item manhole �6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when D manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL �NOT BE ALLOWED. D7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. Q 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. � � 9. MANHOLE JO1NT SEALING: All inter`ior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type perFormed O-ring rubber gasket shall require Bitumastic joint sealants as per Figure M. D This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form or suitable cross-sectional area or flat-tape and shall be sized as recommended by D the manufacturer and approved by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or cohesive strength. The Joint � sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit 0 ,�,�$ SC-25 � PART D - SPECIAL CONDITIONS B. EXECUTION: INSTALLAT�ON OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surFaces to be in contact with the joint sealant shall be thoroughly cleaned of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surtaces prior �'b installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on�two (2) rows (inside and outside) of Bitumastic joint sealer. 2. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangular full depth saw cut if in`pavement) adjacent to the manhole,to expose the entire manhole frame 2nd a minimum of 6 inches of the manhole wall keeping the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block materials other than pre-cast concrete rings, or where necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adjustments allowed. In brick or block manholes, replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level are structurally unsound, notify the Engineer prior tp replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of a quick setting hydraulic cement to provide a smooth working surface. If tlie inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. Joint surfaces befinreen the frames, adjustment rings, and cone section 'shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge of each joint, or use trowelable material in lieu of pre- formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material .not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation.. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. i�is'�sa SC-26 ��.a �� PART D - SPECIAL CON�ITIONS � � i D 3. EXPOSED EXTERIOR SURFACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic �Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to a minimum of 14 �nils dry film thickness. D4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint D sealant from 6-inches below to 6-inches above the, joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. � � D ■I D �. !J D � �� ! � C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but not limited to, joint sealing, manhole inserts, lift hole sealing and exterior surface coating and pavement repair. The price bid fior r.econsfruction of existing manholes stiall include �all� labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment and materials necessary for adjusting and/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Payment for manhole inserts will be made per each. �-53 SANITARY SEWER SERVICES: Any reconnection, relocation, replacement, or new �anitary sewer service shall be made as shown on the plans, and/or as described in these Special Contact Documents in addition to those located in the field and identified by the Engineer as active sewer taps. The service connections sh�ll be constructed by the Contractor utilizing standard factory manufactured tees. Factory manufactured saddle faps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling ofi� tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. �. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitated using trenchless repair methods shall be reconnected only (no sewer service replacement necessary). Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of p �.�is�rs �. SC-27 � PART D - SPECIAL CONDITIONS service line and all other associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the� sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. Connection to the eXisting sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene coupling A.S.T.M. C- 425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe, fittings, and all other associated work for service replacements in excess of four (4) alinear feet shall be included in the linear foot price bid for sanitary sewer service line replacement. Payment for all work and material involving the."tap" shall be included in the price bid for sanitary sewer service taps. D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABANDONMENT OF EXISTING FACILITIES: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. � C SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section �2-1.5 Salvaging of Materials. The concrete vault shall be demolished in place to a point not less than 18 inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as �pecified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved , by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. � SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill mate�ial shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing� surrounding surface and grade. D. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be � removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the valve removal 1�s�ss . . SC-28 � � J � PART D - SPECIAL CONDITIONS � shall be backfilled and compacted in accordance with backfll method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall, be compatible with existing surrounding surface and ,grade. If the valve is in a concrete vault, the vault shall be demofished in place to a point na � less than 18" below final grade. J � � �] ,I �� J J J � E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18 inches below final grade. Concrete shall then b� used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill rrtethod as specified in Section E2-2.9 Backfill•:. Backfill m`aterial shall be suitable.exCavated material approved by the Engineer. Su ace restoration shall be compatible with the existing surrounding grade. � G. ABANDONMENT OF MANHOLES: Manholes to be demolished in place shall have all pipes entering or exiting the structure plugged with lean concrete. Manhole top or cone section shall be removed to the top of the full barrel diameter� section, or to poi"nt not less than.18 iraches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be•either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in bacicfilling; plugging of pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: ManhQles to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall be' removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. SurFace restoration shall be compatible with surrounding surface. I. CUTrING AND PLUGGING EXISTING MAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered as incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. J. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of al�, removed pipe. All removed valves, fire hydrant� and meter boxes shall be delivered to Water Department Field Operation, Storage Yard. K. PAYMENT: Payment for all work and material involved in satvaging, abandoning and/or � removing existing facilities shall be included in the linear foot bid price of the pipe, except as follows: separate payment will be made for removal of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for � � � �iss SC-29 � PART D - SPECIAL CONDITIONS salvaging, abandoning and/or removing all oxher existing facilities when said facility is not being replaced in the same trench (i.e., when removal requi'res a separate trench). D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not be less than finro inches with a minimum �unit weight of 2'/Z pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: �e of Utility Water Color Code Safety Blue Legends Caution! Buried Water Line Below Sewer Safety Green Caution! Buried Sewer Line Below Installation of detec�able tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum. of 18 inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). D-57 PIPE CLEANING: Joints shall be wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily and kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions, Section C6-6.8 Barricades, Warnings, and Watchmen: , A. Wherever the word Watchmen appears in this paragraph, it shall be changed to theW word Flagmen. � B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures" to "take all reasonable�necessary measures". D-59 DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by th�, Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractor's disposal sites sl�all be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any � � �� SC-30 ��%��8 �� PART D - SPECIAL CONDITIONS D expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall �e at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal site, upon D notification by the Director of Engin'eering Department, Contractor shall remove the spoil/fill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. J D D � ■J � � � � � � D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTICSNS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor h'as received written permission of the Engineer to make a substitution for the material which has been Specified. Where the term "or equal", br "or approved equal" is used,,it is�understood that if'a materiat, product, or�piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the spe�ifications, this does not necessarily exclude alternative items or mat�rial or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the. representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. � D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SA�VITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-ptace pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer �laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect tf `e sewer lines from damage that rriight be inflicted by the improper use of cleaning equipment. � � 1. HIGH VELOCITY JET (HYDROCLEANING) EQUIPMEN�: The high-velocity sewer line cleaning equipment shall be constructed for easy and safe, operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable D of producing a scouring action from 15 -to 45 degrees in all size lines designated to be cleaned. ,.. Equipment shall also include a high-velocity' gun for washing and scouring manhole walls and floor. The gun shall be capable of pro�ucing flows from a fine spray to D a solid stream. The equipment shall carry its own watet tank, �auxiliary engines, pumps, and hydraulically driven hose reel. , D Hydraulically Propelled Equipment shall be of a movable dam! type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter D � 17l�3/J8 SC-31 �J PART D.- SPECIAL CONDITIONS around the outer periphery to ensure removal of grease. If sewer cleaning balis or dther equipment which cannot be collapsed is �sed, special precautions to prevent flooding �of the sewers and public or private property shall be taken. The flow of�sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. 2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or equipment fails to traverse the entire manhole section, it will �be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in norrpal • working. pr.ocedures, the water shall be conserved .,and not used� �'unnecessarily. No fire hydrant shall be obstructed in Case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the �Water Department. The Contractor shall be responsible for the wate� meter and related charges for the setup, including the water usage bill. All expenses shall be considered incidental to cleaning. 3. DEBRIS REMOVAL AND DISPOSAL: All studge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall. be removed at the downstream manhole of the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in . wet wells, or damage pumping equipment, shall not be permitted. 4. All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no�additional cost to the City. �� 5. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DU11>1PED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER�MANHOLES. 6. TELEVISION INSPECTION. EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made.for an unsatisfactory inspection. B. EXECUTION: 1. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sew�r service taps. In no case will the television `camera be pulled at a speed greater �zrs�sa � SC-32 � � � � ,� PART D - SPECIAL CONDITIONS than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interFere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the finro manholes of the section being inspected to ensure good communications between members of the crew. � The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or 0 the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter sh'all be��hecked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy s,hall be satisfactory to the Engineer. I � The City makes no,guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at � the option of the Contractor. The co�t of retrieving the Television camera, under all circumstances, when it becomes lodgedi during inspection, shall be incidental to Television inspection. sl ,� �1 �I 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the ;location in relat�ion to an adjacent manhole of each sewer service taps observed during in pection. In addition, other points of significance such as locations of unusual conditio�s, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and �ther discernible features will be recorded, and a copy of such records will be supplied to �#he City. 3. PHOTOGRAPHS: television picture Engineer, as lon operations. Instant developing,'35 mm, or other standard-size photogV�aphs of the of problems shall be taken by the Contractor upon request of the � as such photogr�phing does not interFere with the Contractor's j"� 4. VIDEOTAPE RECORDINGS: The pufpose of tape recording shall be to supply a visual �.,� and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed �hat it was recorded. The television tapes shall be furnished to the City for review imme iately upon completion of the television inspection � and may be retained a maximum of 30�calendar days. � Equipment shall be provided to the City by the Contractor, for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. � � � .. . , 'ra�s�sa If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service cbnnections, the Contractor shall be required to re- televise and provide a good tape of th line at no additional cost to the City. If a good tape cannot be provided of such quality th�t can be reviewed by the Engineer, no� payment for SC-33 � PART D - SPECIAL CONDITIONS televising this portion shall be made. Also, no payment shall be made for•portions of lines not televised or portions where manholes carinot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contr�ctor will be notified as to which sections of the sanitary sewer are to be corrected: Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for items under Television Inspection of the Proposal. C. PAYMENT OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall' be per linear foot of sewei- actually televised. The Contractor- shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall�be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for N Inspections. � The cost of retrieving the N Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to N Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. • D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and al� drop-connections and gas sealing connections shall be installed prior to testing. ;��sa SC-34 D � D � PART D - SPECIAL CONDITIONS The sewer lines entering the manhiole shall be plugged and braced to prevent the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, �tc. The test head shall be piaced inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of inercury (10"Hg) shall be drawn and the vacuum pump will be turned off. With the valve closed, the level of vacuum shall be read after the required test time. The required test time shall'be determined from the Table I below in accordance with ASTM C1244-93: Table I � MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"H,g - 9"Hg) (SEC) Depth of MH. 48-Inch Di�. 60-Inch Dia. 0 • (FT.) Manhole Manhole O,to 16'. 40-sec. 52 sec. �� ' � �I' � �� i i 18' 20' 22' 24'" 45 sec. 50 sec. 55 sec. 59 sec. 64 sec. 69 sec. 74 sec. 5 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. 26' 28' 30' For Each Additional 2' 2. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of inercury (1" Hg)�after the required test time.� Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms to the' construction material of the manhote. The manhole shall be retested as described above until it has successfully passed the test. . Following completion of a successful test, the manhole shall be restored to its nOrmal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. „ C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This ,price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. D-64 BYPASS PUMPING: The Contractor shall bypass the sewage •around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will t�/J8 � , ... ��,��, m SC-35 PART D - SPECIAL CONDITIONS the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. � D-6S POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection p�rFormed. Work shall consist of furnishing all labor, material, and equipment necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other �components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and �no payment will be made for an unsatisfactory inspection. C. EXECUTION: TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer seryice taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and powered rewinds or other devices that do not obstruct the camera view or interFere with proper documentation shall be used to move the camera through the sewer line. When mahually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications shall be set up between the finro manholes of the section being inspected to ensure good comrr�unications between members of the crew. The importan�e of accurate distance measurements is emphasized. All television inspectior� video tapes shall have a footage counter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of �the distance meter shall be che�ked by' use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. �The methods used for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sa�nitary sewer mains must be laced with enough water�to fill all low �pints. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewer being inspected. %z�ss SC-36 ,� E� ,� �� ,� !J � � �l � � � PART D - SPECIAL CONDITIONS 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All teleVision logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: television picture Engineer, as lon operations. Instant developing, 35 mm, or other standard-size photographs of the of problems shall be taken by the Contractor upon request of the g as such photographing does not interfere with the Contractor's 4. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be .at the same speed that it was�recorded. The television tapes shall be � fumished to the City for review immediately upon completion of the television inspection and may b� retained a maximum of 30 calendar days. Equipment shall be' provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. D. �PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SP�NITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot of sewer televised. The Cbntractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the, Engineer. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of N inspection, shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. 'D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its own expense, ,certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall � �.r k�, .. � �2/9/98 SC-37 �] PART D - SPECIAL CONDITI�NS p�ovide manufa�cturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the clesign concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. C. Qua�ity control testing of in-place material on this project will be performed by the city at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. D. Not less'than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item_being tested. E. The Contractor shall provicfe a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution , control measures deemed necessary by the Engineer for the duration of the contrac�: These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary meas�fres shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. B. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide'temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may invoive the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methbds directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proporti0nal to the CO�VTRACTOR'S capability and progress in �keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations �vs�a SC-38 � � � ■1 � � � �J PART D - SPECIAL CONDITIO�NS unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. � 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. 4. The Contractor• shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. �"j C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide �,� temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. •l � 'J �,I � � � D � � D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO ,DRIVES: The Contractor shall provide� ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to, minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to an owner prior to his driveway being removed and/or rebuilt. � D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without tfie property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible� with a tree wound dressing. D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. D-71 CIT�I OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product L,ist, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. ,»"�a SC-39 �i PART D -'SPECIAL CONDITIONS D-72 � STATE REVOLVING FUND (SRF) REQUIREMENT� This� project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: 1. at t�e Tir�e cc�F Contract Documerafi Execution «. ��D=�`;03-�ontractors Act of AssuFar�ce • ED='�04-�esolution Work required to conform to these requirements shall be considered subsidiary and no extra payment vVill be made. The SRF requirements are included in Appendix R. b-73 TO.PSOIL,. SODDING AND SEEDIN�: This item shall be performed in accordance with the City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign material, in all parkways and medians to the lines and' grades as established by the Engineer. . CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required° to supplement material secured from street excavation. All excavated materials from stre�ts which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of' grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING� DESCRIPTION: Sodding will consist of furnishing and �planting Bermuda, Buffalo or St. Augustine grass in the areas befinreen �the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or� in such areas as designafed on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and�609. � MATERIA'LS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasse�$s�iall be�•aliu� and aeceRtable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virife root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. � ' ,��isa SC-40 � ■J ■I � � � J PART D - SPECIAL CONDITIONS The sod shall be free from obnoxious weeds or other�grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walle and on terraces shall be the same .type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the desighated areas have been completed to the lines, "grades, and cross-sections shown on the Drawings and as provided for in other�items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described.. Sodding shall be either "spot" or "block"; eitk�er Bermuda, Buffalo ,or St. Augustine grass. � a. Spot Sodding � Furrows parallel to the curb line or sidewalk lines, finrelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch D centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be � carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. � � � � � � � b. Block Sodding. � �.2l9�J8 At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer; may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer., be pegged with wooden pegs driven through the sod block to the firm� earth, sufficiently close to hold the block sod firmly in place. ., When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Ert'gineer so that the corripleted surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. SC-41 J PART D� - SPECIAL CONDITIONS� 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of "delivery to the project. Each variety of seed shall be furnished and delivered in separate bags'or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the ` �Engineer: ' � " , The specified seed shall equal or exceed the following percentages of Purity and germination: � Common Name Purity " Germination Common Bermuda •Grass 95% 90% Annual Rye Grass 95% 95% Tall Fescue 95% 90% Western Wheatgrass 95% 90% Buffalo Grass Varieties Top Gun 95% 90% . Cody 95% 90% ' Table 120.2.(2)a. � URBAN AR�A WARM-SEASON SEEDING RATE (Ibs.); Pure L' ive Seed (PLS) � Mixture for Clay or Tight SoilsMixture for � Sandy Soils Dates (Eastern Sections) (Western Sections) (All Sections) � Feb 1 Bermudagrass� 40 Buffalograss 80 • Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates Aug 15 to May 1 .�.. � f��iJB ��,� a� (All Sections) Tall Fescue Western Wheatgrass� Annual Rye SC-42' 50 50 50 ... � I�, ■I 1� 'I ■I PART D - SPECIAL CONDITIONS Total: 1(i0 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. D b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided.and existing at the time planting operations were begun. � � � � � � � � J ■1 � � BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown�on the Drawings and where directed.. If the sowing� of seed is by hand, rather than by mechanical methods, the seed shall be sown �in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D- 46, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, Construction Methods. The seed, or seed mixture, specified shall then be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by h�nd rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: TheNsoil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then .be planted at the rate required and the application shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directior�s at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of appraximately one-quarter (1/4) inch. The planted surFace area and giving a smooth surtace without ruts or tracks. In between the time compacting is completed and the asphalt is � /�•/•/�//� 4 ' �6/�7/�✓8 SC-43 �� PART D - SPECIAL CONDITIONS applied, the planted area shall be. water�d sufficientiy to assure uniform moisture from the surface to a minimum of six (6),inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be of the `type and grade as shown ori the Drawings and shall conform to the. requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a•complete film is obtained and the finished surface shall be comparatively smooth. RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where temporary cool season species have been planted may be replanted beginning February 1 with warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the f.ollQwing manner. �The cool season species shall be mowed down to a height of.one (1) in�h to insure that slit-seeding equipment will lie able to cut through the turf and achieve adequate soil penetration. * Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: .FERTILIZER DESCRIPTION: "Fertilizer" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fe►tilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16- 20-0' or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash 'nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted ar granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". ��.�� ,,> .. . r�isa SC-44 �a,rM �i D !J � � � PART D - SPECIAL CONDITIONS MEASUREMENT: Topsoil secured from borrow sources wili be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the lineat foot, complete in place. Acceptable material for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work performed as ordered and measured as provided under "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place D topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. � "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and D tamping; for all watering; for disposal of all surplus materials; and for all materials, labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. J D � � � � � � J The work performed and materials fu�nished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for perForming all operations necessary to complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to implement and maint�in a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces: D-75 SUBSTANTIAL COMPLETION INS�ECTIONlF1NAL INSPECTION: , Q i � ��%98 .F�: . �, SC-45 � PART D - SPECIAL CONDITIONS� � 1. Prior to the final inspection. being conducted for the project, the contractor shall contact the city inspector in writing when the entire project or a designated portion of the project is substantially complete. 2. The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 3. The contractor shall take immediate steps to rectify the listed deficiencies.and notify the owner in writing when all the items have been completed or corrected. 4. Payment for substantial completion inspec�ion' as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other defi�iencies which are discovered at the time of final inspection. 5. Final inspection shall be in conformance with general condition item "C5-15.18 Final Inspection" of PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES: 1. The �ontractor shall be responsible for taking measures to minimize damage to tree limbs, 'tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except for short tunneling/tree augering. 2. Any and all trees located within the equipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owraer. 4. Nothing shal� be stored over the tree root system within the drip line area of any tree, 5. Before excavation. (off the ro�dway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. 6. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. 8. Contrac#or shall employ a qu�lified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. i�iss SC-46 � PART D - SPECIAL CONDITIONS D 9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. � � D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. � D-78 CLAY DAM: Clay dam construction shall be performed �in accordance with the Wastewater Clay Dam Construction, figure in the Drawir�gs in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. D Construction material shall consist of cwmpacted bentonite clay or 2:27 concrete. Payment for work such �s forming, placing and finishi �g shall be subsidiary to the pr.ice bid for pipe installation. D � ■I D � J D � � � J [� �"9" EXPLOF�ATOR�I�P;E°XC�V�i��klQ�l �D�-H��EJ�, "'T�ie �C�ntractor 'shall be respa�isil�le„ for �!e�if}�i��the�r�°�ation� of all�existing:�utiliti2s�prior �a,constructio�r; in �ccord�nce�with, item D-22. :F — . , . � i��:l'�cafic�ns�Mid�ntifie�i. or�°th��d�awi�ags,� �o'�tra�t�c s�rall �;ond�ct, an� exp�o�atory .excav,�atior�-�(D- �� to� lo`cate� a�d° u�cif ��t_e. location, andx el'evativr�;,.o�f °the� e�istin �nder �ound �tilii whe�e, �it � .�, � . Y� � � ; � 9��' 9 .. Y� may� k�e in.°pot'ential conflict°v�ith a•prnposed facility �lignmenfi.� The#explor�tory� exca�ation..�half� be �p�ducied'�p�ior't�'canstructi�ro a��the� e�t��e�> pro�e�t�ocily at�rocatio`�� d'e�noted° on ��;,plans or , � », , , 5a, e� ' k : ,«, in . .: : a� �directec� hy Rt�ie. engineer Co�traEtor �sk�a(I��ubmit .a° repo�t o� findirigs� (i�rcluding� s�rvey��d e�evations� of existing��co�fli�ting�utilit�es�)�$o �tfie�eif� �rivr�to�� the�,start o� eo�StGuctiorr; of tl�'e�entire � � �. �:� � w � p�a�ect�,� {f�°�t�ie corrt�a�'oi-d�terr�i�es an��exi�ti��tility''is�i�.-conflic�v�ithbthe proposed�f��ility,=ethe �, t,. ^V a^ . �y. k; � ek,� , � ?,, �-� ,�, 'x'g E.� `� ,� .� ;a. .cfiY co�trac�o�s�ra,�l>con�a�;t�:th�,,e�rgir�ee��imri�ediate��r for�appGopriate tlesig�"modifcabons. � �'he contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to ob�ain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). �y,m�nt,K s`hall °not �be�`�made° �o� r�ec�ifcatkrron� of existing° u�ilities per i�em: D=22: Payment�;for �c�fora��r,� excavation� �D�-Hol�}, a� Iocations� itlei�tified" ,onx the plans° o� as �ciirected by ,t�ie a , � , _ ` x * � �� . « . ��in�eF,�;s�al� �includ�� ful��co�rr�pe�isatid'n. �o� all mate�ials, excavatiorr, surface r,estoration�, ��elcl su�reys,4 anc� aIF incide,�tals nec�'ssar�r to�icomplete`"t�ie� wo�k; <shaU`'"be LLthe urnfiNtpric�e bid: �lo �i�yment`�shall��bermac%��fo��exp�ocatoFy exca�;ation(s),cond�cted after`co�strueti�on has begun. D-80 INSTALLATION OF WATER FACILlTIES D,�� 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). ' SC-47 ■J PART D - ,SPECIAL CONDITIONS 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed, in accordance with the General Contract Documents. All valves shall Mave concrete blocking provided for supporting: No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AVWVA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1- 15, E1-5 and �1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supptied as follows: _ For the in,side and outside of casing pipe, coal-tar protective'coating in accordance with the° requirements of Sec. 2.2 and�l-elated sections in A1NWA C-203. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers .(centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when, installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: Boring used on this project shall be in accordance with the material standard E1-15 �and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included ih the unit price bid per foot. 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be �the responsibility of the Contractor to verify the exact location and �levation of the existing line tie-ins. And any differences in locations and elevation of existing line tie-ins between the contract drawings and what may be encountered in the field shall be considered as incidental to construction. The cost of making tie-ins to existing water or sanitary sewer mains shall be included in the linear foot bid price of the pipe. 80.5 Connection of Existii�g Mains: The Contractor�'shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered� as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, s�ch down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minim.um. In case of shutting down an existing main, the ` r �?/s�8 .,, T . SC-48 � PART D - SPECIAL CONDITIONS D Contractor shail notify the Manager, Construction Services, Phone 871-7813, at least 48- hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL D CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. The cost of removing any existing concrete blocking shall be included in the cost of Dconnection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. � D ■i D ■1 D � � ■I � � ■J � � 1,�/98 80.6 Valve Cut-Ins: It may be necessary to cut-in g�te valves to isolate the water main from which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be �coordinated with the engineer in charge of inspection. All consumer.s shall be� individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required, shall be included in the price of the appropriate bid items. 80.7 Water Services: The �`elocation, �eplacement, or reconnection of water services will be required as shown on the plans, ,�nd/or as described in these Special Contract Documents in addition to those located in t�e field and identified by the Engineer. i i All service's shall be constructed by the cdntractor utilizing approved factory manufactured tap saddles (when required) and corporati�n stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if requir�d approved manufactured service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the main line to the meter box. All services which are to be replaced or`reloc�ted shall be installed with'the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. A minimum of 24 hours advance notice shall be given when service interruption will be re�quired as specified in Section C5-5.15 INTERRUPTION OF SERVICE. All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the SC-49 J PART D� = SPECIAL CONDITIONS contractor shall install the meter. The meter' box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. . Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line� from Main to five (5) feet behind Meter. Any veitical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. . Payment fo� all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 2. WATER SERVICE RECONNECTIO�I: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconneetion and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. of s��c��feter, and" m�ter�bo� ks requi�.ed;, payment� for :alY wo�k and �. . < x . .. . ., �bac�ilt,ry`�'4tti�gs;�:�1`��'e'a(5�� fiee��of t�Re �C„c�p�er`se�ice� arid�all�m°ate�i�ls, �e�t�`;%s�d�-wt��, an� f�r ��lie lice�se�d�°�l`�trr��er shall� be��ri�clutled",i�t�tqN�.e:pcice ,�peter rei"ocati,Qn �All�,�th�r cos��°.will�k�e�.3�clucfed.irr,o��ec a�,propriat� �iid i�)':. T�iis�'iterrr; aniili`�Paf"sa be�` u�ed'tto �a��for��'a�l" sen�ice��me�er �nc� r.rreter boz. rela�caiion� as req,�i�ed� by the ,Engineer,when� t�r� ser�ice °line isw no� bei�ig` �epfaced .. 'Adj�stment� of anly �,. ,. � , t�ie��meter, t�o� a�c��Rcust�mer�se�yice li'n��vvithin 5of�et �istance:befiind, the��iieter�'will��not ��as��Ms�parate„°pa��nerit�a��p°fime ,�o�catiorts�witk�`�n�►ltiple�s��ic�;b�anch�s.will�be �aid f�c;"as.'or�service meter arr� meter bmx retoeatiorrti � • i�isa SC-50 ,I D 4. � D J .�J D � � � � #J Payment shall be made at the unit bid price in the appropriate bid item(s). 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeciitious manner. Severed water service must be reconnected within 2 hours of discontinuance of service'. � A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to� the City water supply. The 2-inch temporary service main and 3/4-inch � - service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. D � D � �r2isis"s NEW. SERVICE:, (when required), and meter box. PART D - SPECIAL CONDITIONS When new services •are required the 'contractor shail install tap saddle corporation stop, type K copper service I.jne, curb stop with lock wings, Payment for all work and materials such as backfill, �ttings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as fu1-nishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. � Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in•other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent `service, the Contractor shall r�-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. SC-51 �I PART D�- SPECIAL CONDITIONS The temporary service layout shall have a minimum available flow rate of 5 GPM at a �dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine �the length of temporary service allowed, number ofi service taps and number of feed points. When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, ,all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for a�justing water valve boxes; manholes and�vaults.to,match new pavement grade. The uniY price bid will be full payment for materials including all "labor, equipment, tools and incidentals necessary to complete the work. 80.10 Adjust Water Valve Boxes: Contractor will be responsible for adjusting water valve boxes to match new pavernent grade. The water valves themselves will be adjusted, if necessary, by,City of Fort Worth Water Department forces. Prior to the beginning of work, the Contractor shall make an inventory of the condition, of• existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placed into service all newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified here�n-w �C�e t 1 " w �- �'o�tr�'c�or�wil1= fu�rs�it ��,wat��f��l'�l�t�l�� cf�ani�g� a�c�s�er:ifizatio��f v�ai�e� line"�. .�1�11 rriate��als� for co�struct�o��af� the� pr��ect"� l�cl�adin�, aRprmp�i�ife��,� sized� "�iip�� le��ni�g� pigs�", �hlori��£�gas�o� ef'ilm�in '�t�d; lim� �1-��i�� s��l�,��'�r�iis�e�� t��tk�e��Cc��t��a�t�� Chlorinated lime (HTH) shall� be used in sufficient quantities to provide�a chlorine residual of fifty (50) PPM. The residual of free chlorine shall �be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be, "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water lines shall be considered as incidental to the project and- all costs incurred will be considered to be included in the linear foot bid price of the pipe. iti��a SC-52' �� PART D - SPECIAL CONDITIQNS D 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contract may cross or may be in close proximity to an existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" D valves installed are installed closed arid no cross connections are inade between pressure planes 80.13 Water Sample Station: GENERAL: � All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. D The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Operations � � Warehouse. � PAYMENT FOR FIGURE 34 INSTALLATIONS: P yment for all work and materials necessary for the installation of the 3/4-inch type K co per service line will be shall be � included in the price bid for copper Service Line from i ain to Meter. Payment for all work and materials necessary for th� installation tap saddle (if required}, corporation stops, and fittings shall be included in the price bid for Service Taps to Main. DPayment for all work and materials necessary for th� installation of the sampling station, concrete support block, curb stop, fittings, and an inci ental 5-feet of type K copper service line which are required to provide a complete and f�nctional water sampling station shall � be included in the price bid for Water Sample Station . PAYMENT FOR FIGURE 33 INSTALLATIONS: �ayment for all work and materials � necessary for the installation tap saddle, gate valveh and fittings shall be included in the� price bid for Service Taps,to Main. �j Payment for all work and materials necessary for the installation of the sampling station, L1 modification to the vault, fittings, and all type K cop�er service line which are required to provide a complete and functional water sampling st tion shall be included in the price bid for Water Sample Stations. � � • D-81� SPRINKLING FOR DUST CONTROL: I � All applicable provisions of Standard Specifications Item 2I00, "Sprinkling for Dust ControP' shall apply. However, no direct payment will be made for this �tem and it shall be considered to this `j contract. `a D-82 DEWATERING: � The Contractor shall be responsible for determining the ethQd of dewatering operation for the water or sewage flows from the existing mains and gr�und I water. The Contractor shall be ;"� responsible for damage of any nature resulting from the dewate�ing operations. � I i � • �._ � � �zrgrss SC-53 x �, . �. � PART D - SPECIAL CONDITIONS a The DISCHARGE from any dewatering operation shali be conducted as approved by the Engineer. Gro�nd water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the project price. D-83 TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to prevent any water flowing into open trench during construction. Cont�actor shall not leave excavated trench open ovemight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING: � � C L�7 i'�i�� ' � REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". ROQT PI�UNING EQUIPMENT 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner NATURAL RESOURCES PROTECTION FENCE 1. Steel "T" = Bar stakes, 6 feet long. �2. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). 3. Surveyor's Plastic Flaggir�g: "Tundra" weight, International fluorescent orange or red color. 4. Combination Fence: Commercially manuf�ctured combination soil separator fabric on wire mesh backing as shown on the Drawings. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum of 36 inches� deep in order to minimize damage to the undisturbed root zone. 3. Backfill and�,compact the trench immediately after trenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. � 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water`loss due to evapo�ation. SC-54 . � � � PART D - SPECIAL CONDITIONS D 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no roots over 1-inch diameter being c�t unless cut by hand or cut by specified methods, equipment and protection. D E. � F. D � � � D 0 D Q D � D � �� MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation on areas designated by the Engineer. Tree Pruning shall be considered subsidiary to the project contract price. D-85 TREE REMOVAL: 7r:ees to be removed shall be � removed using applicable. methods, incluciing s#ump and coot � ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both-overhead and buried. The Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. � � �.ie�:�.. ��$ J SC-55 • y �PART DA ADDITIONAL SPECIAL CONDITIONS D ' �J � � J � � J � J !J J � � � J � PART DA - ADDITIONAL SPE°CIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE .................................................Omitted DA-2g� PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM .......................................ASC-3 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE ..................................................Omitted DA-4 SLIPLINING ....................................................................................................................ASC-10 DA-5� PIPE INSTALLED BY OTHER THAN OPEN CUT ...........................................................ASC-17 DA-6 SERVICE, LINE POINT REPAIR / CLEANOUT REPAIR .................................................Omitted DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION ...................... ASC-20 DA-8 MP�NHOLE REHABI.LITATION ITEMS ......, ................................................,.................r...,Omitted DA-� SURFACE PREPARATION �FOR MANHOLE REHABILITATION .....................................Omitted DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM .................... Omitted DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ..................................................�mitted DA-12 INTERIOR MANHOLE COATING - SPRAYWALL SYSTEM ...........................................ASC-23 DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ....................................�..ASC-25 DA-14 INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER....... Omitted DA-15 RIGID FIBERGLASS MANHOLE LINERS .......................................................................fJmitted DA-16 PVC LINED CONCRETE WALL RECONSTRUCTION ....................................................Omitted DA-17 PRESSURE GROUTING ..........................................................................................�'......ASC-28 DA-18 VACUUM TESTING OF REHABILITATED MANHOLES .................................................Omitted . ,• , DA,�-19 FIBERGLASS�MANHOLES .........:...........................................................,................:......:fJmitted DA-20 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES ......................... Omitted DA-21 REPLACEMENT OF CONCRETE CURB AND GUTTER ......................................:.........ASC-31 DA-22 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ........................................................ASC-32 DA-23 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE .................................................ASC-32 DA-24 GRADED CRUSHED STONES .......................................................................................Omitted DA-25 WEDGE MILLING 2° TO 0" DEPTH 5.0' WIDE ................................................................Omitted �`��rs8 ASC-1 �, :. � PART DA - ADDITIONAL SPECIAL CONDITIONS � DA-26 BUTT JOINTS - MILLED .................................................................................................Omitted DA-27 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX) .........................................................ASC-33 DA-28 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER .................................................Omitted DA-29 NEW 7" CONCRETE VALLEY GUTTER .........................................................................Omitted DA-30 NEW 4" STANDARD WNEELCHAIR RAMP ...................................................................�mitted DA-31 8" PAVEMENT PULVERIZATION ....................................................................................Omitted DA-32 REINFORCED CONCREI'E PAVEMENT OR BASE (UT)LITY.�UT) ............................. ASC-33 . . DA-33 RAISED PAVEMENT�MA�KERS..........�.....,......M1...� ..................,........�..,.....:.....................Omitted DA-34 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING .....:............... ASC-34 DA-35 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL............ ASC-38 �� h ��c��:.�� :�°��:�� :�:�,�"� �° ��;�t��a asa k� w�.. a� ac x ��« �3 .;�` � ,i.sa.� "„��lwm ,�� f vr.:,��"�. �. mnv,� a. .'�-:4'.�n,?x'� ,�3 � u R^ �/��"�/9�M ASC=2 PART DA - ADDITIONAL SPECIAL CONDITIONS � � �➢ � � � � J � � J 1. Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. � 2. Methods: This section specifies the approved system method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe ��Bursting/Crushing systems. Approved methods include: the PIM Corpora�ion (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS System), Calgary, Canada. Refer to INSTRUCTIONS TO BIDDERS for information regarding pre-approval procedures for alternative proce�ses. 3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sewer pipe by installing an approved pipe material, by means of one of the pre-approved methods set forth in Section A.2 of this specification. The process involves the use of a static, hydraulic or pneumatic hammer "mo�ing" device, suitably sized �to break out the old pipe or using modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through Z'1" and/or upsizing in varying increments up to 21". This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. 4. Quality Assurance: � The Contra�tor shall be cectified� by the particular Pipe �Bursting/Crushing syster►i� J manufacturer that such firm is a licensed installer of their system. No other Pipe Bursting/Crushing system other than those listed in Section A.2. of these specifications is acceptable. 1 � � � �m�xm� as�or�8 DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: a. Personnel directly involved with installing the new pipe shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be perFormed by a qualified representative as determined by the pipe manufacturer. b. Personnel directly involved with installing the new pip.e shall receive training in the proper methods for joint fusing, handling, and installing the polyethylene pipe. Training shall be performed by a qualified representative as determined by the pipe manufacturer. ASC-3 J � � PART DA - ADDITIONAL SPECIAL CON[�ITIONS 5. Submittals: Submit for review and acceptance, the following Contractor's Work � Plan and Drawings to the Department of Engineering (DOE): a. Shop drawings, catalog data, and manufacturer's technical data showing complete information on material composition, ptaysical properties, and dimensions of new pipe and fittings. Include manufacture�'s recommendation for handling, storage, and repair of pipe and fittings if damaged. � b. Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. c. Method of construction and restoration of existing sewer service connections., This shall include: � , , . 1) Detail drawings and written description of the entire construction procedure to install pipe, bypass. sewage flow and reconnection of sewer service connections. 2) Working drawings for information only showing sewage flow bypass, , and maintenance of traffic. :Contractor shall provide for continuous sewerage flow. Dewatering shall be the Contractor's responsibility. 3) Certification of workmen training for installing pipe. 4) Television inspection reports and video, tapes made after new pipe � installation. 6. Delivery, Storage, and Handling:. a. Transport, handle, and store pipe and fittings as recommended by manufacturer. b. If new pipe and fittings become damaged before or during installation, it shall be.. repaired as recommended by the manufacturer or replaced as. . r.equired by the Project Manager� at �the.: Contractor's� expense„ before proceeding further. c. Deliver, store and handle other`�naterials as required to prevent damage. B. MATERIALS: 1. Polyethylene Piping Material: The pipe and fitting material shall be high density, extra molecular weight (EHMV1� p�lyethylene pipe material conforming to ASTM �- D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe ' Institute) recommended designation of PE3408 and cell classification 345434C per ASTM D3350. The molecular weight category shall be extra high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. osiafii�s � ASC-4 ; �I 'J � �� I� I� � D 2. PART DA - ADDITIONAL SP�CIAL CONDITIONS a. The interior of the pipe s�iall be a light reflective color to facilitate closed circuit television inspection. b. The pipe material shall be listed by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 F and 800 psi at 140 F. c. The manufacturer's certification shall state" that the pipe was manufactured from one specific resin and shall state the resin used and its source. All pipe shall be made of virgin material. No rework, except that obtained from the manufacturer's own production of the same formulation, shall be used. d. Pipe supplied under this specification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard. Dimension Ratio (SDR) and minimum pcessure rating of the pipe�shall be SDR 17 - 100.psi. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. , a. The pipe manufacturer shall provid'e certification that samples of the D production product meets these specifications. The certification will state that production product has been tested in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TR-3. � � � C. � a � � � �gldtis8 D b. The pipe manufacturer shall provide certification that stress regression testing has been perFormed on the specific product. Certification shall include a stress life curve per ASTM D2837 and testing shall have been perFormed in accordance with ASTM D2837. c. Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. SEWER SERVICE CONNECTIONS: 1 2. 3. 'Sewer Service Connections: Sewer service �connections shall be connected, to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be drilled in the pipe the full inside diameter of saddle outlet. � Pipe Saddles: Mechanical saddles shall be made of polyethylene pipe compound that meets the requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and 6ackUp iplate. Mechanical saddles shall be Strap-on-Saddle Type as manufactured � Driscopipe or Tapping Saddle manufactured by DuPont, or approved �qual. Fusion saddles shall be electrofusion branch saddles as manufactur�d by Central Plastics Company, or approved equal. Connection to Existing Service: Connecti�ns to the existing sewer service connections pipe shall be made using flexible,couplings. All flexible couplings shall I ASC-5 -� PART DA - ADDITIONAL SPECIAL CONDITIONS conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer• Co., DFW Plastics, Inc. or approved equal. Backfill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to ,trench intersection and shall be in accordance with these specifications. The Contractor shall, upon request, permit the Engineer to take �elevations on .both the existing and new portions of the service connection pole to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be reconnected as directed by the Engineer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. � a. The Contractor shall bypass the sewage around. the section or sections of sewer to be rehabilitated. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downs�ream manhole or adjacent system or other method as may be approved by the Engineer. The pump and bypass lines shall be of adequate capacity and size to handle the flow without sewage backup occur'ring to facilities connected to the sewer. ' � b. The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the section of sewer during the execution of the work. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. PREPARATION: Bypassing Sewage: 2. Line Obstructions: If pre-installation (N) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion of the pipe bursting/crushing process, and . cann.ot be removed by conventional s�ewer cleaning equipment, then an obstruction removal� shall be made by the Contracto�, with the approval� of the Engineer. 3 a� �.��ti o�i��s Sags in Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORRECTED AS PART OF THIS CONTRACT. If the pre- construction television inspection ,reveals a sag in the sewer line, fhe Contractor shall be responsible for bringing the proposed sewer pipe to an acceptable grade without a sag. A sag is defined a's any sewer line segment more than 3 feet in length which ponds water iCa,the absence of sewage flow. The contra,ctor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging a sag elimination pit and bringing the bottom of the pipe trench to a uniform grade in line with the existing pipe,: invert or by other measures that shall be acceptable to the Engineer and the City. ASC-6 PART DA - ADDITIONAL SPECIAL� CONDITIONS a. Identification of Sags: Sags shall be identified by television inspection in the absence of sewage flow. If availatile, the Contractor shall be furnished television tapes from the City identifying the sag location. Flow shall be blocked at an upstream manhole and diverted to another sewer line or downstream manhole below the segment of pipe to be inspected. TV inspection shall be perFormed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to �the Department of Engineering for review. b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding material to bring the sag back to grade where access is available. For pipe enlargement methods, all sags identified on the pre- construction video tapes shall be corrected prior to commencing with pipe enlargement. In instances where sags are located under'existing structur"es, the existing sewer line may be relocated using open cut or boring methods. The Department of Engineering shall specifically review potential relocation's and evaluate the constructability, economics and engineering feasibility prior to construction work. c. Measurement and Payment: Measurement and payment to correct sags shall be per linear foot of pipe construction to correct the sag. For pipe bursting methods, open-cut or bore construction, the applicable bid prices in the proposal section shall apply. 4. Television Inspection: Inspection of the pipelines shall be performed by experienced personnel trained in locating breaks, obstacfes and service connections by closed circuit color television. Television inspection shall be in accordance � with the specifications contained herewith for "Pre- and Post- Construction Television Inspection of Sanitary Sewer Lines". L PIPE ENLARGEMENT SYSTEM AND PIPE INSTALL�TION: Site Organization: a. Insertion:.or access pits shall be located"such that theic total number shall be minimized and the length of replacement pipe installed in a single pull shall be maximized. b. Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. c. Equipment used to perform the work shall be located so as not to create a noise impact. Provide silencer reduce machine noise as needed to meet requirements away from buildings s or other devises to 2. Finished Pipe: The installed replacement pipe shall be continuous over the entire length of eacll pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, �s�a��a ASG7 � �,.f PART DA - ADDITIONAL SPECIAL CONDITIONS a�ro�rr�� 3 4. 5. varying wall thickness, pipe separation, other deformities. Replacement pipe with gashes, r�icks, abrasions, or any such physical damage whicfi may have occurred during storage and/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the construction site. The replacement pipe passing through or terminating in a manhole shall be carefully cut out in a shape and manner approved by the Engineer. The invert and benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. Pipe Jointing: a. Sections of polyethylene replacement pipe shall be assembled and joined on the job site •above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the � , manufacturer's, prj�ted instructions. • � � c. The butt-fusion system for pipe jointing shall be carried out in the fie1d by operators with prior experience in fusing polyethylene pipe with similar equipment using proper jigs and tools per �tandard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsibility of the Contractor to provide an acceptable butt-fusion joint. All joints shall be made available for inspection by the Engineer before insertion. The replacement pipe shall be joined on the site in appropriate working lengths near the insertion pit. The maximum length of -continuous replacement pipe which shall be assembleti above ground and pulled on the job site at any �one time shall be 600 linear feet. For situations where the replacement pipe is not pulled all the way to the manhole or if it is impossible to pull the missle all the way through, the following shall • apply: At the direCtion `of the Engineer, a 12"-18" full circle steel clamp shall be utilized to connect segments of the HDPE pipe. New Pipe Installation: a. Thread winch cable or chain and associated lines through_ sewer section to � be rehabilitated. Ke�p lines away from pedestrian and vehicular tra�c, b. Existing manholes may be used for launch and- receiv,ing access. Remove manhole invert and bottom as required. Pull winch chain through sewer section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe� is flush with the manhole wall. Lower hydraulic jack into the manhole and align. Insert new pipe by s%multaneous operation of the jack and winching the cutter and head forward. Anchoring New Pipe and Sealing Manholes: ASC-8' �J i#1 @l � � L'l I�I �� ,� ,J i�1 �J �� D � � � � � � � C� PART DA - ADDITIONAL SPECIAL CONDITIONS a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. b. Sealing the new pipe at manholes shall not begin for a minimum of ten (10) hours� after installation. Provide a flexible gasket connector in the manhole wall at the end of the new pipe, centered in the existing manhole wall. Grout flexible connector in tfie manhole, filling all voids the full thickness of the manhole wall. c. Restore manhole bottom and invert. Field Testing: a. Low Pressure Air Test of Replacement Pipe: .After• a manhole-to-manhole section of sanitary sewer m"ain has been pipe bursUcrushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs shall have three air hose conriections; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. Low pressure air shall then be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe. At least two minutes shall elapse to allow the pres�ure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: Carrier Pipe Minimum Elapsed Diameter (inches) Time (minutes) 8 4 10 5 12 . 6 15 � 7 b. Post-Construction Television Inspection of New Pipe: Refer to Special Condition for Post-Construction Television Inspection of Sanitary Sewer. � F. MEASUREMENT AND PAYMENT: � 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline to centerline of manholes. Payment will be Q made for the quantities measured at the unit price per linear foot for the various sewer diameters listed. � D�lA�I3$ »� ,. ,.,.. ASC-9 � PART DA -..ADDITIONAL SPECIAL CONDITIONS 2. Service Reconnections: Installation of sewer service connections will be measured for payment by each actually reconnected to the installed pipe. Payment will be made #or the quantities measured at the unit price per each listed: Payment shall include required excavation and backfill, saddles, flexible connections, and all other 'incidentals necessary to successfully reconnect sewer service lines to the rehabilitated sewer. Payment shall not include pavement replacement, which if , required, shall be paid separateJy. 3. Sewer Cleaning by Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item for Pre-Construction Television Inspection of Sanitary Sewer Lines. 4. By-pa'ss Pumping: The Contractor shall provide diversion for the flow of sewage around the section or sections of pipe designated for rehabilitation. The pumps . and by-pass lines shall be of adequate capacity and size to• handle all flows. Aal �costs � for by-pass pumping required during installation of the pipe sHall be subsidiary to pipe enlargement. 5. Subsidiary Work: Any damage to utilities and' property, resulting repairs, temporary service costs, etc. ,shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project anci no additional payment will be allowed. 6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to pipe installation. � DA-4 SLIPLINING: A. B. � �M �m� , os�a��e GENERAL: This section includes requirement`s to rehabilitate existing sanitary sewers by sliplining with polyethylene pipe. j MATERIALS Polyethylene Slipline Pipe: a. The� properties of the material shall be determined in accordance with ASTM D638. ASTM D638 shall be used to determine that the thermal butt- fusion joints are stronger than the materials joined. 1. b. The malt index of the polyethylene resin shall be determined in accordance with ASTM D1238, Condition E, and sh�'ll be equal to, or between 0.05 g/10 min. and 1.00 g/10 min. c. The density of the base polyethylene resin shall be determined in accordance with ASTM D1505 and be equal to, or between, 0.941 g/cc and 0.955 g/cc. d. The material shall be tested in accordance with ASTM D1693, Condition C. ASC-10 0 L, � � ,J � � � � � � � � � � � ■J � � � "osio�'i9� 4"s;yk aYc .� PART DA - ADDITIONAL SPECIA�L CONDITIONS ' _ _ e. Potyethylene pipe and �fi�tings may be rejected for failure to meet any of the requirements o# this specification. The sewer liner pipe and fittings shall be made of a polyethylene pipe compound that meets the requirements for Type III, Class C, Grade P-34, Category 5, polyethylene material as defined in ASTM �D1248 or ASTM D3350, and having a PPI rating of PE3408, and cell classification 345434D or E per ASTM D3350. A higher numbered cell classification limit which gives a desirable higher primary property, per.ASTM 3350, may also be accepted by the Engineer at no additional cost to the City. The molecular weight category shall be extr� high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedure with a typical value of 330,000. g. .Before beginning work„ the Contractor, shall submit for approval, the vendor's � specific technical data with the complet�� information on' resin, physical properties of pipe and pipe dimensions pertinent to this job. A certificate of "Compliance With Specjfication" shall be furnished for all ' materials to be supplied. The manufacturer's certificate shall state the pipe was manufactured from one specific resin and shall state the resins used and its source. All pipe shall be made of virgin material. No rework except that obtained from the manufacturer's own production of the same formulation shall be used. The City will run tests on field samples per ap'plicable ASTM specifications at an jndependent laboratory for verification of the required physical properties and characteristics. The number of samples taken shall be at the City's discretion. All samples shall be provided by the Contractor at no charge �to the City. The City shall pay all charges for all testing of the liner material if they are found to meet specification. All retesting of materials not initially meeting these specifications shall be at the Contractor's expense. h k. All polyethylene sliplining pipe shall conform to the sizes and 'Standard Dimension Ratio (SDR) requirements shown on the drawings. Lengths: Standard lengths shall be „used whenever possible, (40 foot sections). Where construction difficulties prev�nt the use .of standard pipe sizes, other pipe sizes may be specified. Pipes shall be joined to one another and to polyethylene fittings by thermal butt-fusion°in accordance with ASTM D2657 and ASTM D3350. Butt-fusion joining and site location, joining shall be performed within or outside the excavation. Joints between pipe sections shall be smooth on the inside and internal projection beads shall not be greater than 3/16 inch. The tensile strength at yield of the butt-fusion joints shall not be less that of the pipe. 2. Sewer Service Connections: Mechanicalj and fusion-bonded saddles shall be made of polyethylene pipe compound tha� meets the requirements of ASTM D- � . ASC-11 ' ' �, PART DA - ADDITIONAL SPECIAL �ON�ITIONS 2448, Type IV, Ciass C. Mechanicai saddles shall have stainless steel straps and fasteners and neoprene gaskets. Mechanical saddles shall be Strap-on-Saddle Type as manufactured by Drisco Pipe or Tapping Saddle as manufactured by DuPont, or approved equal. Fusion •saddles shall be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. , Saddles for use on PVC pipe shall be molded fittings as recommended b� the .PVC pipe manufacturer, �and shall conform to the requirements of ASTM D3034, SDR 35. C. EXECUTION Cleaning and Television Inspection of Sanitary Sewers: �leaning and television inspection of sanitary sewers to be sliplined shall b� completed per the requiremenfis of Special Condition for pre-construction television inspection. All material encountered �in the existing sewers shall be removed and disposed of by the Contractor. All video tapes shall be delivered to the City's representatives for evaluation prior to any sliplining operations. 2. Obstruction Removal: The Engineer shall determine where obstruction removal (due to dropped joints, collapsed pipe, roots, rocks, obstructions in the pipe which cannot be removed by the cleaning equipment or other reasons) will be required. The Contractor shall locate the insertion, pits at these obstruction locations whenever possible, and no additional ,payment will be authorized to the Contractor. When obstruction removal is required at locations other than insertion pits, payment fior the obstruction excavation at the appropriate Contract unit price will be authorized. . 3. Sewer Cleaning by • more than hydrauli cutting, as required. shall be made. Bucket Machine and Root Cutting: Heavy cleaning requiring a c jet cleaning shall be performed by bucket machines or root No additional payment for such cleaning and/or root cutting 4. Insertion or Access Pits: The location and number of insertion or access pits shall -- be planned by the Contractor and submitted in writing for approval by the Engineer prior to excavation. The pits shall be located such that their tot�l number st�all be minimized, and 4�he footage of liner pipe installed in a single pull shall be maximized. Before excavation is begun, it will be'the responsibility of the Contractor to check with the various utility companies and determine the location of the utilities in the vicinity of the work area. Damage done to utilities and the resulting repair, temporary service cost, etc., shall be borne by the Contractor. All excavations shall be property sheeted/shored in specifications for trench safety systems. Any damage shored excavations shall be corrected to the satisfactio compensation to the Contractor. �%Q�Y198 ASC-12 i� L� ■ Ll � L* ■ accordance with OSHA resulting from improperly � n of the En.gineer with no � � i� �� J � � .� J � �J ,� � � � PART DA - ADDITIONAL SPECI�4L CONDITIONS __ All open excavations shall be kept secure at all �times by the use of barricades with appropriate lights and signs, construction tape, covering with steel plates, etc., or as directed by the Engineet: ' The cost for bypass pumping if required around an insertion pit, from a manhole upstream to a manhole downstream, shall be included in the Unit Price Bid for sliplining. Excavation for insertion pits shall not be paid for separately, but shall be included in the Unit Price Bid for sliplining. 5. Insertion of Polyethylene Liner Pipe into Carrier Pipe: The existing sewer will remain in operation during the sliplining process whenever possible. Obstructions such as roots, large joint ofFsets, rocks or other debris, etc., that. would prevent passage or damage �to the other pipe sections must be removed or repaired prior to installing the new pipe. After completing the insertion pit excavation, the top of the existing sanitary sewer line shall be removed, where required, down to the spring line. A power winch cable shall then be connected to the end of the liner by use of a suitable pulling head, equal to the outside diameter of the liner. The pulling head shall be adequately secured to the liner and then. attached to the power winch cable so that the liner can be satisfactorily fed and pulled through the sanitary sewer main. Proper bumpers shall be provided in the insertion pit in order to prevent the ragged edges of the existing pipe from scarring the outside of the liner as it is pulled into the existing sewer. Precautions shall be taken not to damage the liner or break or separate any of the butt-fused joints. Sufficient time (a minimum of 24•hours) shall be allowed for the I,iner to return to its normal length assuming the �over-elongation is due to a higher temperature at the time of installation) based upon the average temperature in the sewer. The length of the liner pulled in any one segment shall be limited to prevent any backup of service lines which may result due to restricted flow through the annular space. Maximum Allowable Pulling Force. In order to ensure the integrity of the polyethyle.ne liner, the pulling fo'rce exerted on the liner shall be limited to that indicated on � the following table for the �ppropriate outside .diameter of the polyethylene liner: POLYETHYLENE LINE OUTSIDE � DIAMETER (INCHES) � 5.375 7.125 D 8.625 10.750 1,4.000 � 18.000 � 21.000 24:000 � �. � ogro'�i�a AS�C-13 MAXIMUM PULLING FORCE (TONS) 3.5 4.0 7.5 10.5 12.0 21.5 35.0 52.0 � PART DA - ADDITIONAL SPECIAL G�NDITIONS The Contractor shall use a suitable pulling head so that the pulling head and liner will separate from each other when the pulling force exerted on the liner reaches the amount indicated above. The pulling head design (including calculations) shall be approved by the Engineer prior to its. use. ' As an ,alternative, the Contractor may be permitted to use a measuring device (spring, gauge, etc.) connected to the pulling cable which shall register the pulling force being exerted on the liner. The pulling force shall not exceed those values indicated above for the applicable outside diameter of the polyethylene liner. The measuring device shall be approved by the Engin�er prior to its use. The Contractor may be allowed to push� the liner subject to the Engineer's approval. Care shall be taken�to avoid any buckling of the liner by limiting the stroke of the backhoe. Any portion of the line� damaged during this insertion process shall be c�# out and the liner rejec�ed. In certain cases, the Contractor,may be permitted to use a combination �of'pulling and� pushing to enhance the°insertion bf the liner. A liner that is permitted to be pushed shall not have an open end which can allow sand or other debris to be pushed into the liner. A pipe manufacturer's representative shall be onsite to assist the Contractor for the first full day of slipline pipe installation. 6. Use of Clamps and,Encasement for Polyethylene Pipe: Where excavations for the insertion of the liner are made between two manhol.es, the ends of the liner will be cut smooth, square to the axis of the liner, so that it can be joined in a Jvorkman-like manner. The liner shall be joined with a JCM Industries Type 108 or equal, all�" stainless steel (including bolts and lugs), full circle, Universal Clamp Coupling with a 1/4-inch minimum thickness grid type gasket. Clamps shall be selected to fit the outside� diameter of the liner pipe. Minimum clamp widths shall be selected from the following table: OUTSIDE DIAMETER MINIMUM OF LINER PIPE WIDTH OF CLAMP (Inches) (Inches)- 5.375 , 7.125 � • 8.625 _ 10.750 or �reater 12 15 18 ' 30 In all excavations where the liner is not within the existing sanitary sewer line (carrier pipe) cement stabilized sand bedding shall be installed. Visual inspection _ is required for approval of bedding before backfill is completed. 7. Testing of the Liner: Testing will be required after the liner has been installed in the existing sanitary sewer main. The first is a low pressure air test of the liner before it has been sealed in place at the manholes and before `any service reconnections have been made to the liner. The purpose of this test is to check the integrity of the . joints that have been made and to verify that the liner has not been damaged by inserting it into the sanitary sewer. iis��,a1�� ASC-14 � PART DA - ADDITIONAL SPECIAL CONDITIONS � a. Low Pressure Air 1'est Ptocedure: After a mfintiole-to-manhole section of � sanitary sewer main has been sliplined and pcior to any service lines being connected to the new liner, the liner shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold � against the test pressure without requiring external blocking or bracing. �� One of the plugs shall have three (3) air hose connections; one for the � inflation of the plug, one for reading the air-pressure in the sealed line, and one for introducing air into the sealed line. � ,J � � � � J � sJ � �] �;�� r � �ror�s8 Low pressure air shall then be introduced into the sealed line until the intemal air pressure reaches 4.0 psig gr.eater than the average back pressure resulting from any groundwater that may be over the pipe. At least two (2) minutes shall elapse to allow the pressure to stabilize. The�time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: CARRIER PIPE MINIMUM OUTSIDE DIAMETER ELAPSED TIME (Inches) (Minutes) 5.375 3 7.125 4 8.625 � 10.750 6 14.000 7 18.000 $ Lines over 18 inches shall be approved for payment by Visual and T.V. Inspection in accordance with Special Condition D-65. 8. S�aling Liner in Manholes: After the pipe has reached equilibrium the annular space between the liner and the existing .sanitary sewer main must. be sealed at �each manhole with a�chemical seal' and nonshrink grout. Oakum soaked in Scotchseal 5600 or equal shall be placed in a band to form an effectivewater-tight gasket in the annular space befinreen the liner and the existing pipes in the manholes. The width of the band shall be a minimum of 12" or one-half the diameter of the pipe, whichever is greater. It shall be finished off with a non-shrink grout placed around the annular space from inside the manhole and shall not be less than 6" wide. The chosen method, including chemicals and materials, must be approved by the �Engineer. The Contractor shall cut the liner so that it extends 4" into the manhole. The Contractor shall make a smooth, vertical cut and slope the area over the top of the exposed liner using non-shrink grout. The Contractor shall also use cementitious grout to form a smooth transition with a reshaped invert and a raised manhole bench such that neither the shape edges of the liner pipe, nor the concrete .bench, nor the channeled invert shall exist to catch debris and create a ASC-15 � ❑� o� orr�"8 0 PART DA - ADDITIONAL SPECIAL CONDITIONS stoppage. The invert of the manhole shalt also be reworked (smoothed and built- up) to r�atch the flow line of the new liner. The liner pipe shall be allowed to normalize �to ambient temperatures, as well as recover from any imposed stretch, a minimum �of 24 hours in the case of polyethylene, before being cut to fit between manholes and proceeding with reshaping and/or smoothing the manhole inv�rt. Sewer Service Connections: � a. Sewer service connections sHall be connected to the new pipe by mechanical or fusion methods. Once the saddle is secured, a hole shall be drilled in the pipe, the full .inside diameter of the saddle outlet. b, Gonnections to the existing sewer service connection pipe, shall be made ' . using flexible Femco. sewer connectors; or approved�� equal. Backfill at � service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and'shall be in accordance with these Specifications. ' c. The Contractor shall upon request, permit the Engineer to take elevations on both the existing and new portions of the service connections pipe to determine final grade and invert elevations. Elevation changes greater than 0.10 feet from the house� lateral piping shall be reconnected as directed by the Engineer. d. Service interruptions to homes shall not exceed 18 hours. MEASUREMENT AND PAYMENT 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed in the various diameters of sewers measured along the centerline of the sewer from centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters iisted. 2. ` Service' Reconnections:: a. Installation of sewer service connections will be measured for payment by each �ctually reconnected to the installed pipe. Payment will be made for the c�uantities measured at the unit price per each listed. b. Payment includes all required excavation and backfill, surFace restoration, saddles, f�exible couplers, up to 5' of service line, and all�apputtenant work. c. Payment for additional service line (over 5' at each service reconnection) will be paid for at the appropriate Contract Unit Price. Payment includes all required additional excavation, backfill, surface restoration, and all appurtenant work. ASC-16 ,� � I� � � .�� Ll �l �J � L'1 � � -�� J J PART DA - ADDITIONAL SPECIAL CONDITIONS � p 3. Television Inspection and Cleaning: Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of N inspection shall be measured as the total length of pipe actually cleaned and televised. This contract requires the Contractor to N in�pect the sewer lines twice, once before and once after construction. Pre- Cleaning and Television Inspection shall be paid at the Contract Unit Price for all pipe successfully cleaned and television inspected. The amount paid to the Contractor for Post Construction Television Inspection shall be the Unit cost times the length of pipe lined. 4. Obstructions: Obstructions such as roots, large offset joints, rocks, or other debris, that would prevent passage or cause damage to pipe and must be removed or repaired before installing the pipe will be paid for at the Contract Unit Price per obstruction removal. Payment shall include all excavation and backfill costs, pipe replacernent, surface restoration and appurtenant work required to .complete ea�h � obstruction removal. Obstruction located within �ten feet of each other shall� be included in only one obstruction removal. Trench Safety System, if required°, shall be paid for at the Contract Unit Price. Contractor will not be paid for obstruction removal located at'insertion pits. 5. Subsidiary Work: Any damage resultrng to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Repair and/or replacement fences, sprinkler system piping, and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing: All cost for testing'the replacement pipe by a pressure method will be incidental to the installation. DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: j � � � B. � � ° ��i�s 1. Furnish materials and nece�sary acce�sories, with strengths, thickness, coatings, and fittings indicated, specifi�d and/or necessary to complete the work. 21, °All excavation �shall provide,�n ope� area co�forming to the outside di�rneter of the casing and/or carri�er conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as stablished in the Specifications. 3. Work shall be performed i� accordance with the requirements of the City of Fort Worth Water Department, �the Texas Department of Transportation, or railroad company, as applicable. � MATERIALS: 1. Casing Pipe: Casing pip� shall be steel conforming to ANSI 636.10 and the following: ASC-17 `J PART DA - A�DITIONAL SPECIAL COND�TIONS C. �� d�iori� �� 3 a. b. c. d. Field Strength: 35,000 psi minimum. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). Diameter: As shown on the drawings (minimum size requirements). Joints: Continuous circumferential weld in� accordance with AWS D1.1. Carrier Pipe in Casing: Carrier pipe shall be as shown on drawings and as specified in the General Contract Documents. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to:3.cu. ft. of fine .� sand with�sufficient water added to provide�a free flowing thick slurry. EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than open cut, construction shall be performed in such a manner so as to not inte►fere with the operation of the railroad, street, highway, or other facility, and so as not to weaken or damage �ny . embankment or structure. During construction operations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been completed and then shall be removed from the site. 2. � Pits and Trenches: a. If th� grade of the pipe at the end is below the ground, surFace, suitable "pits or trenches shall be excavated for the purpose of cpnducting the jacking or tunneling operations and for placing end joints of the pipe. Wherever end trenches are cut in the sides of the embankment or beyond it, such work, shall be sheeted securely 'and �braced in a manner to prevent earth from caving in. b. The location of�the pit shall meet:the approval of the Engineer. c. The pits of trenches excavated to facilitate these operations shall be backfilled immediately after the casing and carrier pipe installation has been completed. Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed' by boring hole with the earth auger and simultaneously jacking pipe into place. a. The boring shall pr,oceed from a pit provided for the boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done using a pilot hole. By this method an approximate 2-inch hole shall be �' bored'the entire length of the crossing and shall be checked for line and grade on the opposite end of the bore frorti'� the work pit., This pilot hole ASC-18 � � �! J !J � � � � � � � � � � � � J J : g,. '�yor�a � PART DA - ADDITIONAL SPECIAL CONDITIONS shall serve as the centerline of the larger diameter hole to be bored. Other methods of maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated aterial shall be placed near the top of the working pit and disposed of a� required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to lubricate cuttings. � Jetting or sluicing will not be permitted. 4. b. In unconsolidated soil formations, a g�l-forming colloidal drilling fluid consisting of at least 10 percent of high gr�de carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. � c. Allowable variation from •#he line and gr�ade shall be as specified under paragraph A.2. All voids between bor� and outside of casing 'shall be pressure grouted. ' Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe, and bells from snagging on the inside of the casing, and to keep the inst�lled line from resting on the bells. b. All skids shall be treated with a wood pre�servative. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwis� specified. c. The Contractor shall prevent over-bellin� the pipe while installing it through the casing., A method of restricting the ,movement befinreen the assembled bell and spigot where applicable shall b� provided. i d. At all bored, jacked, or tunneled instal�ations, the annular space between the carrier pipe and casing shall be fill�d with grout.r Care must be taken that not too much water is forced into the casing so as not to float the pipe. The backfill material will not be required unless specified on the plans and `< specified by the Engineer. � - � e. Closure of the casing after the pipe h�s been installed shall be plugged at the ends of the casing as shown on ithe drawings or as required by the Engineer. , 5. Boring and Jacking Ductile Iron Pipe without Gasing Pipe: I a. As indicated on drawings and as re�uired and directed by the Engineer sewer shall be constructed of bore anc� jacked ductile iron pipe. b. When a casing pipe is not designated on the drawings, the contractor shall provi�le a casing pipe if necessary to�achieve line and grade. Casing pipe ASC-19 P/.�RT DA - ADDITIONAL SPECIAL CONDITIONS shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. c. . Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. 6. Tunneling: Where the characte'ristics of the soil, the size of the proposed pipe, or the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, `with the approval of the Engineer or railroad/highway officials. a, When tunneling is permitted, the lining of the tunnel shall be of sufficient �'� , strength of support the overburden. The �ontractor shall submit. the proposed liner method to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional erigineer in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the , responsibility for the adequacy of the liner method. �7 c. The space between the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. Access holes for placing concrete shall be space at maximum intervals of 10 feet. . D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open- cut will be measured by the linear foot of pipe, complete in place. Such measurement will be made befinreen the ends of the pipe along the central axis as installed. The work performed and materials furnished as prescribed by this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials required for installation, for all prepara4ion, hauling and installing of same, and for all labor, tools, equipment and incidentals necessary to complete the work, including excavation, backfilling and disposal of surplus material shall �be included in the Contract Unit Price as shown in the Bid, Propas.al. . ' � DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: A. GENERAL: Scope: This section governs all work, materials and testing required for the application of interior protective coating. Structures designated to received interior coating are listed on the construction drawings. The structures are to be coated, including interior wall, top and bench surfaces. Protective coating for corrosion protection shall meet the requirements of this Specification (and items DA-12 and DA-13) and the Manufacturers recommendations and specifications. �s.�ar�sa W^' aH Y ! ASC-20 � � � � � L"l � l*1 � Ll L'1 � � � � l' ■ � L' ■ � � J � � B. � � J � � � � � -. J � � 2. 3. �i. PART DA - ADDITIONAL SPECIAL .�OND1T10NS . , , . . , Description: The Contractor shall be responslible for the furnishing of all labor, supervision, materials, .equipment, and testi g required for the completion of protective coating of structures in a cordance with manufacturer's recommendations. i Manufacturer's Recommendations: Materials nd procedures utilited for the lining process shall be in strict accordance with manu�acturer's recommendations. 4. Corrosion Protection: Corrosion protection ma�i be required on all struct�res where high turbulence or high H2S content is expected. MATERIALS: I 1 2. Scope: This section governs the materials required for completion of protective coating,of designated structures. a � Protective Coating:. The protective coafing s�hall be a proprietary two component, 100 percent solids, rigid polyurethane syst�m designated as Spray Wall as manufactured by Sprayroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fill,ers, is manufactured by Raven Lining systems and designated as Raven 405. ' 3. Specialty Cement (If required for leveling on flling): The specialty cement-based coating material shall be either Quadex QM-�s as manufactured by Quadex, Inc. or Retiner MSP as manufactured by Standard CemPnt Materials. 4. Material Identification: The protective coatinglrriaterial sprayed onto the surface of the structure shall be a urethane or epoxy resin system formulated for the application to a sanitary sewer environmen�. � The spray system shall exhibit the minimum physical properties as follows: Property Tensile Strength Flexural Stress Flexural Modulus Standard � ASTM 'D-638 ' ASTM D-790 � � ASTM D-790 Long Term Value 5,000 psi 10,000 psi 550,000 psi , • 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be to�ic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is, �he responsibility of the Contractor to provide appropriate protective measures to,ensure that materials are under control at all times and are not' available to una thorized personnel or animals. All equipment shall be subject to the approv�l of the Engineer. Only personnel thoroughly familiar with the handling of the c�ating material shall perform the spray . coating operations and coating installations. � I� C. EXECUTION: !J � osxowisa . �� ASG21 PART DA - ADDITIONAL SPECIAL CONDITIONS m 1 � General: Protective coating shall not be instailed until the structure is compfete and in place. Preliminary, Repairs: � � a. All foreign materials shall be removed from #he interior of the structure using a high pressure water spray (350Q� psi to 4000 psi at spray tip). b. All unsealed lifting holes, unsealed step holes, and voids larger than approximately one-half (172) inch in thickness shall be filled with patchirig compound as recommended by the material supplier for this application. c. After all repairs have been completed, remove all loose material. 3. Protective Coatin�: , a. The pr�tective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall also be coated. b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 'I ) 2) 3) The surface shall be thoroughly cleaned of all foreign materials and matter. Place covers over the invert to prevent extraneous ma�erial from entering the sewers. If required for filling or leveling, apply specialty cement product to provide a smooth surFace for the coasting maferial. 4) Spray the urethane or epoxy onto the structure wall and bench/trough to a minimum uniform thickness of 125 mils �0.125 inches). Thickness to be verifiable through the• use° of inethods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. .. ., 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. 4. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES. �d:,�:. er�ca�is�' ASC-22 � : � � � !J � PART DA - ADDITIONAL SPECIAL G`�ONDITIONS . � ,� D. MEASUREMENT AND� PAYMENT: Payment shall be b�sed on the Contract Unit Price Bid per vertical foot, measured from the bottom of the frar�ne to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material te�ting required to complete the work. Pressure grouting, if necessary to stop active infil#ration prior to application of�the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structiare, if required by the Engineer, shall be paid for separately, as specified in Section DA-8, MANHOLE REHABILITATION. DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: A. GENERAL 1. J � J � � 3. ■I � 4. � �� Scope This ,section govems all work, materials and testir�g required for the application of interior manhole coating. Manholes designated fo� interior coating are listed on the Manhole Rehabilitation Schedule, listed in Part I. Interior manhole coating shall meet the requirements of this Section or of Section DA-1 Q, DA-11, DA-13, or DA-14. Description The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. Manufacturer's Recommendations Materials, mixture ratios, and procedures utilized �or the coating process shall be in accordance with manufacturer's recommenda�ions; Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Qua�ieX' QM-1s or Reliner .MSP) sprayed oi- trowelled on coating over the original� interior surFace. � B. MATERIALS 1. Scope � � � o�� N . �T: � This section govems the materials required fot completion of interior coating of manholes. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. ASC-23 3 4. PART DA -- �►DDITIONAL SPECIAL CONDITIONS Specialty Cement The speciaity cement•based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materiais. Material Identification The interior manhole coating maYerial sprayed onto the surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows: , Property Tensile Strength ' � � Flexural Stress Flexural Modulus Standard ASTM, D-638 ASTM D-790 ASTM D-790 Long Term Value 5,000 psi 10,000' psi 550,000 psi Mixing and handling of specialty cement material and interior coating material, which may be toxic under certain conditions shall be in, accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or�animals. �411 equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. , C. EXECUTION 1. 5. Mixing and Handling 2 3 General Manhole coating shall not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhple. Rehabilitation Schedule; is complete: . �• Temperature , Normal interior coating operation shall be perFormed at temperatures of 4(�F or greate�. No application shall be made when freezing is expected within 24 hours. Interior Manhole Coating a. � The interior coating shall be applied to the manhole from the bottom of the frame to the bench, down to the top of the trough. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. osiq�� ' ASC-24 + y:� y' � � 0 O a , , � O O � � � O .�p � � � � O � � J !J !I � � � �� 1}• The surface shall be thoroughly cleahed of all foreign materials and matter. Cleaning "shall be accompl'ish�ed by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surFace. 2) Place covers over the invert to pre�ent extraneous material from entering the sewers. 3) Apqly a minimum of one-half (1/2) inch specialty cement product (Quadex QM-1s or Reliner MSP) smooth surface for the urethane coating material. 4) Spray the urethane onta the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inch��). Thickness to� be verifiable through the use of inethods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). � � D. � � PART DA - ADDITIONAL SPECIAL C�ONDITIONS 1 Testing of Rehabilitated Manholes a. Testing of rehabilitated manholes forwatertightness shall be performed by the Contractor after operations are complete in accordance with Section DA-18. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from, the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for fumishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and Iower portion of a particular manhole, if required by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. D�►-13: INTERIOR MANHOLE COATING - RAVEN LINING SYS�EM: � A. GENERAL J �I � 1. Scope This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. 2. Description � bs'io��ss � ASC-25 U PART DA - ADDITIONAL SPECIAL GONDITIONS The Contractor shall be responsible for the fumishing of all labor, supervision, materials, equipment, and te'sting required for the completion of interior coating of manholes in accordance with the Contract Documents. 3 4. Manufactu�ers Recommendations Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. B. MATERIALS 1. Scope This section governs the materials required for.completion of interior coating of manholes. 2. Interior Coating Raven Ultra High-Build epoxy Coating, a finro-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement T,he specialty cement-based coating materjal shall be either Quadex QM-1s as a manufactured by Quadex, Inc. or Fteliner MSP as manufactured by Standard Cement Materials. . : 4. Materialldentification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case ' histories of � suCcessful use or defend the choice of grouting materials based on chemical and physical properties, ease of application, and expected perFormance. These grouting materials shall be compatible with Raven 405 interior coating. The contractor�shall be responsible for getting approval from Raven Lining systems and/or, the grout manufacturers for the use of these grouting materials. 5. Mixing and Handling Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All os�ior`isg ASC-26 PART DA - ADDITIONAL SPECIAL CONDITIONS equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. C. EXECUTION 1. General Manhole coating shall not be perFormed until sealing of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacement/repairs are complete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 4�F or greater. No application shall be made when freezing is expected within 24 hours. . 3. Interior Manhole Coating a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule listed in Part I. The i terior coating shall be applied to the manhole from the bottom of the manhi le frame to the bench/trough, including the bench/trough. b. The interior coating shall be installed in acco�dance with the manufacturer's recommendations and the following procedure� 1) The surface preparation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialty cement�based product (Quadex QM-1 s or Reliner MSP) smooth surfac� for th� urethane coating material. � 3) The surface prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a ' rninimum thickness of 125 mils (0.125 inch). ' 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for the walls. , 5) The final application shall have a minimum of three (3) hours cure time or be set hard to the touch, before being subjected to active flow. , 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side the manhole within 24 hours after application. 4. Testing of Rehabilitated Manholes X o �^,'F Q9/p1'�5� AS C-27 PART DA - ADDITIONAL SPECIAL CON.DiTIONS � a. After the epoxy lit�er has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surFace and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of coating thickness may be made by Owner's Representative, and the contractor shall repair these areas as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes forwatertightness shall be performed by the Contractor after operations are complete in accordance with Section DA-18 — VACUUM TESTING OF REHABILITATED MANHdLES. MEASUREMENT AND PAYMENT Payment shall be based on the� Contract Unit Price per vertical foot, measured itom the bottom of the frame to th� top of the bench. The Contract Unit Price shall be payment in full for performing the work and for fumishing all labor, supervisiori, materials, equipment all testing necessary to complete the work. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based' on the Contract Unit Price for each manhole actually grouted. DA-17 PRESSURE GROUTING: A. GENERAL 1. 2. Scope. This Section governs all work, materials and testing required for the pressure groi�ting of manhofe defects. Manholes or sections of manholes with active leaks shall be repaired as indicated in the Manhole Rehabilitation Schedule in Part I. � l � Description. The Contractor shall be responsible for the furnishing of all, labor, supervision, materials, equipment, and testing required for the completion of pressure grouting of manhole defects in accordance with the Contract Documents. � 3. Manufacturer's Recommendations. Materials, additives, mixture ratios, and procedures utilized for the grouting process shall be in acco►-dance with a ° manufacturer's recommendations. .. � � 4. Manholes. Manholes to be grouted are of brick, concrete, or fiberglass construction. p A. MATERIALS o�ior;�s 1. Grouting Materials: a. Urethane Gel Grout Urethane gel grout, such as Scotch-Seal 5610 gel or equal shall be a hydrophilic polymer. The chemical shall be mixed within the range of from 8 to 10 parts of water and shall contain a reinforcing agent supplied by the same manufacturer. The material shall gel and cure to a tough flexible elastomeric condition. When wet, the gel shall exhibit strength properties of at least 25 psi tensile at 150 percent elongation. The material ASG28 Ll � l�I � � D � D , � � a a D D D D D � D � � D � � _�� ° � ;09%:1?!98 � PART DA - ADDITIONAL SPECIAL CONDITIONS shall not change in linear dimension more than eight percent when subjected to wet and dry cycles. b. The chemical grout shall be applied so as to have the, grout material flow freely into the defects. Tb avoid any wasta�e of th� material flowing through the defects, a gel control agent may be added. The following properties shall be exhibited by the grout: 1) Documented service of satisfactory performance in similar usage. 2) Controllable reaction times and shrinkage through the use of chemicals supplied by the same manufacturer. The minimum gel set time shall be established so that adequate grout travel is achieved. 3) 4) 5) Resistance to chemicals; resistant to most organic solvents, mild acids and alkali. � � "� Compressive recovery retum to original shape after repeated deformation. The chemical shall be essentially non-toxic in a cured form. 6) Sealing material shall not be rigid or brittle when subjected to dry atmosphere. The material shall be able to withstand freeze/thaw and moving load conditions. 7) Sealing material shall be noncorrosive. a. A reinforcing agent such as Scotch-Seal Brand 5612 reinforcing agent or equivalent shall be utilized in accordance with manufacturer's recommendations. Any 5612 reinforcing agentwhich contains lumps must be discarded. Care must be taken to be sure that the pH of the water in the tank is from 5 to 9. As a precaution against the possibility of the pH being outside this range, take a small amount of water from the tank to which Gel Reinforcing Agent 5612 is to be added. Add a few drops of 5612 to this test sample. Scotch-Seal Brand Gel Reinforcing Agent 5612 should disperse ,readily. If precipitation occurs, drain the �tank. a;nd retest. Repeat . as necessary until dispersion occurs. If dispersion does not occur, do not use the water source. b. A filler material such as Celite 292 (diatomaceous earth) from Johns Mansville or equivalent shall be utilized. The addition of the filler material shall not exceed the quantity specified by the manufacturer, and continuous agitation of the water side of the mixture is required. The filler material may also be utilized as a reinforcing agent in accordance with the urethane, gel grout manufacturer's recommendations. 1. Additives: Grout additions may be utilized for catalyzing the gel reaction, inhibiting the gel reaction, buffering the solution, lowering the freezing temperature of the solution, acting as a filler, providing strength o'r for inhibition of root growth. ASC-29 PART DA - ADDITIONAL SPECIAL COND�IT�ONS � 0�/01%�8 2. Root Control: A root inhibiting chemical such as dichlobenil shall be added to the chemical grout mixture at a safe level of concentration and shall have the ability to remain active within the grout for a minimum of 12 months. 3. Material Identification: Contractor shall completely identify the types of grout, mortar, sealant, and/or root control chemicals used and provide case histories of s�ccessful use or defend the choice of grouting materials based on chemical and physical , properties, ease of application, and expected performance, to the satisfaction of the Engineer. 4. Mixing and Handling: Mixingr and handling, of chemical grout and forming constituents, which rnay be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. ,It is the responsibility of the Contractor.to provide appro�riate �protective measures to ensure th'at chemicals or gels produced by the chemicals are� under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval �of the Engineer. Only personnel thoroughly familiar with the handling of the grout rnaterial and additives shall perform the grouting operations. EXECUTION 1. General. Manhole grouting shall not be performed until sealing of manhole frame and grade adjustr�ents, partial manhole replacement, or manhole repairs are complete. 2. 3. Preliminary Repairs: a. Seal all unsealed lifting holes, unsealed step holes, voids larger than approximately one-half (1/2) inch in thickness. All cracked or deteriorated material shall be removed from the area to be patched and replaced with Octocrete, as manufactured by IPS Systems, Inc. or equal, in accordance with manufacturer's specifications. b. Cut and trim all roots within.the manhole. A Temperature. �Normal grouting operations including application of interior coating shall be perFormed in accordance with manufacturer's recommendations. a 4. Grouting Material Usage. Grouting of the manhole may include corbel, wall, pipe seals, manhole joints, wall to flattop joint, and/or bench�/trough. Areas of the manhole designated to be grouted will be directed by the Engineer. If entire manhole is scheduled for grouting, grouting shall include the entire manhole including corbel, wall, pipe seals and bench/trough. Pip� seal grouting shall include all pipe seals in the specified manhole and grouting of the specified manhole incl.uding the bench/trough to the maxirnum height of 18 inches from the crown. 5. Drilling and Injection: ASC-30 �� I� I'�� J PART DAc - ADDITIONAL SPECIAL CONDITIONS a. Injection holes sliall b� dnlled through the manfiole wall at locations indicated in the appropriate detail(s) in Part H. b. Grout shall be injected through the holes under pressure with a suitable probe. Injection pressure shall not cause damage to the manhole structure or surrounding surface features. Grout shall be injected through the lowest holes first. The procedure shall be repeated until the manhole is extemally sealed with grout. c. Grouting from the ground surFace shall not be allowed. d. Grout travel shall be verified by observation of grout to defects or adjacent injection holes. Provide additional injection holes, if necessary, to ensure grout travel. e. Injection �holes shall be' cleaned with� a drill and patched with a waterpraof quick setting mortar for brick and concrete manholes. 6. Testing of Rehabilitated Manholes. Testing of rehabili#ated manholes for water D tightness shall be performed by the Contractor in the presence of the Engineer in accordance with the requirement of Section �A-18, VACUUM TESTING OF REHABILITATED MANHOLES of these specifications. DD. MEASUREMENT AND PAYMENT� D If the entire manhole is grouted, the Contract Unit Price shall be per vertical foot grouted as indicated on the Manhole Rehabilitation Schedule included in these specifications or as required by the Engineer. J � J � � � � � Payment for grouting pipe seals, bench and trough, and 18 inches �bove crown of pipe, and grouting flattop to wall joint, shall be based� on the Contract Unit Price per each manhole rehabilitated as indicated on the Manhole Rehabilitation Schedule. The Contract Unit Price shall be payment in full for performing the work and �for fumishing all labor, supervision, materials, equipment, preliminary repairs and testing necessary to complete the work including grouting with urethane grout. DA-21 REPLACEMENT OF CONCRETE CURB AND GUTTER: Contractor shall replace all damaged existing curb and gutter, as designated by the �Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown• curb and gutter are as shown in Drawing No. S-S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. `osio��s8 ASd-31 � PART DA - ADDITIONAL SPECIAL CONDITIONS Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. if the contractor fails to complete �the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed,per blocli per day. The unit price bid per linear foot shall be full compensation for all materials, labo'r, equipment and incidentals necessary to complete the work. DA-22 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: ,This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S; S5� of the Standard Specifications. The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. DA-23 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE: The contractor shall remdve all existing deformed H:M.A.C. pavement and/or bad base material that shows surtace deterioration and/or comptete failure. The Engineer will identify these areas �pon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut vertically and all failed and �loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to include the surface-base-some sub-base removal for which the Engineer will select the necessary depth. The remaining good material shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to'a suitable dump site. After satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch, with "Type D" surFace mix. This item will always be used �even if no base improvements are required. The proposed H.M.A:C. repair shall match the existing pavement section or the depth of the failed material, whichever is greater. However, the p�tch thickness shalf be a minirrium of 2 inches. General�ljr the existing H�M.A.C. pavement thickness will: not exceed 6". Before the patch layers are applied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be appli�d to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift. Com�actions of the mix shall be to standard densities of the City of Fort Worth, made in preparation to accept the recycling process. All applicable provisions of Standard Specification Item Nos. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shall govern work. The unit price bid per cubic yard shall be full compensation for all rriaterials, labor, equipment and incidehtals necessary to complete the work. o�io'i°�rsa i4SC-32 PART DA - ADDITIONAL SPECIAL CONDITIONS ,. DA-27 2" H.M.A.C. SURFACE COURSE (TYPE "D" MIX): All applicable provisions of Standard Specifications, Item Nos. 312 "Hot-Mix Asphaltic Concrete" and 313 "Central Plant Recycling-Asphalt Concrete" shall apply to the construction methods for this portion of the project. Standard Specification 312.5 (1) shall be revised as follows: Th�, prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature i§ fifty (50) degrees Fahrenheit and rising, the temperature being taken in the shade and away from artificial heat. Asphaltic material shall also not be placed when the wind conditions are unsuitable in the opinion of the Engineer. The contractor shall furnish batch design of the proposed hot mix asphaltic concrete for City approval 48 hours prior to placing the H.M.A.C. overlay. The City will provide laboratory control as necessary. , The unit price bid per square yard of H.M.A.C. complete and in place, shall be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. DA-32 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY ClJT) The following specifications are for the fumishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. � A. GENERAL: , Reinforced concrete pavement or base shal� conform to Specification Item No. 314 herein except for finishing and curing. , B. FINISHING: The-reinforced concrete shall be brought to, a uniform surface by working with a wooden float. The surface shall be flush with the adjacent pavement and shall have a finish sirr�il�r to the surrounding pavement. The surface shall be even and shall provide a smooth ride. C. CURING: � The reinforced concrete pavement surfaces shall be sprayed uniformly with a membrane curing compound conforming to the requireme,'mts of ASTM C-309, Type 2, white-pigmented compound, which shall not produce permanent dis�oloration of the concrete. Concrete shall be allowed to cure for seven days or test cylinders reach 3000 psi before removal of barricades. D. EXECUTION: ', il Included in this item will be the rem Q,�al of the existing reinforced concrete pavement. The existing pavement shall be sawed sb� as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line��nd construction joints shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. ii � osiasr�8 ASC-33 PART DA - ADDITIONAL SPECIA 'L�CON.DITIONS The following work method wili be performed on each utility cut: 1. Place safety signs, �barricades and/or other waming devices where necessary and as required. 2. Replace pavement to nearest joint. 3. Mark out the damaged area with keel, chalk line or paint being sure to include all areas requiring repair. 4. Saw cut along marked lines a minimum of two (2) inches dee�. 5. Re�nove existing concrete. 6. Form joints and place reinforcing steel and Dowel Bars (as required) according to stantlard - specifications. . � 7. Place and finish concrete. 8. Clean up job site, removing'all debris. 9., Maintain traffic control devices to protect the area until the con�rete has cured seven days or concrete reaches 3000 psi compressive strength. E. PAYMEN'�: Payment shall be made at the unit price per linear foot as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment tools and incidentals necessary to complete the work. DA-34 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING A. GENERAL: I' Wh�ere known by the de�ign engineer, the locations of potentially petroleum contaminated material (soil) that may b encountered during excavation and%or construction activities will be shown on the plans. F�r all locations where material is excavated and suspected of being contaminated with�petrole,�m products, whether known or not, thes� special condition� are to be followed. The contractor is also to follow all applicable Federal. �State and Local regulations when handling known or suspect contaminated materials (soils). 1. WORK INCL• UDED a. Excavation, stockp�ling and testing of Potentially Petroleum Contaminated Material. b. Removal, testing, �d disposal of petroleum contaminated groundwater. c. Obtaining and payi�g for required permits. d. Hiring of qualified environmental professional consultant(s). Contractor will be required to submit t�e environmental consultant's experience and qualifications to the City prior to beginning work in areas of Potentially Petroleum Contaminated Material. osio�isa ASC-34 ��, �� ,l J � � J � � � PART DA - ADDITIONAL SPECIAL CONDITIONS e. Hiring of qualified environmental sampling professionals that will collect and submit samples to the applicable City of Fort Worth testing laboratory. The City of Fort Worth's Department of Environmental Management for coordination of laboratory testing. 2. REFERENCES a. All applicable OSHA regulatory requirements�°:°• b. All applicable Environmental Protection Agency (EPA) regulatory requirements. c. All applicable State of Texas regulatory requirements. d. All applicable City of Fort Worth (City) regulatory requirements. e. All applicable NIOSH standards. f. All applicable TNRCC requirements. 3. SUBMITI'ALS a. The contractor shall prepare and submit to the City's Department of Environmental Management, Senior Specialist in Compliance, plans for handling Potentially Petroleum Contaminated Material (PPCM) not less than 30 days prior to commencing excavation. � b. The Contractor shall take necessary precautions while performing this project. Contractor shall not commence PPCM work (1) Contractor's submittal for dealing with PPCM is reviewed by the City and (2) the plans (i.e., drawing and description) for D discharging any treated liquid into the storm sewer or sanitary sewer are reviewed by the City (3) and acceptable stockpile area is identified by the Contractor. � � � � � � � Q e. Contractor shall submit the name of his proposed qualified environmental professional consultant(s) and proposed PPCM Handling Plan to the City. The PPCM Handling Plan shall include the detailed sequence of construction including proposed excavation and handling methods, proposed carriers for contaminated materials, waste disposal site, and a list of any permits that may be required for PPCM handling or contaminated materials disposal. The above data must be compiled and arranged in a format that is acceptable to the Texas Natural Resource Conservation Commission (TNRCC). Contractor shall submit actual limits of PPCM exc vation, as prepared by his qualified environmental consultant(s) and testing lab. Contractor shall submit for review the proposed arrier pipe material to be used with the actual limits of PPCM excavation, including ipe gasket and carrier pipe coating or liner. B. PRODUCTS: 1. PIPE GASKET MATERIAL. Materials used within ttie actual limits of PPCM excavation, � including pipe gaskets, shall be resistant to petroleun hydrocarbon deterioration. 1 �. � , o�"�r``�e Y:a.:�e%:r k`.aau � EXECUTION: I ASC-35 PART DA � ADDITIONAL SPECIAL CONDITIONS ��lO(� 8 ��.��,� 1. POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Areas suspected of having petroleum contaminated material (soiis) are shown in on the engineering drawings. ' b. In areas other than those noted on the plans and where potentially petroleum contaminated materiais are eitlier detected or suspected, the City of Fort Worth and the Engineer should be notified imi�nediately and the work should proceed in accordance with this section. 2. SCREENING POTENTIALLY PETROLEUM CONTAMINATED AREAS a. Care should be taken during all excavation and dewatering activities to identify areas potentially contaminated by petroleum. b. When a petroleum odor is encountered during excavation or when there is visual evidence of potentially petroleum contaminated soil, the Contractor shall notify the Engineer without delay. c. The Contractor shall have retained the services of an environmental consultant who shall be present at the site to screen suspect soil with a photo-ionization detector (PID) or a flame ionization detector (FID). A reading of 20 ppm above ambient conditions or greater on PID or.FID fested soil sample will be considered potentially petroleum contaminated. The soul sample should be a recent sample from the excavation face. The sample should be stored in a laboratory supplied glass jar with a teflon gasket lined lid. The City of Fort Worth Department of Environmental Management will be notifed prior to all sample collection and submittal to the current testing laboratory identified by the City. The PID or FID tests should be performed in a confined location. Soils producing a reading of less than 20 ppm above �mbient will not be considered potentially petroleum contaminated. The PID or FID shall be calibrated according to manufactures instructions. d. Water encountered during excavation or dewatering shall be considered to be potentially contaminated if there is a visible sheen, a liydrocarbon odor, adjacent soil that appears visually to be contaminated by hydrocarbons or at any time the Contractor has reason to believe that hydrocarbon contamination � may have occurred. The Contractor shall immediately notify the City and the TNRCC wh�enever contaminated water is encountered. e. The Contractor shall contact the City whenever contamination from any source is suspected. 3. HANDLING POTENTIALLY PETROLEUM CONTAMINATED SOIL (PPCS) a. Contractor shall coordinate with the City to determine a suitable location for the stockpiling of contaminated soil. The following procedure shall be followed in preparing the chosen site: ASC-36 ■I � D � PART DA - ADDITIONAL SPECIAL CONDITIONS 1. Provide a diked enclosure lal-ge enough to hold ali material and�prevent runoff. 2. The diked area shall be lined with 20-30 mil plastic tp prevent seepage into the existing soil. 3. At the end of each work day, Contractor shall completely �cover stockpile with 20 mil plastic. During the day, the Contractor shall keep the stockpile covered, as necessary, to prevent release of contaminated materials due to rain or wind. 4. Sampling and evaluation of rnaterials will be ,perFormed at the Contractor's expense. (The City of Fo,rt Worth will .provide laboratory services) D b. PPCS shall be handled, tested, observing all standard chain-of-custody procedures and sampling. preservation and analy�es shall conform to published and recognized standards. D D D D � c. The �tockpiled PPCS shall be sampled and tested every 50 cu.bic yards for Total Petroleum Hydrocarbons (TPH) ,(EPA� 418.1) and Benzene, Toulene, Ethylbenzene and Xylene (BTEX) (EPA 8020). All test results will be forwarded to the City of Fort Worth Department of Environmental Management. d. Contaminated soil identified by test results will be disposed of� according to DA-27, Loading, Transportation, and Disposal of �ontaminated Soil. e. It is the intent of the City of Fort Worththat uncontaminated soils be utilized as backfill material, if the soils also meet the Type C or B backfill classifications. 4. HANDLING POTENTIALLY PETROLEUM CONTAMINATED WATER (PPCV� a. Water pumped from the excavation or from dewatering activities that has an oily � sheen, a hydrocarbon odor, or is otherwise suspect, shall be considered potentia�ly petroleum cqntaminated.. � � � � ■J � � �a�`io�is� b. PPCW shall be handled, tested, and discharged in accordance with the TNRCC's appropriate state regulation. PPCW shall be tested no later than 15 days prior to extraction. PPCW shall, if necessary, be treated in an appropriately sized oil/water separator, air stripper or GAC canisters. Contractor shall have his testing laboratory determine that the oil/water separator treated discharge is within the limits established by the. TNRCC's regulations before being allowed to discharge (discharge to �sanitary sewer). Contractor shall be responsible for furnishing the effluent test reports to the City. c. Alternatively, the Contractor may dispose of contaminated water, after appropriate pretreatment, into the sanitary sewer collection system. It shall be the responsibility of the Contractor to obtain the necessary permit(s) and to perform all testing required by the City of Fort Worth Pretreatment Services Division. d. All treated water shall be discharged into a Contractor supplied Frac Tank, sampled, and analyzed before discharge into the sewer system. ASC-37 � PART DA - ADDITIONAL SPECIAL CONDITIONS e. The product that is recovered shall be disposed of in accordance with all applicable regulations. Any phase separate product recovered from the oil/water separator and air strippe� shall be transported in accordance with , Department of Transportation rules and regulations for flammable products. 1Nhen transporting product for disposal, transportation shall also be perFormed by a licensed carrier. The �Contractor is responsible for proper manifesting of the material from the site to the waste disposal facility. Completed Manifests shall be returned to the City Department of Environmental Management within 90 days of shipment. 5. HANDLING VAPOR CONCENTRATIONS a. In order to maintain safe working conditions, the vapor concentrations should not exceed 20 percent of `the Lower Explosive Limit (LEL). During construction, measures should be taken to maintain LEL levels below 20 percent in all working areas. b. To monator vapor levels and oxygen levels a combustible gas indicator (CGI) with a LEUOZ meter should continuously operate in the woYking area. The CGI should be properly calibrated and should have an alarm that sounds if 20 percent LEL is reached. Monitoring data from the GCI should be recorded periodically to determine if ventilation or other methods are effectjve. In the event local health and safety agencies require more stringent monitoring, the local regulations must be implemented. D. MEASUREMENT AND PAYMENT: Payment #or handling PPCS, PPCV�/ and Vapor Concentrations, obtaining and paying for any permits required, hiring the services of a qualified professional environmental consultant(s), environmental issues, stockpiling and all issues included and incidental to this section will be full compensation for all labor, equipment, materials, and supervision. Measurement and Payment for this section will be per linear foot of trench excavated where the excavated material is handled as a contaminated material. No separate payment will be made for handling of contaminated water, vapor concentrations, sampling, stocicpiling, etc. DA-35 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL A. G�NERAL: This item has been established for the loading, transportatiqn and disposal of contaminated soils in a State of Texas approved disposal site (landfill) to handle special wastes (petroleum contaminated soils). A bid item has been established in the proposal for the proper loading, transportation and disposal of the material to a designated site and the quantity established is the engineers best estimate of the quantity that may be removed. This quantity may vary depending upon actual conditions and `testing results. The unit � price bid will not be increased regardless of the actual amount of material disposed and may be decreased if a larger volume of material, than that listed in the bid proposal, results in a unit cost reduction for disposal. B. WASTE MANIFESTS: � ��ori�. �� ASC-38 ,.- � � � PART DA - ADDITIONAL SPECIAL CONDITIONS J � #1 � � � Any and all non-hazardous liquid and petroleum substance waste removed from the site of generation and transported for treatment and/or disposal must be accompanied by a waste shipment record/manifest detailing required generator, transported, destination and waste description information. These results may not be uniform throughout the entire site. For all petroleum substance waste, the waste shipment record utilized shall be the TNRCC PETROLEUM-SUBSTANCE WAST� AFFIDAVIT (Form T1NC-0332). The Contractor shall be responsible for,obtaining, originating and maintaining manifests in accordance with federal and state laws. The Contractor shall sign themanifests forms as. Independent Contractor to the Owner. AUTHORIZATION OF PAYMENT FOR REMOVAL TRANSPORT AND TREATMENT / DISPOSAL OF WASTES IN CONTINGENT UPON RECEIPT BY THE ENGINEER OF FULLY COMPLETED AND SIGNED MaNIFEST FORMS that are in agreement with regard to the type and amount of waste removed from the site and received by the treatment/disposat facility. The Contractor shall immediately resolve any manifest discrepancies. Completed Manifests shall be retumed to the City Department of ,Environmental Management within 90 days of shipment. � . � � C. MEASUREMENT AND PAYMENT: � Payment for this item shall be made per in place cubic yard of contaminated soils that are loaded, transported and disposed of in an approved special disposal site. No separate payment will be made for loading, transportation and disposal of contaminated ground � waters collected; these costs considered subsidiary to D-26, POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING. The proposed landfill shall be included in the Contractor's bid submittal and approved by the City of Fort Worth � Department of Environmental Management prior to contract award. Contractor shall be responsible for all landfill costs, including, but not limited to landfill fees, transportation costs and landfill operator requested analytical testing and waste characterization. � � !1 J � � � og�aa;�a ASC-39 �..�..x�.,� J � � � � � I � � � � � 1 � 1 1 1 1 1 1 PART E SPECIFICATIONS EASEMENTS PERMITS �j � � � !J � 1�� D � � SECTION 1- SECTION E SPECIFICATIONS (January 1, 1978) All materials, construction methods and procedures used in this project shall meet the General Contract Documents and General Specifications, together wit� any additional material or construction specification(s) or later revisions(s). (See revisions listed on this sheet). Sections E1, E2, and E2A of the Fort Worth Water Department General Contract Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official record of the City of Fort Worth. INDEX E1 MATERIAL SPECIFICATIONS E2 � CONSTRUCTION SPECIFICATIONS � � E2A GENERAL DESIGN DETAILS Revisions as of Apri120, 1981, follow: E1-2.4 Backfill: (Correct minimum compaction requirement to 95% Proctor density and correct P.I. values as follows): C. Additional backfill requirements when approved for use in streets: l. 2. Type B Backfill (c ) Maximum plastic index (PI) sha11 be 8 Type C Backfill (a) Material meeting requirements and having a PI of 8 Dor less shall be considered as suitable for . , .. com�action be jetting. ,. . � � � � J (b) Material meeting requirements and having a PI of 9 or more shall be considered for use only with mechanical compaction. E2-2.11 Trench Backfill: (Correct minimum compaction requirement wherever it appears in this section to 95% Proctor density except for paragraph a.l. where the "95% modified Proctor density" shall remain unchanged). !1 i� � 0 � '� �� J J D � � J SECTION E100 - MATERIAL SPECIFICATIONS MATERIAL STANDARD E 100-4 JANUARY 1, 1978 (ADDED 5/13/90) E100-4 WATERTIGHT MANHOLE INSERTS E100-4.1 GENERAL: This standard covers the furnishing and installation of watertight gasketed mahhole inserts in the Fort Worth sanitary sewer collection system. E100-4.2 MATERIALS AND DESIGN,: The manholes insert shall be of corrosion-proof high density polythelene that meexs or exceeds the� requirements of ASTM D 1248, Category 5, Type III. , a. The minimum thickness of the manhole insert sha11 be 1/8". � c. The manhole insert shall have a gasket that provides positive seal in wet or dry condtions. The gasket shall be made of closed cell neoprene rubber and meet the requirement of ASTM D 1056, or equal. d. The manhole insert shall have a strap for removing the insert. The strap sha11 be made for minimum 1" wide woven polypropalene or nylon webbing, with the ends treated to prevent unraveling. Stainless steel hardware shall be used to securely attach to the insert. e. The manhole insert shall have one or more vent holes or valves to release gasses and allow water inflow at a rate no greater than 10 gallons per 24 hours. � E 100-4.3 INSTALLATION: D . . a. b. D D D � � D The manhole frame shall be cleaned of all dirt and debris before placing the manhole insert on the rim. The manhole insert shall be fully seated around the manhole frame rim to retard wa"ter from seeping between the cover and the manhole frame rim. E100 (1) � � L � � �. � � �� ,��..r r c. o � ,�� i� � . � '' / i� �' � �� , _ _ ,� . �i . i� \ �� . i, .•ri •b•:�a�'::rr:s�� . E.�/$C /�eiQ/' i�Ol/�/ ' � ;� � SQ� �Q/'di/ fc� �J '' TQn��. St�'vic¢ .; I`/a61�\.Ytt�L1�L�' • ` ; � Cann ¢ c�`io n. w � � �f{t'PNtiWlJt'.PfJ 1 ,� . ` �1 tl _ � ,;., � � . , . ,;� oQ �; � y � - .[�T:1 ssvrr�rrr�i � � •�i � • � , ; , ' • 11 iC ,, � � . , _ �, �ti � � . ;` .� �� ,� ,� ; � .vluu�i:s� . z .4 [�:s, �*::sz-�sl� � �"`�. � i� bC e h Q t�3, ;; � i Q� � b . �, �e � e . �� i� b� � � �; � � � � �'=f <tlL1� � � _ �t1� 1� 11 [� y ss v�n�irisssz; � � � - ;; � e „ . „ ,. ,� -- . ,; . � � Fi5! Ou/�t � � Tem,o. .:i /�S�t ��%ei/ !'or � . k�i/=t/' Supp�y : • � oi� CnD1a�}y _ . �.�';1.e1:,/y�•♦ �. .�d,�• � :�� , - �� ., -.� .�i�'� � , -��;.�'••�?'�x c 3-,:�-,� ��I�. Sa�v�ca •� ,. � 2" G�/K ,oi;oa i� � � � � �, � �� ! i �� C1TY WATEa OEPAR i ta�EN7 � F'ORT WORTH. TEX�S E.risf CD. � � rr.��,�� A� - . � f'��'A�� L� �0 l.�T � F'/GU�� 1 � � � �i ! . .... � , . ��" ry�' �rr . •••� . , ::. r 1 of�' ' :;�:�::; ` � r�i � . �� p;pa •: : �::': � 2�G'� . ''�`%�'�r'�• ... :. :=•: :�,�,:'� � ••�'•:•� ti:� �. � .. ��;r '�� •�'t ( •tf �i,t �� t�.f • � rY��Jtt• • .. s; ��'��• { � f.a } �.; � . ti,: •� • . a � �i; :i.t�i` r„�� •�' ; M • v : � � � i. ;��!'�:�i:a,'•; ��,J► � , • • � � � •i •�•a�.•r,•• A' •1• ' \ 1:.'.` ........ u � � ��"+.� � �� ' F:� �, r s<<%/C'� , / ::}.F � �`st Co�,ps �E ra4 hrad ra�tor t�'v� �! � � ''' Con��ar �a�drd . . � t�artc f'�t .9 ..•. •' �s rsQui/'¢dt s.�� ` �S ✓f�j t� d8 p�;,� $id9 : E�rrs • Qus,� o� ,. �a N rQ�o�ad bY � f„�,,, , �,.�✓� h a Bss -�`•'�'�/a>a�o�ss. .�ro j,,, by�e// b¢ Ci1Y�Rt�rio�'f SQrvice tor f+� �°d;�'by Co��d� . r �8 , � . ' ' ' P AR� �£N� . . � PJ� X p, 5 • �� r�' ,�, d D-- Q G�ZY w�W�FtH� TE Q+� " f 0� �' � �f � �� i"� � � v�� F�� _ , , �/ �, V , �'�' �f , 9� , __ i D I � .j6 "MAX �; . ,� � ' � . � _ . . / Ccv�e .r = . � Z M G�/K AijJQ, . . � , !�,and �'. � . �, .S j,�ww'�1'{� � ' ,T .~�Y �7i • EX/d% � " .. f I�Ii�//i9� ' �' _ . � •�1�� ,�1(:;'y!!�•:;�If'1 ��1j��- . 'R+:�. � � . . sr��d, f:�;shad 2 �6. . � . _ . /S�fr%o/'in9 f'a/t. .�G 1✓ida. � • . . � �� . � , • •' i , � ' � �i�. . . ... .�� _''� . . \ � � ' ei' . � f �� CITY WATEa DEPAaTMENT •� I '� . fOF�T WOaTH, TEXAS 4 ��-�-•�s�c�-io� c�o s5s�� - �� r,� i� � F/�U�P�' 3 �� ; �� - 0 :. _ _� �;. D+'' I � � � Ty�e 'C ' o� "� aacX�� -- /�ROPOSED p,QYEO ST�PEE T (Bened�h Fu�u�t Por�n90n/y) IF��7I, � . , � . • ..• �. • • aul'//! ,�, •. •� .`��1'.�. • �' • . , , . . --�:• . . ' '---� i�' Sarrd �1Q�erio! ' '�' Embtdm�nf a ;• Jnc�ude�d I� llncar F�o16i� A�ice oll�ipa. t,^,�SE 1: �RDAdSEO A�tV�Q STREEt H.T.S. 0 � . � ' . . EXISTING P,4V�D STREET � . ' Street AcvinQ . � � �� :�: ., , _ . .,.. . , ��:.-�s�. .-'� �i� i �� •..� ir'� � 1w�iiwi ��Z��.i :� I. � •. C � � u Cvr6 �'Grrtt�r �n�d/cr Side�ro/k l�lOTE : �° ., ShQI18��y1f�mQ�,ly If h/ilhr'n � Pa vement R�pci� ls Rr� !.5 f�et � A�ar»inc� Qi�r diQ�r�eter , . L�near Foot AQsls, I�3arin9 2 � hrid�h is llsua�ly On� Foat �o�h �� , (2fcejl yin.) jo Tht gof The P�p� Sid�es of Tren�ch,f�or�rre�Uj��r ........ _� . 3 � And �S R�pl�cPd as Di�etted �by I Po��ioa c� T�ench k�i�1� Shatl ,� :; �� 9 s Th� �'rryineer. ,� - � ;'= � Sc�d Mc�e��e/ n' ( Gbjarrnined byC�r! c�ar. M. ..- :_ � ;ti' £rrr,b�dnitn j � :�t� ; ,•: Inc�ud�d ln 1 irkQ� Fcb1' B%d P�ic• Qf Pipe. CASE 2: E'Xrs riNG P,a vE�o SrREEI' k. r. s. � -- - -- -- - -.. _�_._..__ - --�- � � ,E"XCA VA 7'ION, 1�A CKF/L L A N/� PA VEMEN 1' REf'A/R ' UIVDER p�o�oSE,O OR �EXIS T/NG STRE'E TS F/GURE A, Re��spd 4• 9-�z � � D., 1 D � � � � 1- U � D � � �_ 0 � � � 1 � J� � � � � U ► QI � � PavEMENt � 4 SHal.t� gE HUi oR CO�D MIx ASPHA�T, RO�LED 2' M(NIMUH i�i�i�i�i�i�i�i�'i�.��i�i��'�'t�i��i�i�i�i�i��i�i�i��`1�i Y�i�i�i�� v// �// �/ �/ �/ �� / //� ` � �c ��% /� �/��/��/��%/� . • �_. , / ,// �/� i/ . � . •'�' t •1�� • •fi MIN. 6' COMAACTED i'I.EX-BASE MATERIAL . EXIST. BAS� . � m ' ' ' ! '' .: , � �. '�� , � EXCAVATED NAT .. . . ERIAI. SHALI. C�NSIST '. : . . ` ; . ' .. .' . � ; : � _. � . Of HATERUit. fR£E Of' THIN OR . �SAND MATERIAL-- ' • :'' '. ' ; .� �' .EL�NGAf�D PIEC£S. RQCKS, I.UMPS pf .= � . . - , . :. . . CLAV, SOII„ ION� �R vEGE?ABIE MATTER, �, � : . ' , � .' � . � 1'-6• MAX1Hl� �GRANU[.AR ��":;��N::�-':� �..�:t`�";:'. EMBEDMENT ��'�''='- ^-.�:°'=::�:`.� '� = ' � �- , �,. ��t,.� � � ,. .. ,: -; :: Ya't Q ..�y.�s. t . . �,�:; Q 'ot v:'�t . ,1�� 1� ..;�tir�� • ..J��.ity� •��tj''�.;}. . w :� � � •�i:�: w y �«' • • • • • �- .'. '�'� .: ��'y�1i�i'Z �'*.� ��S �•. �1�I..� , ..L. i� �.!'�'�� • .�!'w�•.itii�.� .L v11M;�.�.�v `� :i1�• �q •.i.N *?' . 1 � o� �i�.': �. . u � INCLUDED� IN LINEAR FOOT BID PRICE OF PIPE. . CASE 3� EXISTING PAVED STREET T+� BE REC�NSTRUCTED EXCAVATIC]N, BACKFIL� AND PAVEMENT REPAIR UNDER PROPOSED C1R EXISTING STREETS : FIGURE A NTS � SHEET 2 �f 2 APRIL 20, 1995 .! C.c_�i�l�n.c.�:.(� liCi�TUNiT[ CLnY —� _•-�-.----- C)F1 :)..2:� ;.c�I��CFtCTE "_ _— _— � �------- � I———————-1 3 I———————-1 � - - - - - - - - � SEWER MAIN �-------- /_ r� � _ _ _ _ _ � y � � _ _ _ _ _ _ _ _ � � � � � � _ � � � � � _ _ � _ _ _ � � . . . � . . _ ...�,�� _ _ � � � � � �.�.. f ,.:�! � . � . . � EXISTING GROUND b!INIMUM .TRENCH ' V�IDTH — PIPE OIA. + 1' CLAY DAM SECTION CLAY DAM PROFILE COMPACTED BENTONITE CLAY OR 2:27 CONCRETE UNDISTURBED SOIL CLAY DAM CONSTRUCTION �.7 � r] f1,�7 . � �� 1 .� �; �� _. , .� �, , Q �! =5 � C� p 8'-O" � 5'-6" � ,�-'Logo Green i--lyhlte �� ; _ �� - , ' . �.'"a�.T.�. ,'V�A�1':��. � 1 il �1 L1��1 r � .� -Logo Blue . i i ��i .�// I/, _ ,� 1 � ��--Logo Green i I �-8'x4'z 1.�2" J Plywood I —` Forfi Worth;. � �� : Water- � i�--Logo �ree:� , / � Department�� .I i ► j �) fi" Radlus �--Logo Green Wlth � N� TYPI�gf Whlte Letters . � /� �✓�V A w� /�� /r ��` PROJECI" SlC� Flgure 30 : : : • Q � � '�7 G7 O C� �! C� � � C� � 1'-6' 4 � . = �_ . . �� , � e GENERA L NO TES: � LogoBluo- Tnemec 'F/ord' (BA221 Or E�� Logo Green - Tnemec 'Agean Ses" (AW2? Or "Emerald' (AV221 Or Eque: Lef[ertng Slzed To Fit Sce1e 3/4 ", 1 '-0' E2- 1 Construc!!c D CLEANOUT WlTH BOX DAND LID STD CLEAN/NG WYE D F/NISHED GRADE ��\��\�� ' \ . I. . . . . . . , .. . . . ... .: pSEWER PIPE ' � � � � � � � ' � � � � � � _ w �� W w o �? � lv J � 0 FlNISHED GRADE ' � ///,��\�////.��\�/ PLUG � .. � : , . . � . . � . . . . • . . . . .. .. .. .. . . . . . .. .. � � ' ' . � ' ' ' -- ------------� � � .'..' .' ' � . I , . . . . . . ,< D!P FOR STACK ' ' � . . . . � . . -- ------------�� R , , ` _ ' ' : . . . : . ' . ' , . : . • . ' . . ' : . . ' : � . EXIST/NG SERVICE _ u : UNE � ' �� I : . . ' � 6' MlN AT BOTTOM . . . . D � : � . . : ONLY SPEC/F/ED ADAPTER . . . � . . — 45' BEND COUPLING D \� � : � � ' ' � � . : � \ TYPE 'C" OR "B' BACKFILL , �j. � � .. .:% � . ; � o . � � s • ' � . s •• . e � \ � � ' � �� " ' ' \ NEW SANI TARY SEWE'R LINE D � '" � j WITH STANDARD EMBEDMENT \ � PER F/�. l09 D ��.�� ..,�� ..�� ..��% CROSS-SECTION OF SEWER AT SERVICE CONNECTION U D . � ' ,. . . . �� , � DlP TEE FITTING ..��..� ( � .. . 1 1 I a . . .. :..:�.�� .�. _ . . . � ,,,. ., � ,. . . � . � . . . , . . .. . : . �� , � �. � .� . � � : . � � . . � .� �. � .� . � � .� �: � .� .: � . � . ..� , ,� .............. o � � � , .. .. .. .. ... .. ________ . . . . , , � ._., -- --- -� • , . i . ��. .:; , ;; _ _.�_ _�---�� _�._ _.�.__ � . '. . . . ' � . . ,. . . . . . V , . . _ , .. . , . -- EXlSTING SERVICE .� r � � � LINE � � ' � � ' � � ' � ' ' � ' ' � � � � � � ' ' � ' ' ti �. • � I '' • . z . . , . , i D '. • •' i .. • ., 3 WW � i p �2 . . I . . � • � W� � PLAN VIEW � CH/MNEY SERVICE D�NOT To 5�� __ _._ __ ___ _....._____ __. ._. __ __ � �j� J � ,� .� � J APPEl��DIX A EASEMENT DOCUMENTS 0 Six Copies (in 3-ring binders) of all the right-of-entry easements � (temporary construction and permanent) obtained for this project are available for examination at the plans desk of the Department of Engineering. Bidders shall be provided with copies of any 0 right-of-entry or easements upon request. The terms of all Special Provisions or Conditions for easements shall be applicable. The � responsive low bidders(s) will be furnished with a copy of Appendix A after awaxd of contract. Bidders shall not remove any Dof the 6 copies from the plans desk. � Q D I 0 � � � D D D UYcv�nuy l'rrsina. � �b.��l.•�rl To: Thc ('il�' uf f�orl Woi1h DGririmc:nl of f?n�;inccrinl; I�►tl�l'fhrockiuoiyon S�rcc� Pcii7 Worih.'Tcz;�s 7(�1c12 c/o Mr. �. Dou�;l,�s Radcncikcr. I' I'. Af'f'ROVAL. � � Pcrmil I! 22(1-SS-21 I -9R I1��• Nct. I-iQ M;iiiucn.incc Scclion No.O�l ('otmlv: Tarrilnl I)alc: JuIY 27. IH9R Thc Tc�as Dcp�irlmcnl of '1'rans�x�rl:ilion l'I'sl)O"I'1 ofl'cn no o�jcclion lo Ihc locatiou on Ilic ri�;hl-of-waY of your proposcd �!2" ,Sanil�rrp .1'c�nc�r l.inr rnillr .S.!" ,tilc�el ('asi�i�� ;is slio�rii b�� acconip:ui��iiig dra�ti�ings and noticc d.ilcd .f unc 211. I')�)K cxccpl as nolcd bclow. Reyr�irenre�nl.�•: �ruJJic cmrUn! de��ice-s .�•liull hc• in stric•1 �icrurdnnce ivi16 !/ie 7�:rrr.�• M�rnr�n/ nn Uniform '1'rc�J'Jic Cuntro/ llc�vire�s. Your aticntion is dirccicd to go��crninR la��s. cspcciall�� lo Articic GG7�w-L Vcrnon's Annotatcd Civil Stalutcs of Tcx�is, pertainin6 lo � Conlrol of Acccss. Acccss for scn-in� ihis instaUa�ion slti�ll bc limitcd to acccss ��ia (a) frontabc roads wl�crc providcd (b) nc�irby or �idjaccnt public roads or slrccts, ti lrails along or ncar thc hibinvay ri�l�(-of-way lincs. conncctinb oiily to an inlcrsccting road: froni am� onc or ,�II of which cnW m.�v bc n�adc lo tl�c outcr portion of Ihc hi6l�way ribhl-of-wa}� for normal scn�icc a�xi maintcitiuicc operations. Tlic Owi�cr's ri�;hts of acccss lo ll�c Ihrough-trsiffic m;�d��;i��s and r.ini{�s shall bc suhjcct �o tl�c samc ndcs atid regulaGons as apply Io tl�c Dgcncr.il public csccpl. Aowcvcr. if an cmcr�;cnc�� siluc�tion occurs ,�nd us�4�l nic:�i�s of acccss for nonual sen�icc oper�tions and will not pernii� �hc imutcdiatc-stcUon rcquircd b}� lhc lJ�ilih� ,O��ncr in n�alciitb cn�crgciicy rcpairs as rcquired for Uic s��fcty and ��•clf.trc� of tl�c • public. U�c Ulility O�+�ncrs shall h,i�•c a �cn►poran� right of acccss lo and frou� tlic 1lirough-tr<�fCc roadw�tys and ramps <is ncccss�ul�'to D accomplisl� tl�c rcquircd cnicrgcnc�� rcpairs. pro��idcd TxDOT is inintcdiatch� noti(icd b�� Uic Utility Owncr whcn such rcpairs arc initiatcd and adcquatc provision is madc by U�c Utili�� O�ti�ncr for convcnicncc.�nd safct�� of I�igh��ay Ir<Jlic. � J J J It is c�pressly wtdcrstood Il�at tlic TxDOT' docs not purport. hcrcby, to gr�nt .u�y ri�;lu, claim. tiUc. or eascment iii or upon Uiis hig,l�«•ay: aiid it is furtlicr tuidcrstood Il�al thc TxDO'r m;i�• rcquirc tl�c owncr to rclocatc �his linc. siibjcct to provisioi�s of �oveming la��s. b�� givu�b �hir1�� (30) days writtcn noticc. You arc requesled lo uoGfy tl�is office prior Io contntencement of any rouUne or periodic maintci�ance wluch requires pnuiing of trees u-ithin Uic higlnvay rig(►t-of-w��,y, so Ihat ��c ma�� pro��idc spccifications for tlic cxtcnl and n►clhods to govcrtt in triniming, topping. trcc balance_ ty�pe of ciits. painting cuts and cican up. These specificaUoi�s are inlended to presen�e our cottsider�b(e invesUnenl in higltway plmiling <md bc��uti(ication. by rcducing danuigc duc to trimminb. Thc installation sl��ll nol d:ima�;c am� parl of �hc higl��ti;��- and adcq�k�tc pro��isions nu�st bc n�adc to causc ❑iini�uiuu incom�cnicnccs to traff►c and adjaccnt properly o��ncrs. In U�c c�•cnt thc Owncr fails to comply� ��ith any or all of Q�c rcquircntcnis as sct forili l�crcin. lltc Statc ma�� takc such action as il dccros ;�ppropriatc to compcl compli�u�cc. GENERAL SPECIAL PROVISIONS: D Spccial Raluircmcnts for installalion of U�ilitics on High��ay Right-of-Wa�� Backfill of Utilit�� Trcnclics. Rc��. Fcb.. I�)71 Utilit�� Constniction Work on Saturd.��•s and Sundays for Utilit�� Installations Autl�orizcd b1' Utilit�• Pcnnit. p. u�;i��>- Po►�cy c'i,��n. . . . Dctails for lnstallinb Undcrbround Utiliiics in Vicinit�- of T�ccs. . .. ■1 � � � � REVECETAT[ON SPECIAL PROVISIONS: In ordcr to mir�imirc crosion .ind scdimcntalion resulting fron� thc proposcd installaUon. ihc pmjcci ��-ill bc rc��cgclatcd as indicalcd c�n thc auachmcnt. "1�hc lJlilit� Conlractor shall conl.ict Il�c proper City Authoritics prior to conslniction. Pl�atic nolif�• Glvnis Rudrr��ucz ulRl7-.�;fl-�,�Ri, li�rt�-ci�hl (-1}{) I►ours prior lo.stailin�; eonstniction of lhc linc in ordcr Iha� ��•r in,i�� h,��c .i rcp��cscnlali��c presunl. � . 'l��as I)�(ruliucttl ol"i�rnntiport:ilic�n-Poi1 Wo�11i tilc�•ui I:�tii�niuonti. P I�. I) Iric �inc:cr . � -- -- � ._�� .,��. � �.�� I�ui C�I�iuti I Ituch��,n�i � Iti�;hl uf W;i� I liilil� -\};�•nl � D� Notice of Proposed Installation /;,�,...., Utility Line on Controlled Accese Highway D form 1092 (Aev.4-93) (Pnviaus varsio�fsl ere obsolete.) To the Texas Tranaportation Commiasion ' �ate June 2 0� ,1 9 98 Dc/o Diatrict Engineer , ' Texas Department of'i�ansportation Fort Worth ,Texaa � Formal notice is hereb 'ven that Cit of Fort Worth Y� Y Company proposes to place a San.tfi�r. v Sewer Dline�withintheright-of-wayof Inf:er. state Hwy 30 in Texas as follvws: (give location, length, general design, etc.) , County, � This line will be located just east of Interstate Highway 30 between Winston Ave, at Taft•Ave. Le�ngth intio�State R.O.W. will �, be approx. 95'. Approx, depth varies�from 6.5'` to 12.0'. Pipe material will be 42" PVC encased w/ 54" steel pipe. There will be Dir�volved; 1 at the R.O.W. line at Elev. 515.50' and � at the intersection of M-164R (prop) and existTM-389 at Elev. �512.75. See plans for further details. � � � � 2 manholes The line �will be constructed and maintained on the highway right-of-way as shown on the a�tached drawing and �ia accordance with � the rules, regulations and policies of the Tezas.. �Department of ��ansportatiom, �(TxDOT); � and, aIl governing Iaws, including but not limited to the "Federal Clean Water Act," t�e �"Fede'ral Endaagered Species A�;'�aiid the "Federal Fiistaric Preservation Act." Upon request by'I`�cDOT, proof of compliance with all goveraing laws, rules, and regulations �rill be submitted ta'IScDpT before conirnencement of construction. Our firm wiIl use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project area as indicated under "Revegetation Special Pravisians." D• Our firm wilI insure ihat traffic control measures complying with applicable portions.Af. the_Tex"as. Macrival_of .Uni�'oim Traf�"cc Control Deuices will be instaIled and maintained for the duration of this installatian:.'�; �;..� ;;��,� :,�. -�; ,, , . . � . . ..� . �� : ...- . . e Iocatian and description of the�proposed line and appurtenances i.s'more fu21y shown by' �� .•� �� S:�.:( � i, v�, )� complete D sets af drawings attached to tius notice. � � . �. � Construction af this line will begin on or af�er the � day of Octobex ,19 � 9 8�.• � DB. . � ��. . .� .. � . . . . y signing below, • T certify that I am authorized to represent the Firm listed below, and th.at the Firm agrees to the Dconditions/provisions included in this permit. Firm Citv of Fort Worth I�l � � � � By(Print) A.Doual�� Rademaker i�?� � �� `,��.�%r . ii� %1�._.. TitleDirector, Department of Enqineerinq Address 1000 Throckm��t�_n Tarrant Fort Worth. TPx3s 7h102 PhoneTto. 817 763-E34f33 Attn: Grady Tyner ti � J D D a (1'r�� n�uc \'�rc�un. � Ihs��1�i�) To: Tlic Citv of Forl Worth Dcp�irin►cnt of En6inccring Iculo Throckniorlon Strect Forl Worth. Tc�as 7G IU2 c/o Mr. A. Douglas Radcmakcr, P.E. Pcrmil # 220-SS-212-�1R Hwy. No. US l8O Maintcnancc Scction No.Od Counly: Tarranl Dalc: July 27. 19�)K Thc'Tcxas Dcpartmc�il of Transporlalion (TxDOT) offcrs no o�jccUon lo ll�c location on Ihc righl-of-�vay of yot�r proposcdJl" Smritury S��v��r l,ine �virh S,I" Stc�el Cnsin�� as sl�own by accompanying drawings and noticc dalcd Junc 2U. 19�)!i cxccpt as notcd bclow. Reyuirenre�nt.c: �ru%fic ca�lru/ dc�vices shu// he i�r strict nccordu��ee� ivith the '/'�:ras Mru�ucr/ on U�tijorn: Trujfic Cnrrtro! Uc�virccc. Your altcntion is dircctcd lo bo��crning la�vs, cspcciallv to Articic GG74�v-I. Vcrnon's Annotatcd Civil St��tutes of Tcxas, pertainuig to � Control of Acccss. Acccss for sc�vinb Utis installation slu�ll bc limitcd to acccss via (a) frontagc roads whcre providcd (b) nc�uby or adjacciu public roads or strccls. 8 trails alonb or ncar Wc l�ibhw��v rigl�l-of-waY lincs. connccting onlV to an intcrsccUnb road; froiu any onc or all of ��•hich cnlry may bc madc lo ��c outcr portion of thc I�iglnvay riglit-of-�v�iy for normal servicc aiid maaitcitiuicc oper��tions. Thc O�vncr's ribhts of acccss to tlic Ihrough-tr�f(ic road��ays aiid r�ntps sha(t be subjcct to �hc same n�lcs and regulaUons as apply to tl�e � gcncral public c�ccpt. ho��•c��cr. if an cmcrgcnc�• silua�ion occws and usl4�l n►c�uu of acccss for nornial scrvicc operitions and �sill not periuit (hc.inan�cdiatc aclion rcquirccl'b�� tl�c Ulilit�� O�vncr,in ulaking cmcrgcnc�� rcpairs as rcquircd for Wc�s��fch� and ��,clfarc of U�c public. tl�e UUlit�� Owncrs shalf�havc a Icit�porary right of acccss to t�nd froni �hc throngh-traf('ic roadw��ys and ramps as nCccssary to D accomplish thc rcqttircd cmcrgcncy rcnairs, pro��idcd T�DOT is immcdiatcly notificd b�� U�c Ulility Owncr whcn such rcpairs ,irc initiatcd and adcqu.�tc pro��ision is madc by thc U�ilit�� O�ti�ncr for com�cnicncc and sa(oty of higli��ay traf6c. ■1 � J � ll is c��ressly undcrstood tl�al tlic TxDOT docs not p�uport. hcrcby_ to �,mint an�� ri3ht. claim. Utic, or eascmcnt in or upon this higlnvay: and i1 is furil�cr imdcrstood ll�at ll�c TxDOT ma�• rcquirc Il�c o��ncr to rclocatc this linc. sn�jcct to provisions of bovcrnin�; la��•s. b�� gi��inb thirl}� ( �t)) daVs «�ritlen nolicc. You arc requcsted to nofify Qiis oftice prior to commencenicnl of �ury rouUne or periodic mainte►�ance which requires pnu�ing of lrecs williin thc hibh��ay rigl�l-oC-�vay. so ll�at �vc ma�� pro��idc specificatioi�s for Qic cxtcnt and mcthods lo govcrn in trinuuing. topping. trcc balancc_ ty�pc of cuts. pauriinb cuts and cican up. Tl�csc specificaUons are uitcndcd lo prescr��e o�u coi�siderabte investmcnt in liigh��ay planting and bc�wtifcation. bv rcducing damabc due to triruming. Thc installation slk�ll nol d:�magc any part of thc high�va�r and adcquate pro��isions must bc madc lo causc mn�imw» inconvcnicnccs to tr.�f�ic and adjaccnt property o�v�icrs. In U�c cvciit tlic Owiicr fails to comply witli am• or .�II of tlie requircmcnts as sct forlh hcrcin. lhc SIa1c ni.»� takc suc(► action as it dccros appropriatc to conipcl comp(iancc. GENERAL SPEC[AL PROVISIONS: � S�ccial Rc;quircmcnls for installation of Utilitics on Hi�;hway Rig(it-of-Way B<tck(ill of Utility Trcnches. Rcv. Fcb.. 1971 Ulilit�� Constniction Work on Saturda��s and Sunda��s for Utilitv Installations Authorircd bv Utilil�• Pcrn►il. D Uti(it�� Policv Chart. . Dctails.for Installing Undcrgrouiid Utilitics in Vicinii�� of Trccs. � � � � R�VEGET,4TION SPECIAL PROVISIONS: In ordcr lo muiimvc crosion and scdinicivation"resuitinb fronti thc proposcd installation. il�c pro.jcct «�ill bc revc�;ctatcd as indicat�;d on thc att'<1CIlIllClll. Tl�c Utili�� Cbntractor sliall contact thc proper Cit�� Au(horitics prior to consiniction. Plcasc uotif�� C:h�nis Rurlrigr�ez ar�417-370-hi,YS. lort�•-cibht (-48) hours prior to starting consln►clion of thc linc ui ordcr tliai ��•c m:i�• ha�-c a rcprrscnlati�•c prescnL . Tcsas Dcparimcnt of Transportalioi�-Port Worth Stc��cn � immons. P.G. ' tri �incc� � � L�For: Glynis P. Rodrigucr, Right of Wa�� Utilit�� A�cnl n��r>iiovn� � D �' , M1n� lM�r�f�+1 I IMywr/Mbn Farm 1023 (ftev.9-93) (Previout version(s) ere obsolete.) J Notice of Proposed Installation Utility Line on Non-Controlled Access Highway DTo the Texas Transportation Commiaeion c/o Dietrict Engineer Texas Department of Transportation 0 Fort Wort-h ,Texas aFormal notice ie hereby given that City of Fort Company proposes to place a Sani tary SawPr line within the right-of-waq of �� V � � � � Texas as follows: (give location, length, general design, etc.) D � a a D 0 D Date June 20� 1998 Worth in T�rr�nt County, „ One .line will� .be pla.ced under Lancaster A�ze. via boring, The �. location wil�l be approx. 550'�North of Winston Ave.�on Lancaster. The length of the line in State R.O.W. is Approx. 135 L.F. Pipe material will be 42" PVC steel encased w/ 54" steel pipe. A manhole will be located a��'�'��t'he S. R.O.W. line of Lancaster at elev. 521.0' Depth of pipe below the.roadway will be approx. 11.5'. Also, an existing 6" San. Sewer line along the S. R.O.W. line will be replaced w/ an 8" line will be of ductile iron. See • plans �for further det�ils. The Iine will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDO'i�, and all governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and the "Federal Historic Preservation Act." Upon request by ZkDOT, proaf of compliance with all governing laws, rules, and regulations will be submitted to TxDOT before commencement of construction. Our firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installstion, and we will revegetate the project area as indicated under "R.evegetation Special Provisions:t'. :��:r ::r •;: .•� ��• • . , . � . . � .. . . .i. . . .. :;. ..i�[.,, ...'! , , :y;�,t:c�.� £'fJ'��!Fi'ik�r,'.,.. . . Our firm will insure that tra�c control measures complying with applicable portions of the Texas Manual of Uniform Traf j`"r.c Control Deuices will be installed and maintained for the duration of this installation. s;:: . � . �• �,;.�.. ..� . -:.:. . . :,,�::: The location and description of the proposed line and appurtenances is more fully shown by 5( f i ve ) ��complete sets of drawings attached to this notice. Construction of this l.tne will begin on or after the � � . day of October � ,19 9 8 . � �By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the conditions/provisions included in this permit. Firm � By (Print) '!�J City of Fort Worth A. Douglas Rademaker Signature � Y'Clecp Title Director, Department of Engineering Address 1 000 Throckmorton ' �J L� Fnrt Wnrt-h, Tc�x3s 76102 Pliunc No. (£31 7) 7G3-8F383 I1! t n_ Grady Tyner �� D D D D � D � D � 4J D R. 0. Uhrich Assistant Vic� President J. A. Anthony Oirector-Contracts D. D. Brown Director-Real Eatate M. W. Casey General Director-Special Properties J. P Gade Director•fadliry Management i�� UNION PACIFIC RAILROAD COMPANY Real Estate Department 1E00 Famam Slreet Omaha. NEbraska 68102 . fax (402) 997•3801 OCT 2 6 1g98 Foldcr No. O 1703-93 MR'. FRED SCOTT CITY OF FORT WORTH 927 TAYLOR ST. ENGINEERiNG DEPT. FT. WORTH, TX 71497 J. l. Hawki�s Oirsctor-Opentbns Support M. E. Heenan Oirectot-Admin�atration 3 Budqets D. H. 1phlwine Oirectw-Real Eatate 7. K. love Directw•Real Estate � � RE: ,��, Proposed 46.69" Sewage Pipeline Crossing of Railroad Property at Mile Post 243.910 on the `�ballas Subdivision at or near Ft Worth, Tarrant County, Texas. Dear Fred: Attached is your original copy of our Agreement, fully executed on behalf of the Railroad Company. When you or your representative enter the Railroad Company's property, a copy of this fully- executed document must be available at the site to be shown on request to any Railroad employee or o��►a�. 0 lf this construction is to be done by a contractor, before work can begin, the Contractor's Right of I Entry Agrecmcnt must be c�ccuted by thc contractor and returned to me, together with their proof of insurance, as providcd in this Agrccmcnt. � � J � � � . In accordance with the terms of the Agreement, you are required to notiiy the following Railroad , ' • Company's Manager of Track Maintenance and the Fiber Optics Hot Line at least 48 6ours in advance of �� the date you plan on entering the right of way for further instructions and approval to commence construction. Mr. John E. Taylor, MTM Union Pacific Railroad Company P.O. Box 2368 Ft. Worth, TX 76! 13-2368 Phonc;: 8 t 7/878-4609 Fa�c: 8 l 7/878-4609 Fibcr Optics Elot Linc: 1-500-336-9193 ■J D� � � � � � • � a D � 0 D D� � � D 0 0 D CITY OF FORT WORTH Page 2 As an additional note, the casing and carrier pipe must be placed a minimum of two (2) feet below any existing fiber optic cable. Any open excavation required within five (5) feet of the fiber optic cable must be dug by hand. All future insurance notices, if insurance is required by the Agreement, should be forwarded to: Real Estate Department Folder No: 01703-93 Union Pacific Railroad Company 1800 Farnam Street . ^ :, Omaha, NE 68102 , . , ' . If you �have any questions, please contact me at (402) 997-3623. Yours truly, � ��' � . ..�y��t,�'JJ' Ma ross Contracts Representative 7 D pLX,DOC 940206 Form Approved, AVP•Law �� J � � ■1 � � � J � � � � � QRlG1�NaL PIPELINE CROSSING AGREEMENT Mile Post 243.91, Dallas Subdivision Location: Ft. Worth, Tairant County, TX v��. c i-�� y Foider No. 1703-93 �o�ss � ,�—�" 1'i-IIS AGREEMENT is made and entered into as of the �•� � day of �,r,�Go-'D�L , 199 � by and between UNION PACIFIC RAILROAD COMPANY, a Delaware co�poration (hereinafter the Licensor) and C1TY OR FI'. WORT�-[, a Te�cas municipaliry to be addressed at 1000 Ttu�ockmorton, Ft. Worth, TX 76102 (hereinafter � the Licensee). � � � � � � � ` � ' ' IT IS MUTUALLY AGREED BY AND BETWEEN THE PARTIES HERETO AS FOLLOWS: ARTICLE l - LICENSE FEE Upon the execulion of this Agreement, the Licensee shall pay to the Licensor a one-time license fee of SIX THOUNSAND DOLLARS ($6,000.00). ARTICLE 2- LICENSOR GRANTS RIGHT In consideration of the license fee to be paid by Licensee and in fiuther consideration of the covenants and ug�•eements herein contained to be by the Licensee kept, observed and performed, the Licensor hereby grants to the Licensee thz right to constitict and thereaRer, during the term hereof, to maintain and operate an underground 46.69" pipeline crossing for conveying sewage only (hereinafter the Pipeline) in the location shown and in conformity with the dimensions and specifications indicated on the attached print dated June 13, 1998 and marked Exhibit A. Under no circumstances shall Licensee modify the use of the pipeline for a purpose other than conveying sewage, and said pipeline shall not be used to convey any other substance, any fiber op�cs, or for any other use, whether such use is currently technologically possible, or whether such use may come into existence during the life of this Agreement. AR1'ICLE 3- CONSTRUCTION. MAINTENANCE AND OPERATION ' The grant of right herein made to the Licensee is subject to each and all of the terms, provisions, conditions, limitations and covenants set forlh herein and in Exhibit B, hereto attached. AR'I'ICLG 4- IF WORK iS TO BE PERFORMED BY CONTRACTOR If a contractor is to do any of the work performed on the Pipeline (including initial construction and subsequent rclocation or substunual m�intenancc and repair worl:), then the Licensee shall require its contractor to execute the Licensor's Ca•m Cun�ractor's Rieht of Lnw Aereement. Licensee acknowledges receipt of a copy of Con�ractor's Rieht of Bntry nereem�nt �nd understanding its term, prov�sions and requirements, and will inform its contractor of the need to e�ecute thc n�;r�rmcnt Under no cu�cumst�nces �vill Licensee's conlractor be allowed onto Liccnsor's premises without first �x�:cutin�; th� Cuntractor's Rieht of f:ntry Aareement. � 17U3-93.p1� Aiticl�s of Agreement July 17, 1998 I'age 1 of 3 � •l J � PL.t.DUC 940206 Form Approved, AVA•L.aw ARTICLE 5 - j�1,$URANCE Folder No. 1703•91 The Licensee, at the Licensee's own sole cost and expense, shall provide to the Licensor a Certificate of Insurance Dcertifying to the effectiveness of insurance as follows: a). General Public Liability providing bodily injury and property damage coverage with combined single limit of at least D $1,0OO,OQO each occurrence, a portion of which may be self-insured with the consent and e�proval of the Licensor. The Licensee will also provide to the Licensor a Certificate of Insurance issued by its insurance carrier confirming the existence of such inswance and that the policy or policies contain the following endorsement: 1 � � � Folder No. 1703-93 Union Pacific Railroad Company 1800 Farnam St. Omaha, Nebr�ska 68102 � c). 1f the Licensee named in this Agreement is a public entity subject to any applicable statutory tort laws, the limits of insurance described above shall be the limits the Licensee then has in effect or which is required by applicable ciurent or subsequent law, whichever is greater, a portion of which may be self insured with the consent and approval of the Licensor. � � D _ � � � b). Such insurance shall be endorsad to provide contractual liability assumed by the Licensee under this Agreement, and that coverage shall not be canceled or changed without giving thirty (30) days' prior written notice to: ARTICLE 6 - T'ERM This Agreement shall take effect as of the date first herein written and shall continue in full force and effect until terminated as herein provided. ARTICLE 7 - SPECIAL PROVISIONS None. � �7oJ-9.l p�� Union Pacific Railroad Company is named as an additional insured with respect to all • liabilities arising out of the existence, use or any work performed on or associated with the � Pipeline located on the Railroad right-of-way at Mile Post �243.9i on the �Dallas Subdivision at or near Ft. Worih, TX. Articles of Agreemcnt 1'age 2 of 3 luly l7, 1998 � !1 � � � � � � � � � � � � � � � �� PLX.DOC 940206 Form Approved, AVP-L.aw Folder No. 1703-93 IN WTINESS VI�IEREOF, the parties hereto have caused this Agreement to be executed as of the date first herein written. � .� UNION PACIFIC RAILROAD COMPANY . - By: � �ENfOR MANAGER UTIUTIES WI S � OF ORTIi X � By . r�t��: A Ss �� S�-a-n�, G-%c� �1r•�n a��T 0 1703-93.p1x � M�cles of Agrcemcnt I'age 3 of 3 luly t7, 1998 .��i� o �7 ��; ' �� n�,F �,��uw iNl11(.At t►1(, NOft{�� I (lii�l r 1 Ir�1N t7f � n1 Ivf 1U CR(ISSIr�(, •� , "�, �,� D . �. ,, � .., ,��h' 1?N('A►�i;U Nt)N-I�t,AMMA,I3L[; I �'�.� PIt�LLINE CROSSINU . i D � {��y � i NU�L� rH, .�r(.li �Hct l I�IMI.W�iI(11J� MU',1 I11 ( �� NO SCAL� F ILL[U II� ��I I�ItI)1.1 iS INIS APPLI(.Al l(IH, � p�. Q� �.s�,� ..._�.. ... ......_. ` k 456.�,� ��Ft. �. �' � fT. � � i, D �� N` ' iT• �SEE NOiE 7 t S) � , (SEE w'1t 7� SI � � O FT, � ��2 '' �. 104 � 05 • 08 � " ��,oFort Worth 4t �� t�++uE o� rnoss�+a) E�� ro Ft Worth ��atss e.a. soK+� ^ -' E «.i� nu�cK � = �►+�naEst A.a. tarw I I I I I�y` ( I= 1 t� r--��--�I I ' � � ��'�'.•'}�'r�" �'% ,•::. .. 4,�,Q � �toescn�ee ��xEo oa.�Ect)' cc�cc�+iet ��xta ai.kci� / _,1. G . D ��`�w ,� iSEE NOTf �i � (tEE NOTE 6) �0��_ . � � FT. G ��'11 � �Oi4irwCE �10�tl TMCu and� 9ECttOM LpE C�10SSlNG� � **554 . 1 3' to co y ��/`'yti ic �I` FT. ��<.,�` ��v,�. �«arE. nur ot+o�sra+ +�auc�co �«.�.� uses• WM Mann Survey Line '' �� AT I,.pf',ATlO►K !qT USI►G LECtIOd. OIitNIC,E Q 1� � TO A LEGAL CURVEr ll�E ti I�EOUI�D� . a ••�i��+� j� RR' S R/v (_. 1 (D .��, :'• �T. -• � 1 O�T. � � `• f . STEEL CASING vALL � - NIN. OICT :�. , � � THICKt�tESS CHAR7 � - ' MIN1MUN OIat�TER C� (LEE NOTE 2) • �v +..` � .l� .� �.� �E � THSCK?ESS CASIHG PIF �� I , .2`.�00' 1/4• 12' OR LE`- , .�i23• S/16• QvER 12••1 � .3750• sr8' OvER l8•-z � � s�'€'��`� i�.� R 1 :(see�0• i�n• o F.�a 2�s• -a 46. cze �r. »�-� t� �T. «w.� s�x cwo .�� wts� oveR �•-<. c�sac � ustec r�ts� Fah u A � ,� .6250• 5i8• �vER <2•-�. � -- � ---- ---- -----� ------- —�--.— F � _ _' _ _ — — — — — � OVER �8• I�JST B£ � i�. craatEA PtPE� ♦ c �PPROvEO Bv R.R. C0. ^ � �� i�J•. � . � t NOfE+ TNIS �tt IS OK+ � ' .' , ^ ` � I , ` � I BTitQ14TH OF 35� 008 PS 1 D �, � , . . , � ..f� ., , _ , ; ,-�=�; � :.:f:��:....:_:. � 2 " ss Fs.---►; ' ' %� FOftlRllA TO FIG7R£�CASt� S Ft, � . j� . . , �3i¢],�t. �tNCI r� � qe� � �. � - i D 1 - �`-- , t . � s �: - � - � w�s � cc.s �w �ENcr �rt�u�Eo �c.a�c rrrE.� uE. ) i S j N � i � N..� ►aatzarrK o�st.�s ro ��n �r �cart k.a.Es �• aa nMcx. , • . A` • 0 2t CJ�SI►!'. TO ORDO OE1f0�0 1FE • O F T I I A('. K Af A!G(T MC,IEi 1 1 E O�i►iOt OF SO •�TM ��t� � TMfX. �� MIN.UIS �,BEYdO lIN1T GF IGIU�OM RiO�ft•O�•wr IF 1�CESSKtr t'0 IMOvtOE �� ' (wTE zl 3� M[Hfl4�! Of '.i1' fRfi( TIE Ei0 � MIY M(�I10�O Bfll00E. • C� Mlr Q�vEM. OR f1�OM M1Y iYITCMINO MEJ►. af SSW�r�I Rf�E'SE��tt'� �i !IE fM�lR tYJRIM IKSt�i1CK 1� �t�b it0�s N� lN TtE viClNtTr OF G10SS1MD. \ T�oc � 4f �LA.WAOI.f f17�0 06�CT5 LICS.WE• Y[xwN.l3 C: E�ItOGES• • Of IIOiO tA0551105 t CvEJMEM Yl�OUCTi tOlvE 110W MME1. dl Ct�VFJt['S. � •� tMl►+0 �O CI�:11ER fS!'E IllST �E 1'i1rCED 1► M7kiNUN OF 2 FEET �EtOr 11E F�fI5S1M0 flER OPTIG G�EIE. �rW�r EXCAYAt�ON RfblflREO Y1SN(N � F-[ET pf nE ExISTf►t1 F1EEf� C�'tiC C�l.E ►VSi EE Iwn pif � a� [S PIPEl.1NE CROSSING v1THIN OEO1CaTEp STREET ?f�Es'—��' EXHIBIT „A.„ 8) 1F YES. NANE OF STREET �sa �w�ow vsc a�., � D) OISTRI8UTI0N 11NE OR• iRANSMl5Si0N.LINE X c► CARRIER PIPE � I(�n+an PaCIFIC RaI�ROAp C0. COMMOOITY TO 8E CONvEYEO Municipal Sewage QPERATING PR�SS P$1 „ �ALCAS VIA�I THICKNESS �345�DIAMEiER46.69„HATERIAL P�1C . i .uo�.�ti�w. � C) CASING PiPE � „ M. P_ 24 3.9� E. S. /2878�f-63 � VA�L TH1�KN�$$ �. iUTAMETERS9 �NATEfiIAl..r'teel � U ��;,.e cRoss i Nc A� NOTE �CaSING MUST HavE 2� C�EAR�E BE�WEEH GaEAtEsr �N�ASED +/� '"', OUTSIDE D1flHETER Of CARAIER PIPE AND INTERIOR D1��SER dF _ � -�'Q�.�,Q� T'� _ J r_nSING PIPE. wf+EN FURNISHING OIMENS10N5. GIvE OUTSIOE OF �- .,�,�t�<��,. •��,•, ,""'' Cnr�AlEn PIPE aN0 INSIOE OF CnSfNG Pt�E. t' 1 M( T HQD O�' I NS T A�L 1 NG CAS 1 NG P I P(� UNOC � TRACK ( 5 i� � f:_ �t10 r1�.___._____.-- -. y X_OfiY E30RE ANO .N1CK 1 WC ��UIiC NOf PERNI T fE0 �� C1'�� ,�."••"..., IUNNC'L � o�++[� __ lcck�_!�-�� -- �i�t � lt_f NU. �?.� 9_3 ��r�rc _7,�13�9z� ��, � v l i � c'u��titnuC t l0a OC Or r�N O�l��! ' CS'---_Nu� Ut � tfra t f�nf s Ofi _�3' f 3 0 f i 1 N� n �9 i v n u N t r+ t, �� UI'�inrali tI�UH C[NiC_(1 IiNC OI ifln(k I(1 ►�(,�I1 ,�C�f,�K.1_Q9`N/��`� _=_- -•=-= !!1l h �N(� f'� I� V11(N NInSU�EO Ill li�lilll nNGI f� ��N •. I , lu r�� txtM��w�, �i r`��r��e�i�H�: � 1 � nf��1 1� ��rat ��n,� 1ifNfnClt.0 f ffNt9 11�, �i�� i. . I .""„ .. . � ,. � i DpL X 9i011Z . Farm Appe�aw� AVP•iiv► � DSection 1. �►.�.i�: r : 1�I� : � � ► : ►I� 1 :� : � I► : 11 � ► � : .11 : : ►111�� cz) The foregoing grcmt ot right is subject amd �ubordinate to the prior �d continuing right �d obligation oi .the D IJcenaor to use �d maintain its �ntiro propeity ir�cluding tha r'sqht a¢�d power of the Ucenaor to construct madntain, repair, renew, use, operate, ch�qe, modify or relxate railroad tracks, siqn�aL communication, Hber optics, or other wirelityes, pipelir�es �d olher facilitie� upon, along or across �y or all p�ts of ita proporty, all or �}r of which may bs freely done at �y time or times by the Licenaor without Hability to the llcensee or to �}► other p�ty for comgenaation or daQnages. Db) The Eoregoing gr�t is alao aubject to all outst�ding auperior righta (includir�g those in favor of liconsees �d leeaeea of the Licenaota property, and othera) �sd the riqht of the Licensor to renew �d extend the sc�ne, caxi ia made wiihout cov�en�t of title or !or quiet enjoyment DSection 2. CONSTRUCI'ION. MAIN1'ENgNCE AND OPF�ATION. . � .. D a) . The Pipeline shall be constructed, operated mcantmned, repmred, renewed modified �sd/or reconstructed by the Licensee in s�ict conformiiy with Union Pacific Rmlroad Co. Common St�dc�d Specification 1029 adopted November 1949, cmd all �nerxitnersts theraof �d supplements thereto. which by this reference is hereby made a pcat heroof, e�cept m may be modified �ci ..t.r.,.. �:1 by the Licenso�'a �ce President-F.ngineering Services. In the event such Specification D conflicts in �}► respect with ti�e requirementa of �my federaL state or municipal law or regulation, such requirements shall govem on all poinb of conflict, but in all other respects the Specif�cation shall apply. � b) All worlc perfornyed on property of the I�cenaor in connection with the construction, mmnterumce. repmr, renewal, rnodification or reconatruction of the Pipelirse ahall be done to the satisfaction of the Licenaor. c) Prior to the commencement of �y worr in coruyection with the construction mmntersaasce, repadr, renewal, � rn�odification relxatior�, reconstruction or remaval of the Pipelirye where it paaaes iuydernea�th the roadbed �ci track or �acYs of the Ilcensor, the I.icensee ahall IIubmit to the licenaor pl�a setting out the method �d mcuiner of handling the work i�lud'u�g the ahorinq �d cribbing, if �y, required to protect the Licenaor's operations, �sd ahall not proceed with the work imtil such p1�ss hawe been czpproved by the V'soe Pnesidenf-F.ngit�eerir�g Services ot the Licensor �d then the work D shall be done to the aatisfaction of the Vice President-Engineering Servicea or hia authcrized representativ�e. The licensor shall have the right if it to electa, to provide such support aa it may deem necees�y for the a�ety of ita trac�C or traclrs diuing the time of conatruction, mmnterxa�ce, reperir, renewal, modification relocation, reconatru�ction or remowl of the � Pipeline, aorrj, in ths event the Licerisor providea such s�port, the Iicenaee shall pay to ihe licenaor, within fifteen (15) days after bills ahall have been rer�d�ered therefor, all expenae incurred by the Licensor in connection therewith, which expenae shall include all aasiqnable costa. � � J �li d) The Licensee ahall ksep �d mcrintcrin the soil ov�er the Pipeline thoroughly compacted �d the grade even with the adjacent surface vf the ground. . � ' • •_. : � . � � � �j � �� lul�► ��vl�� • � � : . If cm emergency sh�uld arise requuing immediate attention, the Licensee shall provide � much notice as practicable to licenaor before comtifer�cuig �y wnrk. In all other situations, the licenaee ahall notify the Licensor at least ten (10) daya (or auch other time as the Licensor may allow) in advcu�ce ot the commencement of �y work upon property of the Lycensor in connection with the construction, mcrinter�cmce, repair, renewal, modification, reconatruction, relocation or removal of the Pipeline. All such wor� shall be proaecuted diligentiy to completion. �► - . • �1� ��►�� : i DI►��li �7►A' 71► The lscensee ahall beca the entire cost cmd expenae incurred in connection with the constrwction, mmnten�ice, � reperir cmd reryewrzl cmd �y �d all modification, revision, relocation, removal or reconatruction of the Pipeline, including �}r cmd all e�ense which may be irvcurred by the Licensor in coru�ection therewilh Ior supervision, inspectiort nagging, or otherwise. � � pl�c.e� Pa�e 1 oC♦ E�diibit B DPL X 9t0112 . Fam Approw4 AVP•liw � D � D � � � � � D � �- �• n � • i �1►1�� l�u101►� i � �. .: � � ► � i i �u � . � ' 1' 7I (►1 , '• ,i'��;�� .�.�Y',..��'i iK ti{�' ;". ,� 5:1. a) The Ikenae herein Qr�ted is subf ec,�t to the needs �ci requir�menb of the Lcensor in ths operation ot its railroad cmd in the impravement �d uae of ib property, �d the Licenaee ahall, at ths sole expense of the Licensee, reinforce tis� Pipeline, or move all or �y portion ot th� PipelIns to �uch new Ixation aa the Licensor may designate, whenev�er, in the further�co of its n�eds �d requ�ramonts, the Licensor �hall firyd such action nec�sscuy or desirabls. b) All the terms, conditions �d stipulatioas herein ez�ressed with reference to the Pipeline on property of the L�censor in the loastbn hereit�bafor� dascribed si�alL so f� as the Pipaline rotn�ns on ths ProPerh % aPPiY to tho Pipeline as modified, ckxasged or relocated within the coniemplation of thts section. - • • ► • I�IIII�; i�: �► �1 ,/11�. �i�� : • ' �: : 1 � ► The Pipeline �d all parts thereof within �d outside of the limits of the properiy of the Licenaor shall be constnicted cmd, at all times, mmntained, repmred, renew�ed �,d operated in auch mcmner aa to cauae no lnterferetice whatsoeroer with the conat�t continuous aald uniutemipted use of the tracka, properiy amd facilitie: of the Licensor, �d nothing shall be dcne or suffered to be done by the Li�cernee at cmy.time that would in cmy maQuser imperir the safety thereot. � _ • ' : ��11�.�1� � ► • il: �: • J� : � 'f 'y1�� a) Fiber optic ccsble aysterr� may be buried on tho Licenso:'s proporty. Protaction of the fiber optic cable systems is of extreme imporimtice since orny breck cou� durupt service to users resultiryg in businea� intemiption �d loas of revenue �d profits. Licenaee shall telephoae the licensor at 1-800-336-9193 (a 24-hour number) to determu�e if fiber optic cable is buried �ywhere on the Licensota premises to be uaed by the Licenaee. If it is, licenaee will telephone the telecommunications comp�y{iea) iriwlved, �rar�ge for a cable locator, make �r��emenb for relocation or other protection of !he fiber optic cable, all ct Licenaee's ezpenae, �d will commence no work on the right of avay until all auch protection or relxation has been accompliahed. Licensee shcsll indemnify can�d hold the Iicensor h�nless from �d agmnst all c�oats, liability cari expersse w�ataoe�ver Gncluding, without limitation, attomeys' iees, court coats �vd expenses) �iaing out of or cauaed in �y► wcxy by I,icensee`s fmlure to comply with the provisiona of thi: r...,,y...Yh b) In addiHon to other indemnity pmvtsions in ihis AgreemenL the Licensee sixYll indemnify m�d hold the Licenaor ha�m1ess �om �d agadn�t all coab, liability cmd ezpenae whatsoever (including, without limitation, attomeys' teea, court coata cmd ezpensea) cauaed by the ryegligence of the Licenaee, Ita contmctor, agenta �d/or employees, reaulting in (1) m�y dcanmge io or deatruction oi �y telecommunications ayatem on Licenaota property, �ci/or (Z) �}+ injury to or death of �y person employed by or on behalf of �y telecommunicationa comp�y, �d/or its contractor. agents �sd/or employeea, on Licensor's property, e�ocept if such coata, liability or ezpenaes �e caused solely by the direct activ+e r�egliger�ce of the li�:ensor. licenaee further aqrees that it ahall not have or aeek recourse agmnst Licenaor for �y clmm or cause of action for alleged loss of profita or revenue or loaa of aervice or other conaequential d�nage to a telecommunication comp�y using licenaor's property or a customer or uaer of servicea of the fiber optic cable on Licensor'a property. • �J : I� : ►I� 1�► Z�: : :�: : �1� v : ��: : : A �a) The Licensee shall fully pay for all mateii�a joined or c�fi�d to �d labor performed upon property of the Licensor k in coru�ection with ihe constn�ction, mmnierxmce, repcmr, renewal, modification or reconstruction oi the Pipeline, mzd ahall not peimit or a�fer �y mechcmic's or materialmcmh lien of �y Idnd or nature io be enfotced agmnst the property for �y work done or materials fumished thereon at the inst�ce or request or on behalf oi the licensee. The licenaee ahall �indemnify �d hold h�mlesa the Licensor agmzsst �sd from �y cmd all liena, cicama, demmvda, coetn �sd ezpenaea of � whatsoever mture in �y way connected with or growiru,� out of such work done, labor performed, or materials fumished. � J � b) The ticensee ahall promptly pay or diach�ge all tazea, chcuyes �d aasessmenta levied upon, in reapect to, or on account ot the Pipeline, to prev�snt ihe same from becoming a ch�ge or lien upon property of the Licensor, �d so that the tmces, ch�gea cmd assessments levied upon or in respect to such property shall not be increased because of the locatior� construction or mmnter�m�ce ot the Pipeline or �y imprrnrement appli�ce or fixture connected therewith placed u�on such property, or on account of the Licenaee'a interest thecein. Where such tcac, chcage or asaeasment may not be aepcu�atety rnacie or �seased to the licensee but ahall be included in the asaesamenl ot the property of the Licensor, then the Licensee ahall pay to the Licenaor om equitable proportion ot auch tmces determu�ed by the value ot the Licensee's property upon property ot lhe Licensor aa comp�ed with the entire value ot such property. � plx.e� Pa�e 2 oC� E�d�ibit B DPLX9t0IlZ ' Farm Appeowd, AVP-Lw � _ : i• : : r • ► • •�� .• : �: • ��:�� •.', ,: s ;. ,`.F' �;t "-� `,'i#'G5'�Yi3�wq�i; , cp�•vA+E ' p . .. � T}�$�':. 1ri the �rant tho Lic�nsor authotiz�s ths Lcens� to tdw down �y fonc� of the Lic�nsor or tn csny m�u�r mov� D or disturb �ty oi the oth�r property oi ti� Lic�r�aor in conr�ction with th� constnsction, maint�:�c�, r�paie', tr�w�a1, modification recoashuctioa relocatbn or trtt�awl �!he Plpeline, then fn that �wnt the License� shall� as sooa as possiblo �d ct Licenaee's sole expenae, restore such fence �d other property to the s�e condltion as the s�ne wer� ia before such fence was takan down or such other property was mov�ed or disturbed, msd the I.tcens�e shall t�demnify cmd hold � i�st�lesa ths Uconsor, ib officen, agenb and �mploy�ses, cgc�nat �d from �y and all liabilitY. loss, d�nagos, claims, demmxi�, costa �d e�xpeaaes of whataoever rxxture, ic�cludi� court cosb �sd attorneya' feea, which may result from injuty to or death ot persons whomsoever, or dcanage to or loss�Ior destruction oi property whatsoever, when such injury, death; • d�ncsQe,lo�a or destru�tion q�rows out of or �isea from t�!�e taldng down of �y fence or the movinq or diaturb�Lce of �y � other property oi the Lcenaor. � I D U � J D 1. 2. The prosecution of �}► wori contemplated by thi.s Agreement iricludirsg the installation, conatruction, mainter�sce, repair, renawr�l, modificatio� reconatruction, relocation, or removal of the Pipeline or �y p�t thereof; or The preaence, opetation, or use of the Pipeline or conten� escaping therefrom, � e�ocept to the eztent that the Loaa b caused by the sole �sd direct neQligence of the Licenaor. : , . : �,,• ; • • �• i►i ��• ► r�: ►,u► : � � � • : : ��„��r� � J J � � J J Section 10. j�@�'(. � I a) '` Aa uaed in thia Sectbn'Licensor' iscludes other rmlroad_companie� using thv.Licenso�s.property at or near the location•of the'llcenaee"a instcllation �sd thefr officer� agenta, �sd employeea; 'i.oss' includes loss,.dcus�age; cl�ma, dem�ds, actions, causes of action, penalties, cosb, ��d ezpenaes of whatsoever zxsture. includir�g court casb cmd attorneya' feea, �vhich may resuit from: � injtuy to or �eath of persons whomaoever (in�cludin� the Licensot's officen, �genta, cmd employees, the I.tcenaee's officen, agents, I�,d employees, as w�ell as �► other penoiil; �d/or b) d�nage to or loss or destn�cti�on of property whataoe�ver {inciudi� ILicenaeeb property, d�nage to the roadi�ed. tr'acks, equiPment, or other property of the I3cenaor, or property in i4 car� or cuatody). b) Aa a major indu�cement �d in conaidemtion of the licenae cmd permiasion herein gr�ted, the Licenaee agrees to indemnify �d hold h�nless the Licensor from �y Loss which ia due to or arisea from: Prior to the termicsation of this Agreement howsoever, the Licensee aha11 at licensee's sole ezpenae, remave the Pipeline from thone portiona of the property not xcupied by the roadi�ed �d track or tracks of the Licenaor cmd shall restore, to the aatisfactioa of the Licensor, such portiona oi such property to as good a condition as they were in at the time of the construction of the Pipeline. If the Licensee fcrils to do the foregoing, the Licensor macy do such work ot rem,oval �d reatpration at ti�e oost atr3 e�enae of the licensee. The Licensor may, at ib option, upon such tersnir�ation: at the entire coat �d'ezpenae of the Licenaee, remrnre the portions of the Pipeline Ixated undemeath its roadbed aaid fiacic or trcacks �d restore auch roadbed to aa good a corydiKon aa it was in at the time of the construction oi the Pipeline, or ii may permit the licensee to do at�ch work of removal �sd restoration to the aatisfaction ot the Licenaor. In the event of the renswal by the licensor of the property of the licenaee �d of the restoration of the roadbed �d propertY as herein provided, the Licensor ahall in n�o mm�ner be liable to the Licennee for �y► d�nage suatained by the Iicenaee for or on account thereof, �d �uch ramawl �d resUoration shall in no m�ner prejudice or impair cmy right of action for d�nage:, or otherwise, that the Licensor may isave agmnat the Licensee. � . � : 1/.�I: • : : : �1. The wcuver by the licenaor of the breach of �y condition, coven�►t or agreement herein contmned to be kept, observed �d performed by the licenaee ahall in no way impmr the right of the Licenaor to avcal itaelf of �y remedy for cmy subsequent breach thereof. plxexb Pa�e 3 of 1 Eadu'bit B � � J �� ■1 ■1 � � � � . ., , , , . pI.X9tG114 . Far� Appawd. AVt-Lw� '• � • ��i u�l► : � � ► � ti th� ISoense� do�s not use the riqht h�r�ia Qrantad or th� Pipslir� ior or� (1) y�, or {f th� iic�naN continws in d�fcn�lt in ths psdorm�c� oE �ty cov��t or aQra�m�nt h�r�in cont�nsd tor a p�rtod of thiriy (30) days ait�r writt�n notic� from the Iicorneor io th� Lic�aa�s sp�cifyinp such d�fault th� Liceruor may, at !b option, forlhwlth imm�diat�ly termiaat� this J4Qr�em�nt by wtitten notic�. b) In oddition to ths provisions of suLr.....r...l,h � abov�e, this Aqre�me� may bs teanina�ted by written notic� Qiv�en by either pcaiy► hereto to ths other on aaiy date in such notic� atated, not less, howev�er. tiYm thirty (30) day� subsequ�nt to the date upon which auch notice shall be Qlvva c) Notice of default �d notics of termir�ation may bs served peraonally u�pon the Iicensee or by mailine to the laat hiown address of the Lic�ns�s. Termination ot this Aqrsement for �y reason shall not �fect az�y► of the rlQhb or obligattons o( the pcatles hereto which may haw accru�d or liabiliti�s. accnied or otherwiae. which may haw arisen prior ihereto. : � . : ��„I�►11 ► �J l� = . ►I�� The I3censes ahall mt msign 1t�iss Aqr�emer3t, in �vhols or in pcct, or �► rights herein graonted. without th� written consent of ths llcerssor, and it is �gre�d that �y tra�sf�r or assiqnment or attempted trcrosfer or assignment of thia Agreement ar �y of ths r4ghts herein qr�t�d, whsther volunt�y. by op�ration of lav►, or otherwtse, without such consent in wrtting shcll be absolutely void �d, at the option oi the Licensor, shcll tersninat� this AQreement � . �� .� : : ►I� . ► Subject to the pt+avisior�s of Sectbn 14 hereaL this Agreement shall be biryding upon cmd inure to the beneHt of the pmties hereto, their heirs, esecutors, adminiatraton, auacesson �d aasigna. � � � � �" � � � � � plxe� � Pa�e 4 of 4 � .: ':'��": .�; , . E�d�ibit 8 � Q � a D � D D 0 0 0 D D. 0 D D � � � � � PART F BONDS IlOTSURANCE CONTRACTOR COMPLIANCE '. . _. . . �� I] �• . CERTIFICATE OF INSURANCE a TO: CITY OF FORT WORTH . Date: NAME OF PROJECT: � PROJECT NUMBER: IS TO CERTIFY THAT : � is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. aTYPE OF INSURANCE Policy Effective Expires Limits of Liability a � � D � � � a � � � a a Worker's Compensation Comprehensive General Liability Insurance (Public Liability) Blasting Collapse of Building or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Comprehensive Automobile Liability Contractual Liability Other Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occunence: $ Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. AQencv Fort Worth Aeent Bv Address Title � � � I�� L�J � � u �l L■J L�J 1 � � �^� l �J �� CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46- 070460410280 SOUTHLAND CONTRACTING, INC. CONTRACTOR " By: �//�i�-E�� Title �� g� ` I,iate / � STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared qL , known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of ��n (��-rQAC��,g�T� for the pur onsideration therein expressed and in the capacity therein stated. GIVEN LJNDER M ND AND SEAL OF OFFICE this day of ,��. �9 ��' . _ � ' . Notary Public in and fo � he State of Texas FR�IDA KAY REDDING � * Notary public, State of Texas ' �,� My Commtsston F�cpires ; ° 428-2001 � VV VV��vv"V�v'YVY � wvv�r�,.� vv . � � � � �N� �l�o • I6 � 7 sg� PERFORMANCE BOND THE STATE OF TEXAS § COUNTY OF TARRANT � � KNOW ALL MEN BY THESE PRESENTS: That we (1) SOUTHLAND CONTRACTING, INC. a(2) �� CORPORATION of TEXAS, hereinafter call Principal, and (3) ,ul'�;.ra� 1`:�;"'a."J�..��; �-"'� "��,fi;�.^ �, .a° +�-; .� � �;: �� ;�,�,F.,.� corporation organized and existing under the laws of the State and fully authorized to transact business m t�e tate of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: TWO MILLION SEVEN HUNDRED SIXTY-EIGHT THOUSAND ONE HUNDRED EIGHTY-0NE AND 74/100 ................................................................................................................................. � ($2,768,181.74) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. � � r� THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the lITH of OCTOBER, 1999 a copy of which is hereto attached and made a part hereof, for the construction of: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 2, UNIT 2 designated as Project No. (s) PS46-070460410280, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". I�..a NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which � may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages � which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in `"' full force and effect. ' ' I +�J � F1 � � PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, �,,,, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it "" does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. � r 0 � IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the 19T" of OCTOBER, 1999. ATTEST: SOUTHLAND CONTRACTING, INC. (Princ� al) Secretary ` INCIPAL 4) C� _ I � BI': �ery �.. Title: �/� �,� (SEAL) PO BOX 40664 FORT WORTH, TX 76140 n Wimess as to Principal 1''b. Bo �( � 6 6 SG, F-�, Gc�oR-f H��i7G 7��° Adciress ATTEST: �a (SEAL) � � ►.� lJ , (Surety) Secretary 0 0 (Address) u;,i ,•t.. +,' . t:� J" .'.+_ .�S_. � 4. ('$• -•' J;Cy Cr1i"(.' . .. . , .� Surety BY: ^ (��to e =in-fact) (5} ` '` �. i . i,�. • ,�� , ' ., a ?.i`:�t.. L.1 n • >u ' . . . . . _ . . ...'�:Lr i":...7 L'J�.? i,.L' V i/ . . ,. �,..(� .i. ,: q, 1 6 ) A�p , . ... .....:'.�i:.7�w, l. �.�..ZA1��..:`.:F.� ��'f�WV (Address) _ .. .... . . '.':^'J NOTE: Date of Bond must not be prior to date of Contract / . _ ___,_._. __ � __- - �'� /�' � ��' � f ` ' � o Stare / tY BCP� ; �,�c �'�ok6�J�.�C-(.�s,-7"JC 7.6'd3s � (Address) (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. e � F2 ' -� � w �\ insurance Company of the West HOME OFFICE: S,4N DIEGO, CALIFORNIA POVl��R �F ATTORNEY KNOW ALi_ ivtEN BY THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a California Corporation, does hereby appoint: LINDA SPRATT ., its trJe an•i lawful Attomey(s)-in-Fad, with full power and authority, to execute, on behalf of the Company, fidelity and surety bonds, undertakings, and other conti ac:s of suretyship of a similar nature. This Povier of Attom�y is granted and is signad and sealed by facsimi{e under the authority of the following Resolution adopted by the Board of Directors on the 22nd day of November, 1994, which said Reso!ution has not been amended or rescinded and of which the following is a true copy: "RESOLVEQ, that the Chairtnan of the Board, the President, an Executive Vice President or a Senior Vice President of the Company, and each of them, is herei;; ��thorized to execute Powers of Attomey qualifying the attomey named in the given Power of Attomey to execute on behalf of the Company, fidel�.ry and surery bonds, undertakings, or other contrads of suretyship of a similar nature; and to attach thereto the seal of the Company; provided however, that the absence of the saal shali not affed the validity of the instrument. FURTHER RESOLVED, that the signacures of such officers and the seal of the Company, and the signatures.of any witnesses, the signatures and seai of any n�tar�, and the signatures of any officers certifying the validity of the Power of Attomey, may be a�xed by facsimile." IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused these presents to be signed by its duly authorized o�cers this � 9th day of June 1995 . �?`� �pKr�Mr o�rs � `,l�OFtO�AJF� f L�'�M 1. \fS� ��(fFOA��A STATE OF CALIFORNlA SS. COUNTY OF SAN DIEGO INSURANCE COMPANY OF THE WES7 L. Hannum, Senior Vice Presideni On June 19th, 1995 before me, personally zppeared John L Hannum, Senior Vice President of INSURANCE C0IAPANY or THE 4VcST, personally known to me to be the individual and officer who executed the within instrument, and acicnowledged to me tha! he executed the same in his of5cial capacity and that by his signature on the instrument, the corporation, on behalf of which he acted, executed the instrument. WlTNESS my hand z�d official seal. � .�� . � �.�;,�,�..- U vf�� CERTIFICATE: � hOR:�1A PORTER � CO�U�A. �a52E44 n r�r,�a�r Pus��c�� i=oa�xt� � S:,N OI=GO,C..UNTY n t,h/ Comm{sswn Exprras � J.1NUAnY 54,1590 ' .f.i 1 C 1 /:/S ,!' !�/!/ Notary Public I, E. Hamed Davis, Vice President of INSURANC� COMPANY OF 7}1E WEST, do hereby certify that the original POWER OF ATTORNEY, ef which the foreguing is a tr�e copy, is stiil in full fcrce and effect, and that this certificate may be signed by facsimile under the authority of the above quoted resalution. ItJ WITNESS VVHEREOF, I have subscribed my name as Vice President, on this �-9th day of OCtober 1S 99 �ourla. F �°�` 'y �� \��oAron.�rFo � 4�RCM 1. �1� ��CIFCPw�' INSUF2r1NCE COMPANY OF THE 1NEST � �� E. Harned Davis, Vice Preside^t � C.VV 3'! � � � � -- THE STATE OF TEXAS § �`' COUNTY OF TARRANT � PAYMENT BOND ��N� �o - /� 7 ��' � � KNOW ALL MEN BY THESE PRESENTS: That we (1) SOUTHLAND CONTRACTING. INC. a(2) Corporation of Texas, hereinafter call Principal, and (3) �! �v� �y�',��q; �,�; �: "� . ' ' ` �;:` a,c �t�on °'�-�er,, organized and existing under the laws of the State and fully authorized to transact business in the State of'f`exas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing �3 under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal ... sum of : '"' TWO MILLION SEVEN HUNDRED SIXTY-EIGHT THOUSAND ONE HUNDRED EIGHTY-ONE AND 74/100 .................................................................................................................................... � j,,,. ($2.768.181.741 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators r^ and successors, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 19T" day of OCTOBER A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND '" IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 2, UNIT 2 � Project No. (s) PS46-070460410280 a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". �,e, NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials � in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. � � 1 1 ' F10 THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and ali such claimants shall have a direct right of action under the bond as provided in Article S I60 of the Revised Civii Statutes. O th et so li ' 3, PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension af time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its ob(igation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED r uK i N�,R, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the 19TH day of �CTOBER A.D., 1999. ATTEST: (Principal) Secretary Wifiess as to Principa( �a , 80 � �'' 6 � �. �-�- �o -�f� 76 � y� Address ATTEST: (SEAL) SOUTHLAND CONTRACTIIVG, INC. PRI IP L � � � ,� BY: Title: PO BOX 40664 FORT WORTH, TX 76140 (SEAL) (Address) R.° �; �i � ,,� � r - � �i ;..�F". ��,ilr"�:'��-t'" Sr Y . `� BY: (Attorney-in-f t} (5) ��T�� -j ��r � >'s ' /��C�(�l'�SS� , t ;p�. 1+�ii�W^ .� �.1 . . . ;.i i�. �.!'vh;'��'�,� �l�r�Lr p�r-, ":t y f.,> .:� �.y,,�ti - - ... Siv:.:'.i..� .. � .. . ' .'��.�l.c�+1 J7:� (Surety) Secretary - : � ' :��: ' � i"�� ,� � , �-,�" %� � Wix►tes�5,as to Surety' �' i' � ' �� z� �'(AddKess) � : ..J NC1TE: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3} Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A riue copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. (Address)p�� T C�/�I�av6 ��p�.6£ ,� �J-��G�s; i � `75�3 5' � � MAINTENANCE BOND �' THE STATE OF TEXAS � � COUNTY OF TARRANT � ,,�a��l%• l67 758� KNOW ALL MEN BY THESE PRESENTS: That (1) SOUTHLAND CONTRACTING, INC. as � Principal, acting herein by and through (2) its duly authorized �t and (3) �l`�;�i_,�,t i�`;'� . f'.`'� �� s�� - M .�T ation organized under the laws of the State of TEXAS, as surety, do hereby acknowledge themselv�'s` tr� �e�d and bound to pay unto the l�' City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of TWO MILLION SEVEN HUNDRED SIXTY-EIGHT THOUSAND ONE HUNDRED EIGHTY-ONE AND 74/100 .................................................................................................................................. � ($2.768,181.74) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. r- This obligation is conditioned, however; that, i�a WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, OCTOBER 19, � 1999, the performance of the following described public work and the construction of the following described public improvements: R"` MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND °; INII'ROVEMENTS (GROUP 6, CONTRACT 1) PART 2, UNIT 2 �, of same being referred to herein and in said contract as the Work and being designated as project PS46- � 070460410280 and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that �- it will remain in good repair and condition for and during the period One (1) Year after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (11 Year; and, �, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Deparhnent of the City of Fort Worth, it be necessary; and, � , ' � � �, �, rincipal) Secr �ry � G�� ( eal) !'" � , . Witness as to Principal � �'� � �o�G �66� � �F,�-, � R�'�{��-� • %� / S�d (Address) p` ATTEST: � �.� � l /.(�//�d �, /l _, . -rr� � ..., � �� /�%�/ %�Vitness-a"s to Surety � �/� � WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be deemed an original, dated OCTOBER 19, 1999. ATTEST: SOUTHLAND CONTRACTING, INC. PRINCIPAL (4) � r r �,' BY: , � Title: PO BOX 40664 FORT WORTH, TX 76140 (Address) 0 �r,r -•T �+'a�3�;�r�,s��,�a� �'�y� '"` 3= VYGSN . ..:...,a., a; : li1' Q �'�A.. Surety , / BY: _ � f �[il (Attorne =i - act) (5) _:; �.[Z'C:.� �E'�T� (Address) ' NOTE: Date of Bond must not be prior to date of Contract - (Surety) Secretary (SEAL) (1) Correct Name of Contractor ', (2) A Corporation, a partnership or an x Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. �" F6 �,.. ,* `\ insurance Company of the West HOME OFFIrE: SAN DIEGO, CALIFORNIA POVlIER �DF ATTORNEY A " � ti KNOW ALI_ MEN BY THESE PRESENTS: That INSUR,4NCE COMPANY OF THE WEST, a California Corporation, does hereby appoint: LINDA SPRATT its tr,te and lawful Attomey(s)-in-Fad, with full power and authority, to execute, on behalf of the Company, fidelity and surety bonds, undertakings, and other contrac:s of sure.ryship of a similar nature. This Power of r�tt�mey is granted and is signed znd sealed by facsimi{e under the authority of the following Resolution adopted by the Board of Directors on the 22nd day of November, 19�4, which said Reso!ution has not been amended or rescinded and of which the following is a true copy: "RESOI.VEQ, that the Chairman of the Board, the President, an Executive Vice President or a Senior �ce President of the Company, and each of tRem, is here�; :,�thorized to execute Powers of Attomey qualifying the attomey named in the given Power of Attomey to execute on behalf of the Company, fide��?y and surety bonds, undertakings, or other contrads of suretyship of a similar nature; and to attach thereto the seai of the Company; provided howeve�, that the absence of the seai shaii not affed the validity of the instrument. FURTHER RESOLVED, that the signatures of such officers and the seal of the Company, and the signatures of any witnesses, the signatures and seal of any notar�, and the signatures of any o�cers ceRiiying the validity of the Power of Attomey, may be affixed by facsimile." IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused these presents to be signed by its duly authorized o�cers this � 9th day of June 1995 . ?4E�pMIANyp`,� � `,A�OFtOA�)fe f L�R1.11 t. �'� ��CIFORN�A INSURANCE COMPANY OF THE WEST STA7E O� CALlFORfVIA �hn L. Hannum, Senior Vice Presideni SS. // COUNTY OF SAN DIEGO � On June 19th, 1995 before me, personally zppea�ed John L Hannum, Senior Vice President of INSURANCE C01APAhY Or THE bVEST, personafly known to me to be the individual and officer who executed the within instrument, and aGcnowledged to me tha! he executed the same in his of�icial capaciy and that by his signature on the instrument, the corporation, on behalf of which he acted, executed the instrunent. WITNESS my hand z�d official seal. � .��''� . � �.��!�l - U • � CERTIFICATE: � � hOR;�fA PORTER ' � C01�+PA. ,:?52E44 c'> 1't�7ARY PU5liirC�LI,�OP,N(� n S:.N 01=GO,C..UNTY My Comm�ssion Expiras � JAt�IUARY t4,1S�o .f,� i ( , S • G'i'� , Notary Public f, e. Hamed Davis, vice President of iNSURANC� COMPANY OF TNE WEST, do hereby ceRify that the originai POWER OF ATTORNEY, ef which the foreguing is a tr.;e copy, is still in full fcrce and effect, and that this certificate may be signed by facsimile under the authority of the above Guoted resolution. IN WITNESS VVHEREOF, I have subsuibed my name as Vice President, on this 19th day of OCtober 15 99 �pµtA�. A S?`t �� N `��a�roMrfo � `pecN ,, �+r` ��uaea+N INSUi�1NCc COMPANY OF THE WEST �l�-4� ��/�� i��/� E. Herned Davis, Vice Preside^; i�i�i/ 3'! � � $� � o ��1��0�� j ��»-S,T��Sz3S� � 0 0 0 � � � � I� � �� 0 0 � � F6 � � �l PART G - CONTRACT � `I'HE STATE OF TEXAS � QCOUNTY OF TARRANT § � THIS CONTRACT, made and entered into OCTOBER 19, 1999 by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and � SOUTHLAND CONTRACTING, INC. of the City of FORT WORTH, County of TARRANT and State of TEXAS. Party of the Second Part, hereinafter termed "CONTRACTOR". u L�J f�l WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: MAIN 390 DRAINAGE AREA SA1vITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 2, iTNIT 2 � And� all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the Q said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been � identiiied by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifications, all of which are � made a part hereof and collectively and constitute the entire contract. i1 C'� ��' � � C G1 L�J � u �1 I!I L�J I� � � I� � IL�J �� C■J � � � � The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 10 counterparts in the year and say first above written. Citv of Fort Worth, Texas (Owner) Party of the First part . BY: ASST. City Manager . . �f 1�1'W`'�L'.'�"., CW (Seal) 1�.�I�:r�l_�I.Y.y�.� SOUTHLAND CONTRACTING. INC. PO BOX 40664 FORT WORTH. TX 76140 . . � � / ,� : �%I1�f � „ ..,. ..�.,/; � i � � _ .� i, .: ... • � � • I �,� � "i`�� " f. ... A � A. Douglas Rademaker, P.E. Director Deparhnent of Engineering �w � Approved as to Form and Legality: Gary Steinberger, Asst. City Attorney „ (� -. l' ' ��' ��yn��ct Authorization �, . � � � / ____��-�-- b��.�: � ATTEST: � a 0 0 � r � � I 1 I ! i � � � 1 � I �J 0 e Appendix A- State Revolving Fund Requirements . � � � � � � � � I � � � � � � 1 I ! � 0 APPENDIX A State Revolving Fund (SRF) Requirements � � PRNITY OF CONTR.ACT. . O This contract is ex ected to be funded in art with funds from the Texas Water P P � Development Board. Neither the State of Texas nor any of its departments, agencies or employees is, or will be, a party to this contract or any lower tier contract. This contract is subject to regulations contained in 31 TAC Chapter 363 in effect on the date�this contract � is executed. DEFINTION �. The term "TWDB" means the Executive Administrator of the Texas Water Development Board, or other person who may be at the time acting in the capacity or authorized to � perform the functions of such Administrator, or the authorized representative thereof. C I,'� FINAL PAYMENT The retainage and its interest earnin�s, if any, shall not be paid to the Contractor until the TWDB has authorized a reduction in, or release of, retainage on.the contract work. � REVIEW BY OWNER AND TWDB � , (a) The O�vner, authorized representatives and ajents of the Owner, and the TWDB shall, � at all times have access to and be permitted to observe and review all work, materials; equipment, payrolls, personnel records, employment conditions, material invoices, and other relevant data and records pertaining to this Contract, provided, however that all � instructions and approval with respect to the work will be given to the Contractor only by the O�mer through authorized representatives or agents. � (b) Any such inspection or review by the TWDB shall not subject the State of Texas to any action for damages. C I� u � I■. � I�l J �. l�J I� � FLOOD HAZARD INSUR.ANCE. This provisions applies to any contract which will construct structures that are insurable under the National Flood Insurance Program of the Federal Emergency Management Agency. The Contractor shall apply for flood insurance on all insurabie structures that will be built under this contract. A copy of the completed application must be provided to the owner before commencing construction of the project. The Contractor shall obtain the flood hazazd insurance as soon as possible and submit a copy of the policy to the Owner. ARCHEOLOGICAL DISCOVERIES. No activity which may affect a State Archeological Landmark is authorized until the .� � Owner has. complied with the provisions of the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate a�encies and impacts to known cultural or � archeological deposits have been avoided or miti�ated. However, the Contzactor may encounter unanticipated cultural or archeological deposits durin� construction. 'J �J � � f�l � If archeological sites or historic structures are discovered after construction operations are begun, the Contractor shall immediately cease operations in that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-6096}. The Contractor shall take reasonable steps to protect and preserve the discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate agencies to obtain an.y necessary approvals or permits to enable the work to continue. ,The Contractor shall not resume work in the area of the discovery until authorized to do so by � tYie Owner. � ENDANGERED SPECIES No activity authorized that is likely to jeopardize the continued existence of a threatened or endangered species as listed or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endangered Species, vr to destroy or adversely modify the habitat of such species. 0 If a threatened or endangered species is encountered during construction, the Contractor shall iznmediately cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable �State statutes. aThese actions shall include reporting the encounter to the TWDB, the U.S. Fish and Wildlife Service, and the Texas Parks and Wildlife Department, obtaining any necessary � approvals or permits to enable the work to continue, or implement other mitigative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owner. � L�l � � J � � ,J � �� ■I �!J ,�� LAWS TO BE OBSERVED. In the execution of the Contract , the Contractor must comply with all applicable Local, State and Federal laws, including but not limited to laws concerned with labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with and at all times shall observe and comply �vith all Federal, State, and Local laws, ordinances and regulations which in any� manner affect the conduct of the work, and �shall indemnify and save harmless the.Owner, the TWDB, and.their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractor or his employees. . HAZARDOUS MATERIALS Materials utilized in the project shall be free of any hazardous materials, except as may be specifically provided for in the specifications. If the Contractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. The Owner will be responsible for the testing for and removal or disposition of hazazdous materials on sites otivned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition of hazazdous materials on sites owned or controlled by the O�mer. �■1 Lsl u u f'�I I�I � � � � I� � � EQUAL EMPLOYNIENT OPPORTUNITY. During the performance of this contract, the Contractor a�rees as follo�vs: (I) The Contractor will not discriminate against any employees or applicant for employment because of race, color, reli�ion, sex, a;e, handicap, or national origin. The Contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, age; handicap, or national origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or ternunation; rates of pay or other forms of compensation; and selection for traininJ, including apprenticeship.. :The Contractor a�ees to post in conspicuous places, available to employ�es and applicants for employment, notices to be provided setting forth the provision of this non discrimination clause. (2) The Contractor will, in all solicitations or advertisements for employees placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, aje, handicap, or national origin. (3) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or understanding, . a notice to be provided advising the said labor union or worker's representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (4) The Contractor will comply with all provision of Executive Order 11246 of � September 24, 1965, the Age Discrimination in Employment Act of 1967, 29 � U:S.C.A. 621 (1985), Executive Order 122�0 of November 2, 19$0, the � Rehabilitation Act of 1973; 29 U.S.C.A. 701 et seq. (1985), and of the rules, regulations, and relevant orders of the Secretary of Labor. � � ,'�J �J (5) The Contractor wi�l furnish all information and reports required by Executive Order 11246 of Septeml�er 24, 1965, and by rules, regulations, and orders of the Secretary of Labor, or pursuant thezeto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules, re;ulations, and orders. . L�J � � i� � l�l u � L�J �I U � � '�J � L'1 � LJ I� (6) In the event of the Contractor's noncompliance with the nondiscrimination clauses of this contract or with any of the .said rules, re�ulations, or orders, this contract may be canceled, terminated, or suspended in �vhole or in part and the Contractor may be declared ineligible for further Govemment contracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and suc� other sanctions may be imposed and remedies invoked as provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or order of the Secretary of Labor or as otherwise provided by law. {7) The Contractor will include the portion of the sentence immediately precedin' paragraph 1, and the provisions ofparagraphs lthrough 7 in every subcontract or purchase order unless exempted by rules, reaulations, or orders of the Secretary of Lab�or issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administerin� agency may direct as a means of enforcing such � provision, including sanctions for non compliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interest of the United States. (8) The Contractor will comply with Executive Order 11246 based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as set forth in 41 CFR Part 60-4 and its efforts to meet the goals established for the geographical area where the Contract is to be performed. The hours of minority and female employment and trainin; must be substantially uniform throughout the len�th of the Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or &om project to project for the sole purposed of ineetin� the Contractor's goals shall be a violation of the Contract, the �� Executive Order, and the re�ulations in 41 CFR Part 60-4. The goals are expressed as percentajes of the total hours of employment and training of minarity and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are, published periodically in the Federai Reaister in notice form, and such notices may be obtained from any office of federal contract compliance programs office or from federal procurement contracting officers (512) 229-5835. The Contractor is expected to make substantially uniform progress toward its goal in each � � � a I I � I � r � � i � � � � � � 0 0 craft during the period specified. Whenever the Contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000.the provisions of these specifications and the notice which contains the applicable goals set for minority and female . participation and which is set forth in the solicitation from which this contract •resulted. 0 � � � a � SITE CERTIFICATE This is to certify that the (T.P`al Name of Applicant, i.e., City. District, etc.l ahas no�v acquired, taken bona fide options on, or initiated formal condemnation proceedings against all property (sites, easements, rights-of-way, or specific use permits) � necessary for construction, operation and maintenance of wastewater facilities described as a (Proposed Contract No. and Description) in accordance with plans and specifications approved by the Texas Water Development Board. Any deeds or documents required to be recorded to protect the title(s) held by � C�'� � C J � � � � I� J � • (Legal Name of Applicant) have been recorded or filed for record wherever necessary. In the event of conflicts �vith existirig underground utilities or preserve unknown cultural or historic resources, the • (Name of Applicant) has the right of eminent domain and will take condemnation action, if necessary, to acquire any sites, easements or rights-of-way which may be required to change the location of any of the facilities described above; and upon acquisition of the ri?hts-of-way and recording of documents, will submit another site certificate to that effect. EXECUTED this day of , 19_. (Signature) (Title) NOTE: This certificate MUST BE EXECUTED BY AN ATTORNEY OR AN ABSTRACTOR qualified to evaluate the Applicant's interest in the �� site and make such a determination. � � I� i� � i� � � � � � � � � I I I I � � � S.R.F. 1- 0 The Contractor shall complete the two attached Texas Water Development Board forms at time of contract execution. 2- The Contractor shall submit along with the by-monthly payroll certification the attached form SRF - 74, Certification By Contractor for Labor Standard � Compliance 0 � L*J � � �■J �l L�J C�I � � L�J � J �J L�J �� u � CONTR.ACTOR'S ACT OF ASSURANCE STATE OF TEXAS COUNTY OF �i2J�Aa� �T , _ BEFORE ME, f�/Q4 -�a' Notary Public duly commissioned and qualified in � and for. the County of � f��)� in the State of Texas came and appeared � , o��D �,(��resented by � the corporation's . � ��.�� r , who declares he/she is authorized to represent �l�/,4,�/J �,��ursuant to provisions of a resolution adopted by said corporation on the .-�\��Y'� day of , 19 �� (a duly certified copy of such resolution is attached to and is hereby made a part of this document). /'%� �� , as the representative.of�l�� lj , declares that �lo�/ ,�,�r� �i(�%��s`s �3'es the Texas Water Development Board � ro ect at , Texas, ' that it will construct p,1 in �accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. GIVE UNDER MY HAND and seal of office this 199 A.D. P FREIDA KAY REDDING � * * Notary Public, State of Texas ; My Commission Expires � �� o�� ° 4-28-2001 ; , , ,,.,-,. � My commissio � I•J 1 �J 1� 1�1 � I�J � � � I�J CONTR.ACTOR'S AET OF ASSURA�tCE RESOLiITION I hereby certify that it was RESOLVED by a quorum of the directors of the . � � . �� c� i.�.lnc1� r,1n�i-�j�. r ��n_ c� �,�C'v1 r.� name f corporation �� . meeting on the day o �.�'�-'� , 1,9.�, that `F1a. �-�.�.►�`� � , be, and hereby is, authorized to act on behalf of �t7�Y1 I c�-Sr1C'� �1'T�n�Ya�� r��f� � name of corporation as its representative, in all business transactions conducted in the State of Texas, and; That all above resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution has not been rescinded or amended and is now in full forces and effect; and; QIn authentication of the adoption of this resolution, I subscribe my name and affix the seal of the corporation this � r� �'�l day of Q , 199`' . � � l�l 1�1 � ��i�,�-4�� y Secretary ,,,/ � (seal) �, � 1�1 � I � � � � � � � I� �III � � � � � � � 1 I� 0 Certification by Contractor of Labor Standards Compliance In accordance with Title 29, Subtitle A, Part 5, Section 5.6(A)(1), each monthly engineering estimate must be accompanied by the following certificate executed by each prime contractor employing mechanics and laborers at the work site in which the federal government is to participate: Estimate Number: Name of Project Contract Number � Date for period to Location Date Contract Awarded State Revolving Fund Loan Number I hereby certify that all of the contract requirements as specified under the labor standards � have been complied with by: , �as principal contractor and by each (Name of Contractor) ' subcontractor employing mechanics or laborers at the site of the work, or there is a substantial dispute with respect to the required provisions. Name of Contractor/Subcontractor Signature and Title 0 Notes: ,1. This certification may be placed on the estimate or on a separate sheet attached to the estimate. 2. The Texas Water Development Board shall, prior to approving a voucher, satisfy itself that copies of these certificates aze on file with the owner. a D. D � a �. � �� r.1 . � � , � !� ► � PART H GEOTEC�INICAL RESULTS jl D D � D � � � � � � � � Q a � � D � Lab Number Test Hole 20925 1 20926 2 20927 3 20928 4 20929 5 20930 6 20931 7 20932 8 21290 9 21291 10 21292 11 21293 12 ��iY•�'L'. 13 j:/1120/3177-01 /390/PVM NT164. WK4 Location Test Result Cobb Fark Rd. - 1.75" HMAC STA.98+90 M-164 6.00" Fine to Coarse Gravel 13.00" Brown Clay 9.50" HMAC E. Maddox - STA. 4.00" Pale Brown Clay 96+15 M-164 6.50" Reddish Brown Ciay w/ Gravel Avenue G- 65 ft. 2 50" HMAC West of Hall St. STA. 17.50" Coarse Gravei 2+40 L-1756 Avenue G- 45 ft. 1.00" HMAC East of Whiters STA. 5.00" Brown Clay w/ Gravel 7+35 L-1756 14.00" Brown Clay Stern St. �- 77 ft: 4.50"A HMAC � ' North of Avenue G 4.40" Concrete (Damaged)) L-4826 11.00" Brownish Gray Clay E. Rosedale St. - 20 3.50" HMAC ft. West of Sterns 4.50" Coarse Gravel STA. 2+98 S/4 12.00" Gray Clay 2.00" HMAC Ernest St. - 520 ft. 2•50" Brick North of Rosedale 1.50�� Cushion Sand 5.00 Concrete 9.00" Brownish Yellow Clay Ernest St. - 215 ft. 4.00" HMAC South of Vickery 16.00 Light Gray Clay w/ Gravel Ernest St. - STA. 2•25" HMAC 3+50 E/4 11.00" Coarse Gravel 6.75" Reddish Yellow Sand 4.00" HMAC Vista St. - STA. 7+37 2.00" Concrete (2:27) 90 ft. East of Ernest 14:00 Yellowish Brown Sandy Clay w/ Gravel . Woodrow �St. - 510 1.00" HMAC � ' ' Woodrow Centerline 9•00 Gravel 16.00 Brown Clay 2.50" H MAC Woodrow St. - 70 ft. 5.00" Pale Brown Clay South of Ludella w/ Gravel 12.50" Brown Sand Lancaster 4.25" HMAC Ave.-195ft. East of 2.50" Brick Bomar N/4 7.50" Concrete (PSI 4755) � O a � � D CITY OF FORT WORTH CONSTRUCTIGN SERVICES LABORAT�RY RESULTS FOR TE;ST HOLE ANB PLASTICITY INDEX PROJECT: �EWE;R M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2 COBB PARK RD. � liGE r7u.: Z�i4bH FUND rnDF: Q2. . _____________________________________________________________�_, HQLE # 1 . � . , � ' . �' �LAB NO�. : ' 2fl925� - � i LvCAiiviv: STi�TION 9��9�•M-164 I ---------------------------------------------------------------� -� . -�, 5., ui„Ln v � d. GC:" 'r IiJE �iu CGtix�r� uF.NJEL I 13.00" BRQW[�1 rLAY I -----------------•�-----------------------------------------------� A'1"i'ERhURG L.Li�1iTS: LI�: 46.'7 PL: 23.3 PI: 23.4 SHRKG: 14.0$ I ?�?Ur!SE?•L �OL•OR rHART: 6/2 LIGHT BROWNISH GRAY CLAY I ------__=_�____________________________________________________� p g o� n�rp,i, ; ,� 1 JEnI T1A'j`F TF�TFn;� ng-02-97 Di�ir. i�EPvRTED: 09—OS-9n `P�;STED BY : PATTERSON, NAIL, DESAI ; ROUTING JAMES ANDERSON RAKESH CHAUBEY MATT STUTZ FILE � � � '� �� i � � � � � � � � � � � � � CITY �F FORT Tf'ORTH COI�fSTRuc:TION SEkVICES LnBORATCRY I:��:JLTS FOR '.CE:S'i' HULE AND PLASTICITY INDEX PROJEC`!':.SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2 E. M�DDOX LV� i�1G.: 164bB ' FtnvD c:onE: 02 � T______________________________________________________________ � H�T.F � � 1. , ' ' . . � . . �• NO. . .20926 . . , , � �� LOCATIvW: STATIOi�i 96i-1.SCi�I-16%� � ---------------------------------------------------------------� a.�, �" t�.�r: � . � 4. UV" t'HLr.; LSKG�V I;LHY I 6.5()" REnD.T.SH BRQLaP1 CLAY W/GRAVEL � -------------------------------------------------------------- � AT7'F�RBURG LIMTTS: LL: L4.5 PL: 12.4 PI: 12.1 SHRKG: 5.4$ � MUN�ELL COLOR CHART: 6/4 LIGHT YELZOWISH BROWN CLAY I --------�--------------------------------------------------====-I ------------------------- ----------------- - �! PFF.QVP.T�, : P"�IvT JERI TIATF TESTFil; QA-�?-Q"7 iiATr R�rvRT�G: J9—US-90 TESTEli BY: PATTERSON,NAIL,DESAI ROUTING JAMES PNDERSON RP,I�'ESH CHA`JBE`i MATT STUTZ � FILE � �. � �� J � CITY �OF FORT WORTH CONSTRUCTION SEkVICES LABORF�TORY RESULTS F�R TEST HOLE AND PLASTICITY INDEX � Pt�OJE�_T: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2 Q F.j�E�1UE G LJUr. 1V Ci .: 1 b 4 b C , FU?�I� rODE: 0� �� J � � � � � � � � � � ________________________________=_________.=___-_________=====1 HOZ.E #. 1 � . • � �TAB N0. . � 209?? � � � ' I L^vCATI�t�: 65' j+�iEST OF ` r LL ST. STA. 2��i0 L-i756 CENTERLINE � ---------------------------------------------------------------� ? , �. n �� yp.�r� � I i i. 5u" l,liHtC�L uFwVEL � I __--__----.---___________________________________________________1 _______________________________�________________________________� HU.LE: # 2 LAS NU.: 2092$ � i T.�ICATTOIv: 4�� EAST OF WHITER� STA. 7+35 L�-1?56 CENTERLINE I ---------------------------------------------------------------� 1.00" HMAC I 5. 0 0" B ROWI�1 CLAY W/ GRAVEL I 1�. G 0". i� ROWN CLAY I -----------------------------=---------------------------------� ATTERBL'RG LIP•'I�TS: LL: 35.4 PL: 18.4 FI: 17.0 SHRKG: 9.6� � MUNSEL COLOR CHART: 4/3 BROWN CLAY � I �_______��___=====s=s�=�saa��=a��=�__=�_=______��____=�===a==� APPROVAL: ' �. � � R .. .N JFrR�� " � � . UA`!'� TL:ST'EL): 09-02-97 DATE R�'PORTrr; OQ-0�-95 T��. T'YT TTT�T 1' 4TT TT � T �<u 1L�L . Yril1GriSO1��1Vi�1L� Hl �. � ROUTING , JAMES ANDERSON RAKESH CHAUBEY ' i�fP,TT STUTZ FILE � ;. � 0 � � .� �� CITY OF FORT WORTH CONSTRUCTION SERVICES LABCRF,TCRY 1':ESULT� 'FOR TEST HOLE AND PLASTICITY INDEX PROJECT: SEWER M-390 & M-3bSR GROUP 6 CONTRACT 1 PART 2 ' ST�A�I STREET DGE Nu.: 1b�bD F!JND CODE: 02 � ______________________________________________________________=1 NOLE # 1 � � , � � . � � � LAB NO. : 24929 � � � I LOCATION: 77' NORTH OF.1r�VENUE G L-4826 CENTERLINE I ---------------------------------------------------------------� � , � n �� :.NL�1C ! , 4...�i U" (. OHKS r., GRH�% EL � 7..?..00" GRAY CLAY I ---------------------------------------------------------------� i-1TTEK13URG l�:rMITS: L'L: 53.4 PL: 20.1 PI: 33.3 SHRKG: 16.0� I P�JN�EL• COLOR: E/2 LIGHT BROWNISH GRAY CLAY _______________________________________________________________� APPROVAL: � �� J�RI ROUTING nAmF TFSTED: �9-�2-97 JAMES ANDERSON i�ATE RErvRTED: 0�-05-9�i RAKESH CHAUBEY TESTED BY: PATTERSON,NAIL,DESAI MATT STUTZ FILE � �. �I � �I i � � � � � � � � � � � ' � � � � � � � � � CITY OF' FORT WORTH , CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2 E. ROSEDALE STREET DOE NO.: 1646E FUND CODE: 02� � __==�=�c=e==cecccc_=o==�= �_�sa��----aa��s--�c�==�� o====�a � ', HOLE # .1 ' . " � , � � LAB �NO. : 20930 � �. � . � , ' � . . � . �., , LOCATION: 20' WEST OF STERNS STA. 2+98 S/4 I ?.�0" �C----------------------------------------------------i 2.5�" BxICK � I 1.50" CUSHION SAND � � 5.00" CONCRETE (SAMPLE DAMAGED NO PSI) ' I 9.00" BROWNISIT YELLOW CLAY I ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 34.8 PL:�15.7 PI: 19.1 SHRKG: 8.0� j MUNSEL COLOR: 8/3 PALE YELLOW CLAY _______________________=_____________________________��_=====f APPROVAL: QsJ -��' JERI DATE TESTED: 09-02-97 DATE REPORTED: 09-10-96 � TESTED BY: PATTERSON,NAIL,DESAI R�UTING JAMES �ANDERSON RAKESH CHAUBEY MATT STUTZ FILE � • � � � . �. J c � � CITY OF FORT WORTH � CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX � PROJECT: SEWER M-390�& M-36SR GROUP 6 CONTRACT 1 PART 2 � ERNEST STREET � DGE NO.: 1b�bE' FUND CODE : �J?. !J � �I � � � � � J J � �] � .. . . __________________________=_______-_______________________ -=-I HOT E..# 1. ' • `,� LAB NO .. .. 2 0 9 31 � , I LGCATivN: 520' TJGRTH G��ROSEDAI,E M-53R CENTERLINE I -1-�0��-�nc--------------------------------------------------- i 10.00" 13tCO�IlJH �ELLGinr SHl`IDY Gi�VEL I 9.00" BROWN CLAY I ------------------------------------------- . AT`1'ERBUkU LIMITS: LT.: 41.5 PL: 16.7 PI: 24.8 SHRKG: 12.0$ I MUNSEL COLQR: 5!2 GRAY�SH BROWN CLAY _______________________________________________________________� _______________________________________________________________1 HOLE # 2 � LAB NO.: 20932 I LOCATION: 215' SOU�l'H OF VICKERY CENTERLINE • I ---------------------------------------------------------------� 4.00" HMAC � � 16.OU" LIGHT GRAY CLAY W/GRAVEL I ---------------------------------------------------------------� ATTERB�RG LIi•iiTS: � Li,: 25.3 PL: 14.7 PI: 10.6 SHRKG: 6.0$ � MUNSEL COLOR: 7/2 LIGHT GRAY CLAY ______—_=______—__________________________________------------- ------------------- I�,PPROVAL:: • ' � ' ' � � , �1 R _ N JERI ' DATE TESTED: OQ-02-97 D1:TE �FPORTED: o�-os-�c TES'TEli BY : PI�TTEhSOiv, NT�IL, DESKI ROUTING � JAMES ANDERSON I�AKESH CHAUBEY MATT STUTZ FILE �, � � � � � � � � r! � � �.! � � � � � �M � CITY OF FORT WORTH CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2 ERNEST STREET � DOE NO.: 1646G FUND CODE: 02 ' �_= a�-==�____��_=_---- -----------�-----------------_= i HOLE �' 1� . � •, . � ' ' � i,AS NO. :. 21290� ' , ' � � LOCATION: STATION 3+50 E/4 . � ---------------------------------------------------------------� 2.25" HMAC ( 11.00" COARSE GRAVEL ' � � 6.75" REDDISIT YEI,LOW SAND � ---------------------------------------------------------------j ATTERBURG LIMITS: LL: 22.0 PL: 18.8 PI: 3.2 SHRKG: 1.6$ { MUNSEL COLOR: 6/6 REDDISIT YELLOW SANDY CLAY ' �_______________�_____= ___��________------------------------�I ----------------------- APPROVAL: / �/--�� JERI DATE TESTED: 09-04-97 DATE REPORTED: 09-12-96 TESTED BY: PATTERSON,NAIL,DESAI ROUTING JAMES ANDERSON RAKESH CHAUBEY MATT STUTZ FIL� ,. t •J � � � � J `J � � J � � � . . � J � � � CITY OF FORT WORTH CONSTRUCTI�N SERVICES� LABORATORY RESULTS FOF� � TEST HOLE AND PLASTICITY NDEX PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2 VISTA STREET DOE NO. : 164 6H . . ' . . . . . FtJND CODE : 02 ' - � ' ` � � sOf�r��•' _�_��C��L��.`.��L ��r��L�� } HOLE # 1 . LAB NO.: 21291 I LOCATION: STATION 7+37 90' EAST OF ERNEST i 4.OQ"-HMAC _____________�__.._________-------------------------i 2.00" CONCRETE {2:27) . (. 14.00" YELLOWISH BROWN SANNDY CLAY W/GRAVEL I _---------------------------------------------------------------� ATTERBURG LIMITS�: LL: 26.7 PL: 13.0 PI: 13.7 SHRKG: 7.0$ ( MUNSFT� COLOR: LIGHT YELLOWISH'B�OWN CLAY �_��.__�_____==-----��_��____=_______�_�-_��_------------ � APPROVAL: � R JERI DATE TESTED: 09-04-97 DATE �EPORTED: 09-12-96 , � TESTED BY: PATTERSON,�NAIL,DESAI ROUTING JAMES �ANDERSON RAKESH CHAUBEY MATT STUTZ FILE � 3. � � � �I J � � � � CI TY OF E'ORT WORTH , CONSTRUCTION SERVICES LABORATORY RESULTS FOR TEST HOLE AND PLASTICITY INDEX PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2 �WOODROW STREET � DOE NO.: 1646I . . FUND CODE:. 02 ' ' � . � � � �J J J � � J � � � _�------------------ -_----�=_------��__==_________------ HOLE # 1 LAB NO.: 21292 I LOCATION: 510 WOODROW CENTERLINE . I -1-ooN-�c ---------------------------------------------------i 9.00" GRAVEL I 16.00" BROWN CLAY I ---------------------------------------------------------------( ATTERBURG LIMITS: LL: 23.1 PL: 13.8 PI: 9.3 SHRKG: 5.0$ � MUNSEL COLOR: BROWN SANDY CLAY a=v=a=�=o====-===mmo=�a_._ �.___--�__._-..._"'-----c=c��=c---______-Q==' �x==�= ��c��-�� ----=r��=a==�-- �_�_��e�c��a�sces�=�= - HOLE # 2 LAB N0.:�21293 I LOCATION: 70' SOUTH OF LUDE?�LA CENTERLINE I ----------------------------------------------------------------) 2.50"' HNIAC � I 5.00" PALE BROL�I CLAY W/GRAVEL . I 12.50" BROWN SAND I ---------------------------------------------------------------- ATTERBURG LIMITS: . LL: 22.0 �� •PL., 17.2 ,PI :- 4.`8 SHRKG; 2.4� '� �- �. MUNSEL COLOR: 6/6 REDDISIT YELLOW CLP,Y SAND �_____ _________=___--- -a------�=s�=�=�_�= i -----_� APPROVAL: Q� JERI DATE TESTED: 09-04-97 DATE REPORTED: 09-12-96 TESTED BY: PATTERSON,NAIL,DESAI ROUTING JAMES ANDERSON RAKESH CHAUBEY MATT STUTZ FILE . .., � t 1 1 � 1 � 1 � II � � � � � � � � � I � I I I CITY OF FORT WORTH � CONSTRUCTION SERVICES � LABORATORY RESULTS FOR TEST HOLE AND PLASTIGITY INDEX PROJECT: SEWER M-390 & M-36SR GROUP 6 CONTRACT 1 PART 2 LANCASTER AVENUE . DOE�NO.: 1646J ,� � � �- . � � � � FUND � CODE : �2 � � � __________=____�________________=_______________=_____--====I HOLE � 1 , LAB NO.: 2T294 I LOCATION: 185' EAST OF BOMAR N/4 � --------------------------------____-----------------------------� 4.25" HMAC J 2.50" BRICK ( 7.50� CONCRETE (COMPRESSIVE STRENGTH 4755 PSI) I ---------------------------------------------------------------� ATTERBURG LIMITS: LL: 34.0 PL: 15.9 PI: 18.1 SHRKG: 9.0$ � MUNSEL COLOR: LIGHT GRAY CLAY aem=�� --=sa--'�^----=mm��._.._._c��—��sx=a�_��--� —_��--��x—as I APPROVAL: � ' JERI DATE TESTED: 09-04-97 DATE REFORTED: 09-12-96 � TESTED BY: PATTERSON,NAIL,DESAI � ROUTING JAMES ANDERSON RAKESH CHAUBEY�. MATT STUTZ � FILE �. City of Fort Worth, Texas �1►�Ayar And Caunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 10/19/99 **C-17705 30LANC 1 of 2 SUBJECT AWARD OF CONTRACT TO SOUTHLAND CONTRACTING, INC. FOR MAIN 390 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 2, UNIT 2 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Southland Contracting, Inc. in the amount of $2,768,181.74 for Main 390 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 1) Part 2, Unit 2. DISCUSSION: On May 20, 1997 (M&C C-16053), the City Council authorized the City Manager to execute an engineering agreement with Dannenbaum Engineering Corporation to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Main 390 drainage area. This project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the U.S. Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project consists primarily of the replacement of sewer main M-164R beginning from a point 650 feet south and 1,600 feet west of the Lancaster Avenue/Beach Street intersection, thence southward 200 feet, eastward 1,100 feet, southward 1,500 feet, eastward 300 feet, and southward 750 feet. The proposed improvements consist of the replacement of 3,500 linear feet of primarily 36-inch and 42-inch sewer pipe, to be replaced by means other than open cut. The project is located in COUNCIL DISTRICT 8, Mapsco 78A and E. The project was advertised for bid July 22 and 29, 1999. On August 19, 1999, the following bid was received: BIDDER AMOUNT TIME OF COMPLETION Southland Contracting, Inc. $2,768,181.74 150 Calendar Days Staff is of the opinion that the City received only one bid on this project because very few local con;tractors have the capability of installing large diameter sewer pipes by means other than open cut as required in this project. Staff has reviewed the unit prices and has determined them to be fair and reasonable for the scope of work proposed in the project. In addition to the contract cost, $194,000.00 is required for inspection and survey and $83,000.00 is provided for project contingencies. Southland Contracting, Inc. is in compliance with the City's M/WBE Ordinance by committing to 17% M/WBE participation. The City's goal on this project is 17%. City of Fort Worth, Texr�s ��►�Ayar� And Caunc�l C,ammun�cA��an ' DATE REFERENCE Nl1MBER LOG NAME PAGE 10/19/99 ' **C-17705 30LANC 2 of 2 SUBJECT AWARD OF CONTRACT TO SOUTHLAND CONTRACTING, INC. FOR MAIN 390 �QRAINAGE AREA SA'NITARY SEWER SYSTEM _REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 1) PART 2, UNIT 2 �ISCAL INFORMATION/CERTIFICATION: y The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the State Revolving Fund-Sewer. MG:j Submitted for City Manager's Office by: Mike Groomer G 140 Originating Department Head: A. Douglas Rademaker Additional Information Contact: G157 � FUND I ACCOUNT I CENTER � AMOUNT � (to) � � ( � � (from) � PE42 541200 070420417520 $2,768,181.74 � A. Douglas Rademaker 6157 � � CITY SECRETAR>Y �ov�D CITY COUNC�� i + 0 CT 1 g 1999 �� '� Cit� S�t�ataa� �c+! t$� '4�"it�+c� F�3 �Sioz�„ %X�