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Home My WebLink About025427 - Construction-Related - Contract - Tri-Tech Construction, Inc.� �:.�:.� w��,�� . . � �.�.�. r�� . . . � � �� 1�a�`��.�! �a��v��'1�� . GiTY SECRETARY � �� .� �+ ��i�r � i�Ui'��1'� CC3�Y ORT ORTH �ONTRACT NC) . �J `�y2% :, � �:�..��';�.�� :�,��?3'i�i��iT .� ... `� SPECIAL CONTRACT DOCUMENTS - FOR ., .... r- ..� � �, �. W R i 1.f �, ►... w� b- ► M.� r� - WATER MAIN REPLACEMENT CONTRACT 9811 (1998 STM) CLIFF PARK, GEORGIAN ROAD, LEDOUX DRIVE, THOMPSON STREET PROJECT NUMBER PW53-060530175230 D.O. E. NO. 2293, 2321-2323 ROBERT TERRELI LEE C. BRADLEY, P.E. CITY MANAGER 0�� DIRECTOR C� �� ► Q� WATER DEPARTMENT 11 Oo VV�J��U17�Q �lSWe A. DOUGLAS RADEMAKER, P.E., DIRECTOR DEPARTMENT OF ENGINEERING MATEO CONSULTING ENGINEERS, INC. 210 WEST 6'h Street, Suite 1200 Fort Worth, TX 76102 Tel (817) 878-2700, Fax (817} 878-2599 0 �< � � � � � � � . � � � � � � � ' � � � � � � �d 3 � � {G � � � Li: !'=Rr � c � , • ,;r �'.` . � � , :� � ' �� T1-��-�9 NO3:21 Ifd � . Ari�E�iDUM 1�1U.1 �N �l�R WA'�'ER MAIN REPL�iCEM'�l�t'T CONTR.A d�' S►8�� (199$ STM) � CI.i�'� PK, G�4RGTAN RD, iEDOUX DR 'TgUMPB'i�N 9�' �.Q.E. ND. 2��3, �321-�323 SEP�`�1V,��E�t x4,1�99 PAGE 1 t�F 2 , � L�J � L�J � � � L�l � L�J � L�1 � l�J l■J 'fhi� �tlde�dum farms part of th� �arrt.ract �iooum�nta r�fe�rtr,etl alaovc aitad madifiea the fi origin�I Corttra�t Doaum�ents �.nd F'3�ns. Ackzwwledg� r� , igt of�this addendum by sigxiing and �ttachiing it to the CantraGt ria�ume�ts Cinsida�. Idoto receipt of th$ Addendum in th� I�id Propos�l and on the out�r �n�clap� � f your bid. �'LFASE MA�E 1�1+UTE UF THE Ft?LLt?WING 1�ES�SYUNS• �PECTFI�A'T�(�AT t�Nri CQNTRACT D��I1M�N'�� _ � 1. �'art A, �o�prch��sive Natice '�n Bidders, Fage NIS Last Line, ai�er "�pplioable" add "�►dd��tda maj►'bc ik"�eject�erl as no`n-r�apomaive"��_� . . �. ..._ ..,.... ,. .,... ....v 2. P�rt $, �rapas$l, �age B-S, Item N�. 2Q. Aelete this ��m iz�. rts �e�►tirety. Itequirtemeat� #`or �his wvrk as �lwvvn or� Sheet 3 of � 1 in the drawir�gs �re delete�l. 3. �'art D, SpeCifll Cr��itians, Fage �3-60, after LT-143 �avem�# �tnP�B Par�g�raph add the ��7llawing paEragrapb,: ' D-14� Co�zactor's $,�sponsibilitv�r D�t ��e Cl�, � �'art C— General,Conditians, So�ctian C6-6.12 sha11 ie revised to reaxi as fofl4ws: �ontra�tor co�venants and agrees ta inc�emr�3.fy City' �ngineex snd architect, and their �'erst�nncl �t the project site fiar C�ntrttctor's �aie n�lige�cc. Int additipn, Co�ot�o� Cavenants and agrees to iiulcmniTy, hc�1d harnilass nd de�cnd, at its own ex�e�sc, t$� Qwner, its oi�icers, ser.vants an�,employses. irom ag�inst a�xy �nd all Claixns c�� Suits fbr l�ro�ertY Ia`ss, Propert�' damaSe, personal ,jurY. �ncluding de�th, arisiug at�t o� c�r alleged to ari�e out c�� tl�e wark and serviCes Q be gcr,fz�� neneunder by Cvntracta�r, its of�i cers, agents, ernployces, subco �tors, licens�es t�r invii�s, wh�ther or �eot a�tv such �it3ury tlama�e nr death��is car�ced. ln wherl� vr �ttt �ar� bv ihe n! er�ce nr alle,�e�' nePll�errre ofO�ter, ��;�rs. se,�y,�nts. or � 1� Contr�ctor likewise cavenanis �ui agre�s to it�de�r�tn��y and �old �nless thie t7wner frarn and agait�st any a�cci all injuries to Uwner's o�iaers, serv�nts at� omplt+yea$ and any darnagc, tvss or destruction of pro�rty of the �wn�r arising from th� petf.�r�mance of az� of thc tertns and canditior� a�this Contract, wh�ther or nor any su�h ��ury ar damc�:e�e is carused in whate ar in arrt. bv dha tte�c�ce or alle�,d n,�l�ea�ee oPOw�ter. its ofRcers. serur�nts vr t»�tovat�, • In the cvent �wncr receives a writt�n claim £� .� ges agai�ast the Coptractor ar its Su'bGontractors �rior to �nal payment, fin� paym� shall no# be m�d+� ua#iI Co�actor either (a) submit� to Owner satis�faaio cvidence that t�e �1$im h�ts b�en �ettled andlox � reloase fxam tl7e claimaui inva�v or'{b) fxravides t?u�►ner with a ett l�ttar &am cosrizactQx's li�bility insurance c,arricr �t the cl�i�e has bcsn �eferred to thc insu,rancc ca�x'ier. ' ' T7ie Dix'ectQr may, if'b� deems it apP�+�apxiate, r�ft�.se to ��cept bids an oth�r City of . �� ,� .. : '� ; , � �� L�J I�I � I�I G � � u 0 LJ u � � � � � J L�� ___.. .. �� ADDENDTJN� NO. �. + F4It WA,TER MAiN R�P'I.AC�M�NT CO�TR��'r (X998 S'l'iV�� CL�FF PI�i GEO�i�IA,N RD, LEDdU� DR AN� THOMPSC�N ST D.O.E. Nt�. 2293, 2321�Z�Z3 S�PT�MB R�d,1999 PA+C�20�'2 . �6 F Fvrt Woxth public work fmm a�ontxactcrr �gainst wl�►o�i ��clai� far d�mages is outst�nditlg $s a�sult o£ work performed �inder e� CiCy �vz�tract. All ather pmvisions of the plans, spec�catians and contra� documaent for tha �rroj�c�c wbich are nat ex,�res�iy amended h�rein sball rcm�aitn it� fii� fivrc�. Fail�re to �return a signed copy o� the addendum wrt�► thc pvs�l shall be gro�nds fox readcring the bid no�-re�gax�sive. A signeii �copy o�"this� "+deridiun'��I k� plac�+d �ntg the Pmposa! �t the tun� bf bid submittal. �f RE�EI�T A�CNtyW�EriGED A. Aauglas �udemak�r, F.E,, riir�e¢tor , . . ��-� +��y; 1 �; - I � � °'� �� sy: �M ��: 9 - 3 �-9� . , �� . . Appro ea• , _,,�l,r�' ��,. .. � �'ak Tric�, P.B. , � , , Consultant S�riri�ces , , � . . �� . . y �� . �� , JI �F � ..� � , _ �.�..... �� .. � . . ... . �!M 0 d, .. �` A a �� ' • � l�i I�� l�l � � l�J l_�� I:�J i�J � � � � l�i � L1 I�J � � �I �k 1p �� SPECIAL CONTRACT DOC�JMENTS �� FOR �� WATER MAIN REPLACEMENT CONT • CT 9811 (1998 STM) CLIFF PARK, GEORGIAN OAD, LEDOUX DRIVE, AND THOMPS�} N STREET �E PROJECT NUMBER: PW53-060530175230 D.O.E. NUMBER: 2293, 23�i1-2323 �� ROBERT TERRELL I�EE C. BRADLEY, P.E. CITY MANAGER �� DIRECTOR 1/,VATER DEPARTMENT �� A. DOUGLAS RADEMAKER, P.E��, DIRECTOR DEPARTMENT OF ENGIN�ERING � v � l� - ti TF' �� .",�P' ..• •.... 1 '�� ! f•'• •••��*,� �� O • 1 • 4 ��RICHARD K�LAIRD �• � �� ...............o.............� y �o' � 59187 � �; �� 4 �� (�Q�'�"�Es��,Q.�:•�� `�`... .•• .: ! �'� 0 Al. ��" PREPARED BY: �N � � MATEO CONSULTING EI�GINEERS, INC. 210 WEST 6'h Street, Suit��1200 � Fort Worth, TX 76102 Tel (817) 878-2700, Fax (�� 7) 878-2599 �p �k � � l�] � � � � � � � I � � � � � � � � � � �M �N TABLE OF (�ONTENTS i �� PART A - NOTICE TO BI�DERS COMPREHEN IVE NOTICE TO BIDDERS SPECIAL INS UCTIONS TO BIDDERS PREVAILING ` AGE RATES VENDOR CO PLIANCE TO STATE LAW MBE/WBE BI SPECIFICATIONS PART B - PROPOSAL �� PART C - GENERAL CC��IDITIONS PART C1 , - SUPPLEMEN�'ARY CONDITIONS �R PART D - SPECIAL CONDITIONS PART E - MATERIAL C�NDITIONS PART F - INSURANCE/�ONDS PART G - CONTRACT �� PART H - TEST HOLE DATA PART I - TxDOT APP�OVAL NOTICE �� E � � a � � � �- _ � � Q Q � � � Q � � � � u r� PART A � V�� NOTICE TO BID�ERS COMPREHENSIVE NOTIC�`E TO BIDDERS SPECIAL INSTRUCTION� TO BIDDERS PREVAI L! NG WAG� RATES VENDOR COMPLIANCE �a STATE LAW MBE/WBE BID SPECI��ICATlONS �, �� ; A � �k d� �f �p �� it �� ► a �F ��. . MATEO CON �LTIIVG ENGINFERS, IIVC. N � � � � I� ��J �� PART A �p NOTICE TO BIDDER�F a� Sealed proposals for the following: For: VI�ATER MAIN REPLACEMENT CONTRACT 9811 (�98 STM) IN CLIFF PARK, GEORGIAN ROAD, LEDOUX DRI� E, AND THOMPSON STREET DOE NUMBER 2293, 2329-2323 L�J �� L�J � � LJ � � L�J L�' �� J � Addressed to Mr. Bob Terrell, City Manager of the City of Fo� Worth, Texas, will be received at the Purchasing Office until 1:30 P.M., September 30,1999, and then p blicly read aloud at 2:00 P.M. Plans and Specifications and Contract Documents for this project may be o tained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Stree � Fort Worth, Texas. A deposit of thirty dollars ($30.00) is required for the first set, of documents; additi nal sets may be purchased on a non- refundable basis for thirty dollars ($30.00) per set. �� The major work will consist of the following: r WATER MAIN REPLACEMENT: a� 4300 L.F. 8 INCH WATER PIPE REPLACE ENT 1000 L.F. 1 INCH COPPER SERVICE FRO MAIN TO METER 5800 L.F. TEMPORARY PAVEMENT REP/;�IR (PER FIG. "A") d� For additional information concernina this proiect, please contact �`llr. Fred Ehia at (817)871-3424 or Mr. Jim Vandersand at (817)878-2700. �" Advertisement Dates: Date: September 02, 1999�� Date: September 09, 1999 Fort Worth, Texas �� I �� NB-1 � 'J� ;� [� � � � � � '� � � � I JI � PART A COMPREHENSIVE NOTICE TC� BIDDERS �� Sealed Proposals for the furnishing of all labor, materials, service� and equipment necessary in providing a completely constructed project identified as: N WATER MAIN REPLACEMENT CONTI IN CLIFF PARK, GEORGIAN Ri DRIVE, AND THOMPSON PROJECT NO. PW53-0605 :T 9811 (1998 STM) ), LEDOUX REET 175230 DOE PROJECT NO. 2293, 2�21-2323 Addressed to Mr. Bob Terrell, City Manager of the City of Foft Worth, Texas, will be received at the Purchasing O�ce until 1:30 P.M., September 30,1999, and then � blicly opened and read aloud at 2:00 P.M. Contract Documents, including Plans and Specifications, may bey�btained in the office of the Department of Engineering of the City of Fort Worth, 1000 Throckmorton Street, Fort Worth, Texas 76102. A deposit of thirty dollars ($30.00) is required for the first set of documents; add��ional sets may be purchased on a non- refundable basis for thirty dollars ($30.00) per set. All bidders will be required to comply with provision 5159a of �Ve�onOs Civil Statutes0 of the State of Texas with respect to payment of prevailing wage rates and City Ordinan e No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employm�nt practices. Bid Security is required in accordance with the Special Instructi�hs to Bidders. The major work will consist of the following: �� WATER MAIN REPLACEMENT: 4300 L.F. 8 INCH WATER PIPE REPLAC�MENT � 1000 L.F. 1 INCH COPPER SERVICE FR M MAIN TO METER 5800 L.F. TEMPORARY PAVEMENT RE AIR (PER FIG. "A") Included within the above will be all other miscellaneous items 4f construction as outlined in the Plans and a Specifications. �� a �*' �' t�J � u The City reserves the right to reject any and/or all bids and wai e any and/or all formalities. AWARD OF CONTRACT: No bid may be withdrawn until the ex�ration of ninety (90) days from date bids are opened. The award of contract, if made, will be within ninety ( 0) days after opening of the bids, but in no case will the award be made until all necessary investigations a'e made as to the responsibility of the bidder to whom it is proposed to award the contract. �N Bidders are responsible for obtaining all addenda to Contract �ocuments prior to the bid receipt time and acknowledging them at the time of bid receipt. Information rega,��ding the status of addenda may be obtained by contacting the Department of Engineering at (817) 871-7910�• Bids that do not acknowledge all applicable NB-2 �N � � I�:� � In accordance wrth City of Fort Worth Ordlnance No.11923, the City of �� ort Worth has goals for the participatlon of minoriry business enterprises and women business enlerprises in ��Cityr oontracts. A oopy oF the O�dinance can be obtained from the off'�ce of the City Secretary. In order for bid ta be considcred responsive, the AFFIDAVIT STATEMENTS included within these bid documents mu t be completed and submitted with the � bid. Fai►ure to submit the completed AFFIDAV(T STATEMENTS s alt render the bid non-responsive. In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM. RIME CONTRACTOR WAIVER FORM and/or the GOOD FA1TH EFFORT FORM (UDocumentationU) as a�' ropriate. The Dacumenfation must be received no later than 5:00 P.M., five (5) City business days after the � d opening date. The bidder shall obtain Q a receipt from the appropr�ate employee of the managing departm�nt to whom delivery was made. Such recei pt shall be eviden c e that t h e D o c u m e n t a t i on w a s r e c e i v� e d b y t h x C R y. F a l u r e t o c o m p l y s h a l l r e n d e r t h e bid non-responsive, �� LJ � � � L�J t'�' �� L�I � �' ._i �,I u '!J The Managing Department For this project is Department of Engineering. For additional Information concerning this project, please contact F��d �hia, P.F. at (817) 871-642a or Jlm Vandersand at (817) 878-2700. BOS TERRELL CITY MANAGER , C� ORIA PEARSON C � C TY SECRETARY ��partment of Engineering A. D ademaker, P.E., pirec or ��r: , / Rick Trice, P.E., Manager �onsultant Services � Advertising Dates: Fort Worth, Texas Date: . September 02� 1999 Date: September 09,1999 � : � � � � � L�J � � ��J L! L�J � � LJ � � LJ � u � SPECIAL INSTRUCT'ION TO � DERS (WATER DEPART� �f 1. PREOUALIFICATION REOiTIItE1VI�NT: All co tors submitting bids are required to be prequalified by the Fort Worth Water ent prior to submitting bids. This prequalification process will establish a bid limit t��sed on a technical evaluation and financial analysis of the contractor. It is the bidder's �nsibility to submit the following documentation: a cnnent financial statement, an ac�ptable ezperience record, an acceptable equipment schedule and any other do ��ments the Department may deem necessary, to the Director of the Water Department �t least seven ("n ca�endar days prior to the date of the opening of bids. �� (a) The financiai statement required shall have been repared by an independerit oertified public accountant or an independent public acc�untant holding a valid pernut issued by an appropriate State licensing agency and sh�ll have been so prepared as to reflect the financial status of the submitting company. s staiement must be current and not more than one (1) year old. In the case that a bi� ding date falls within the time a new statement is being prepared, the previous st�,tement shall be updated by proper verification. lw (b) For an experience record to be considered to be��cceptable for a given project, it must reflect the experienoe of the fum seeldng qualifi��on in work of both the same nature and technical level as that of the project for wl�ich bids are to be received. (c) The Director of the Water Department shall 1� the sole judge as to the acceptability for financial qualification to bid on any Fort V�orth Water Department project. (d) Bids received in ezcess of the bid limit shall b�Noonsidered non-responsive and will be rejected as such. (e) The City, in it's sole discretion, may reje� any bid for failure to demonstrate experience and/or ezpertise. ( fl Any proposals submitted by a non-prequalifie��bidder shall be retumed unopened, and if inadvertently opened, shall not be considered. � �� (g) The City will aitempt to notify prospective bij�ders whose qualifications (financial or � experience) are not deemed to be appropria �� to the nature and/or magnitude of the project on which bids are to be received. Fail�re to notify shall not be a waiver of any � � necessary prequalification. _1_ � L�JI� � �I�' C�� CI � �� J L�J ��J ��i I� � 2. BID SE;CURITY: A cashier's check or acceptable �idder's bond payable to the City of Fort Warth in an amount of not less than five '(59b) of the largest possible total of the bid submitted must accompany the bid, an�ubject to forfeiture in the event the successful bidder fails to execute the Contract uments v�rithin (10) days after the contract has been awarded. To be an acceptable s ty on the bond, (1) the name of the surety shall be included on the current U.S. Treasu , or (2) the surety must have capital and surplus equal to ten times the limit of the bon . The surety must be 7icensed to do business in the State of Texas. The amount of the bo d shall not exceed the amount shown on the Treasury list or one-tenth (1/ 10) the total ca�ital and surplus. 3. �ONDS: A performance bond, a payment bond�j d a maintenance bond each for one hundred lOQ �O rcent of the contract price will t'te required, Reference C 3-3.7. ( ) Pe � i of fort 4. WAGE RATES: Not less than the prevail�ng wa � rates estabhshed by the C ty Worth, Tezas and as set forth in the contract docu ents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lacl�� of clearness in stating prices in the Proposal the City reserves the right to adopt the �ost advantageous construction thereof to the City or to reject the Proposal. .� 6. BIDDER LICENSE: Bidder must be a licensed @ontractor in the State of Texas. ' � Revised Civil Statutes the 7. NONRFSIDENT BIDDERS: Pursuant to Amcle lg, Texas , Gity of Fort Worth will not award this contra t to a non�esident bidder unless the nonresident's bid is lower than the lowest bid subinitted by a responsible Tezas resident bidder by the same amount that a Tezas resident �idder would be required to underbid a nonresident bidder to obtain a comparable contrac� in the State in which the nonresident's ; principal place of business is located. • � ar ."Nonresident bidder" means a bidder whose prin�ipal place of business is not in the State of Te�s, but excludes a contractor whose ultimat.� par�ent company or majority owner has � its principal plac� of business in the State of Tez�s. � �� . This provision does not apply if t�iis contract inv�� lves Federal funds. � D •~� � • � � -2- � I� !J � �� n '�J �, l•J' � � L�J `� '� i� �l � � � � 1 1 � � The appropriate blanks of the Proposal must be fille�i out by all nonresident bidders in order for the bid to me�t specifications. The failure f a nonresident contractor to do so will automatically disqualify that bidder. � 8. PAYMENT: If the contract amount is $25,000 or lee�s, the contract amount shall be paid within forty-five (45) calendar days after completio�� and acceptance by the City. ' 9. �E_: In accordance with the policy ("Policy") of �e Executive Branch of the Federal Government, Contractor covenants that neither it, no ,any of its officers, members, agents, employees, program participants or subcontracto�� while +engagefl in performing this contract, shall, in connection with the employ �nt, advancement or discharge of employees in connection with the terms, condition ' or privileges of their employment, � discriminate against persons because of their age �xcept on the basis of a bona fide occupational qualification, retirement plan, or statu�"ory requirement. Contractor further covenants that neither it nor its o�ficers, members, agents, employees, subcontractors, prograrn participants, or persons ac ' g on their behalf, shall specify, in solieitations or advertisements for employees to w�rk on this contract, a mazimum age Iimit for such employment unless the specified ma�mum age limit is based upon a bona fide occupational qualification, retirement plan or tutory requirements. .� Contractor warrants it will fully comply with the �licy and will defend, indemnify and x hold City harmless against any claims or alle�ations asserted by third parties or subcontractors and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination ir�� the performance of this agreement. 10. DISABII,ITY: In accordance with the provisions c�f the Americans With Disabilities Act of 1990 ("ADA"), Contractor vwarrants that it and y and all of its subcontractors will not unlawfully discriminate on; the basis of disabili�► in the provision of services to the general public, nor in the availability, terms a,'�d/or conditions of employment for applicants for employment with or employees of �ontractor or any of its subcontractors. Contractor warrants it will fully comply with tt�e ADFA's provisions and any other applicable Federal, State and local laws concern and hold City harmless against any claims or subcontractors against City arising out of contrac failure to comply with the above reference� Poli � performance of this agreement. ' �� -�- �� disability and will defend, indemnify :gations asserted by third parties or r's and/or its subcontractors' alleged concerning age discrimination in the � +F � ii. �vmv�xrrY Axn wo�v Busn�ss Errr� of Fort Worth Ordina�ce No. 11923 the City of Fo � of minority business ent�erprises and women busin� of the Ordinance can be obtained from the Office c � � � � D � � � a � a � r D a � ' + v a • a to be considered responsive the AFFIDAVTT ST, �ES: In accordance with the City ►rth has goals for the participation �rprises in City contracts. A copy City Sacretary. In order for a bid ►�NT included within these bid documents must be completsd and submitted with th� bid. Failure to submif the completed AFFIDAVTT STATEMENT shall render the bid n,n-responsive. In addition, the bidder shall submit the MBFJWBE UTII,IZATION FO �°, PRIlviE CONTRAC�OR WAIVER FROM and/or the GOOD FAITH EFFORT FO� ("Documentation") as appropriate. The documentation must be received no later than r�:00 PM, five (5) City business days after the bid opening date. 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. �ailure to comply shall render the bid nonresponsive. Upon request, Contractor agrees to pmvide the O�cfier complete and accurate information regarding actual work performed by a Minority (�usiness Enterprise (IviBE) and/or a Women Business Enterprise (WBE) on the con ct and payment thereof. Contractor further agrees to pernut any audit and/or examin bn of any books, records or files in its possession that will substantiate the actual work � ormed by an MBE and/or WBE. The misrepresent�tion of facts (other than a negligent epresentation) and/or the oommission of fraud by the Contractor will be grounds for +' tion of the contract and/or initiating action under appropriate federal state or 1�ws or ordinances relating to false statements. Further, any such misrepresentatio� (�er than a negligent misrepresentation) and/or commission of fraud will result �in th ¢ Contractor being determined to be irresponsible and barre� from parkicipating in Ci work for a period of time of not less than three (3) years. " . � I . . �� . x��a 9nai� � � • • I , . • k A:\SIB. WTR .� � I � � `� Ip -4- I � C�l LJ l�J I �. l�. � � �Ml� ;'I �� 'i I� � 1 � �� L�J Section 4 C17Y OF FORT WORTH �N HIGHWAY CONSTRUCTION � � PREVAILING WAGE RATE FOR 1 95 CLASSIFICATION RATE CLASSIFICATI�N RATE ----------------------------------------------------------------------------------------- -------------------------------------------------------- ------------------------ POWER EQUI��ENT OPERATORS AIR TOOL OPERATOR �7.554 FRONT END L�ADER ASPHALT RAKER $8.565 (OVER 2'/z 1� $9.311 ASPHALT SHOVELER �8.255 HOIST (DOUB� DRUM & LESS) $8.917 BATCHING PLANT WEIGHER $9.371 MILLING MAC �INE OPERATOR $6.650 BATTERBOARD SETTER i8.920 MIXER (OVER 6 C.F.) $9.000 CARPENTER $9.447 MIXER (16 C.F, & LESS) $7.913 CONCRETE FINISHER (PA� $9.345 MIXER - CON RETE PAVING �9.500 CONCRETE FINISHER (STRS) $9.058 MOTOR GRA�R OPERATOR CONCRETE RUBBER $7.733 (FINE GRA E) $10.346 ELECTRICIAN $12.761 MOTOR GRAD�� R OPERATOR $9.891 FLAGGER $5.598 PAVEMENT M RKING MACHINE $6.402 FORM BUILDER (STRS) $8.717 POSTHOLE D�)LLER OPERATOR $9.000 FORM LINER �8.913 ROLLER, STE L WHEEL FORM SETTER (PAV & CURB) �8.686 (PLANT-MI� PAVEMENTS) $8.339 FORM SETTER (STRUCTURES) $8.427 ROLLER, STE L WHEEL LABORER, COMMON $6.402 (FLATWHE�L OR TAMPING) �7.963 LABORER, UTILITY $7.461 ROLLER, PNE MATIC SELF-PRO �7.403 MECHANIC $10.658 SCRAPER - 1 C.Y. & LESS �8.138 OILER $8.698 SCRAPER - O�� ER 17 C.Y. $8.205 SERVICER $8.104 SIDE BOOM $7.793 PILEDRIVER �7.500 TRACTOR - C WLER TYPE PIPELAYER �8.509 (150 HP & �ESS) $8.448 BLASTER �11.333 TRACTOR - C,. AWLER TYPE POWER EQUIPMENT OPERATORS (OVER 15 HP) �8.873 ASPHALT DISTRIBUTOR $8.404 TRACTOR - P EUMATIC �7.735 ASPHALT PAVING MACHINE $9.053 TRAVELING �IXER $7.615 BROOM OR SWEEPER OPERATOR $7.908 TRENCHING riIACHINE - LIGHT $8.188 BULLDOZER, 150 HP OR LESS �8.703 TRENCHING ACHINE - HEAVY $12.498 BULLDOZER, OVER 150 HP $9.160 WAGON-DRI _, BORING MACHINE $9.000 CONCRETE PAVING CURING MACH. �8.213 REINFORCINh STEEL SETTER CONCRETE PAV. FINISHWG MACH. �9.453 (PAVING) �` $9.218 C�NCRETE PAVING FORM GRADER $8.500 REINFORCIN� STEEL SETTER CONCRETE PAVING JOINT MACH. �9.042 (STRUCT RAL) $11.548 CONCRETE PAVING JOINT SEALER �7.350 STEEL WOR�ER - STRUCTURAL $16.300 CONCRETE PAVING FLOAT $7.875 SIGN ERECT R �11.436 CONCRETE PAVING SAW $9.290 SPREADER �OX OPERATOR $6.988 CONCRETE PAVING SPREADER $9.750 BARRICADE ERVICER ZONE WK. $6.402 SLIPFORM MACHINE �9.000 MOUNTED S N INSTALLER CRANE, CLAMSHELL, BACKHOE, �9.000 (PERMAN� NT GROUND) �6.402 DERRICK, DRAGLINE, SHOVEL TRUCK DRI ��R-SINGLE AXLE (LESS THAN 1 '/ Cl� $9.513 (LIGHT) $7.465 CRANE, CLAMSHELL, BACKHOE, TRUCK DRI �R-SINGLE AXLE DERRICK, DRAGLINE, SHOVEL (HEA� $8.067 (1 '/z CY 8 OVER) $10.517 TRUCK DRI�' R-TANDEM AXLE CRUSHING OR SCRNG PLT OPR. �9.500 (SEMI-TR�,ILER) �7.816 ELEVATING GRADER TRUCK DRI�,ER - LOWBOY/FLOAT $9.653 FOUNDATION DRILL OPERATOR TRUCK DRI� R- TRANSIT MIX $7.507 (CRAWLER MOUNTED) �10.000 TRUCK DRI�R - WINCH $8200 FOUNDATION DRILL OPERATOR VIBRATOR d PERATOR �7.000 (TRUCK MOUNTED) $11.138 WELDER $10.459 FOUNDATION DRILL OPR HELPER �� FRONT END LOADER (2'/z CY OR LESS) �8.823 � JUNE 6, 1995 HUMAN RESOURCES �� 95HGHVY � L�J O LJ � � L+!1 '"'1 LJ '�J � � a� ` �� pip dl ` v�iaoR C�iiFLit►tVCE To STa2E �� 7he 1485 Seasion of che Texas Legislscrcre passed H�use Hi11 620 re2actve' to the av�rd of caa[racts Go non-resident bidde�a. is 1sv provides t.'�st, ia order to be svarded s contr�ct :a Iov bidder, aorr-re��ident bidders.{out-vf- sLste coa[zactors v�ose corpora[e offict3 or princi��l placn of basineza are outsida of the s:sce oE Texss) bid projects for coaatrvction, ta�rovesents, suQpliea ar services in Te.zYs st aa aiacuat love° than the Iove3t iexas resident bidder by tise ssa�e aawant ti�at a?es:s ¢stdent bidder rrould he requi:ed Co underbid a non-restdert[ bidder in ord a to obt:ia i cae�ta::bte cont:ac[ ia tf�e stsGe in vhfch the non-resident's p�ncipal pl:ce oE busirsess is loc:Ced. The approQri�te blanks in Sectfoe A esst be filled out by s12 on[-of-stste •or non-resident bidders in arder �Eor '7out bid to ser: specifications_ ihe failure of out-of-s=ste or non- ��esident cfln[ractors to do so v�1I :utom,a[ically disqualzfy ti�at btdder. Resid�nt bidde:s must �!�etic the boz in SecLioa B. � A. Non-residen[ vendors in (give s ce), our principal place af basine�a, a:e required to be� pe cent le�er Chan :esiden[ bidcfers by s�aLe Iay. A copy oE•the statute is �ttachesf. Noa-resideaC ve�dors ia ( lve sca[e), our princi�sl plsee of bvsiness, are noc reqctired to under�id �esident bidders. Q B. Otsz p�ineipal pl:ce of business or caz-poc�te o�tffces sre in [he Sta[e oE Tezas . �I � I.X �J J � $LDQ�'c: � " • 1 r, -- �T�� D c�2�r � �� 3_ 3 � � r=-�. �o,� � �- cicy � �� n. r� �� . -�-`�L - C-� n �- - , �-x ��rra-- �titei Zip aY= �!"ei / (�'l�OOc� L/ (p1�'�se princ) � *I� Signature:�� ,� ��: ��i�;� (p1e;�se prfn[) �� i � TttIS FORH HUST BE RETUKNED WITI1 YO��t QUOTATIOH � �� ;� . � � 1 i� i i i � i.i „ �.�+ W+t.v.6..u,aiar.v�.w...••un....••. ,. .. � � ;r � ' ATTACHMENT 1A .� ��,� d� Page 1 of 2 ' C1�/ Of FOI't WOI'tit Minority and Women Business Enterpris� ��tfiL�rc�'tfs�� • MBE/WBE UTILIZATIOI�� OGT 5 A�l 8 59 1 � � %'�� --icc,� �on5-�. ...1..r«. �� 9-�0 - 9 9 IME CO AM( NAME BID DAT x fe. ' lo Go,sfi�o c-/- alRP?�' � c�t/' �.� �- D�D ,�30! 7Sa�,,�0 ECT NAME PRW�C��NUMBER ITTY'S M/WBE PROJECT GOAL: �� M/WBE � ERCENTAGE ACHIEVED: � g� 3 % � � � . r�ture �to complete this � form; �In its entirety � with supporting docu "entation;� � and � feceived by the�; Managing ` rpartment on or before 5:00 p.m. five (5) City business days� after bid �ening,: exclusive .of bid opening date, will :. �ult in the bid being considered non-responsive to bid specifications. :�� }; �:: �.':�: � -. . � a �- . . : � �. � -� � . • . � .. - .� ie undersigned bidder agrees�to ente� into�a formal agreement�with tfie` � BE andlor WBE fi�ms for work listed in�this hedute, conditioned npon execution of a contract with the City of F �t Worth.' �The intentional andlor knowing Isrepresentation of facts is grounds for conside�ation of disqualiiicatio' and will result in the bici being considered m-responsive to specifications. � � Company Name, Contact Name, Ce►tlflsci Specify Al) Contracting Specify A!I Items to be Dollar Amount � : Address, and Telephone No. . F� Scope of Work (•) ,• Supplied(") ,�,� . < � OQ " NF- � � � �� . "•' a aM -.�- r=; � � ' `7 �LI � L/ / �!I _ �Aro�.is Zn G � X � , r�� .1___ !° �=�'"� 7saa9 __..___ L. r r �f cwtr5. � v-y -asav �ow+or�.,� Trr�F�';� ,ra.t�,rr yb v 3 �lo.rt.G s'�- �✓• i x � 76/0 � Ilooscvt6�- i�y� �1/ q��- �5a't � �pL�7Q n d. Y V . � �G I-i � �I rri C,av�a5. $. 15� ��' 0 °� i�p ' � sf 10 loo.°� � I � �{, D00. °�" - � � � �� . � MIWBEs must tie located ln tha 8(ntne) county markatplaca or currently doing business �ri the rharketplacA at tha tiMb ot bid. ; '"" Specify all areas In wfiich MWBE's are to ba utt(ized and/or ttams to ba suppi(ed: • �� ••• A complete listing of kems to be aupplied ls requfred in�order to recelve credlt toward � M1WBE �oal, � ' � � �' �! Identify each tier levol. Tier. Means the tevei oi subcontracting bai�ry the primo contractoNconsuitant, I.e., a direct payment trom the p�ima contractor to a aubcontractor constdered 1" tter, a payment by a subcontrador to Its auppiler Is corisldered 2nd der. � ' � � � THtS FORM MUST BE RECEtVEQ SY TF{E MANAGING DEPARTMENT BY 5:dp p.m., FIVE (5) CITY gUSINESS DAYS AFTER BID �rrin►�r r�rri ti�i�►r• nr riir- ntn ni}�-��lr, �nTr � 0 0 i� t� � � � � � � �! �! �.7 0 � 0 0 0 � - � �. �- � '"''--._ r :,� f�•� ;;� +, : �LJ ��. ��. ,� � � C1�i Of FOCt �i01'til ` Minority and Women Business Enter �rise Specifications MBE/WBE UTILiZATI'�N Com an Name Contact Name, certitted �.-Specify All Contracting .� q�pecify All Items to be .. P Y � Address, and Telephone No. . � . Scope of Wo�k (*) ��* Supplied(") �_ � . � o o � � , � �, F . . � _ z .� �- ' . , ' � . � - ' . .' , . n fa �r�� F 2 . �- � �h��r��Z�� .r�f. _-- �L_ . -� � _..� � �.�_ r��lo�� _�s� � ,. ._ . - ;"... ��x ��q �9 ��....-�------ �r.�...,_._ _�.. ,~,. _...� . .�.._.�. �� __� . . r. i A� . ' � r��.��_��.�nn..�.�.�..�.�...��..�.��..� co��•�. �I �✓P� k =�� - ATTACHMENT 1A Page 2 oi 2 � ' � Dollar Amount . � � 0 � 975�•� 1 �� I ) �`� 5 `�o�• o„�. � ,� � ,�. . r�r- - � �, s 50 • �= � � �The bidder further agrees to provide, directly to the City upon requ�st, complete and accurate information regarding �actual work performed by all subcontractors� including MBE(s) and/�r WBE(s) arrangements suhmitted with this bid. dThe bidder aiso agrees to allow an audit and/or examination of an books, records and files held by their company � kthat will svbstantiate the actuai work performed by the MBE(s) a�dlor WBE(s) on this contract, by an authorized �officer or employee of the City. Any intentional and/or knowing �rnisrepresentation of facts will be grounds for 'terminating the contract or debarment from City work for a period ��f not less than �hree (3) years and ior initiating � waction under Federal, State or Local laws concerning false statemer��s. Any failure to compiy with this ordinance and � creates a materiai breach of contract may �esult in a determination of an irresponsible offeror and barred f�om �k'participating in City work for a period of time not less than one (1) y ar. ' �,,,... . Y�a. ,: MBEs and WBEs MUST BE CERTIFIED BY THE iTY BEFORE CONTRACT AWARD �' �' ` �- % /`v �/ �i(%Zp dy ''�Authorized S' ure Printed, ignature' / r �3 O � ��' � �,, r . � ,::---- r, _ T�� .Q��. ��. Company Name :=:.—u.� C . L�o,,� � 3Q S - Address :�:. - . I�/�._ I X ��//2 CitvlState2ia Code � Contac 'Name and Title (if different) � 7 -- �96 - �",3 d/ Teleph ne Number (s) ��y�-�Q�� Fax Nu ber I O � � I S , Date �� r, :� �R�: �� : T..i � �� ;7HIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT B�'� 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID;: ,,,. ' OPENING� EXCLUSIVE OF THE BID OPENING DATE '' �'�' . ��' Rev. 6/2/9� C�J 0 0 � 0 L C.J �3 CI � � " "o � o � - �q. - � � o i� � � � �� PART B- PROPOSAL > This proposai must not be removed from this book f Contract Documents. TO: ROBERT TERRELL aCITY MANAGER FORT WORTH, TEXAS � 4� PROPOSAL FOR: The furnishing of all materials��except materials specified to be furnished by the City, equipment and labor for �e installation of water mains, � fittings, valves and all necessary appurtenances a: d incidental work to provide a complete and serviceable project designated as: � � WATER MAIN REPLACEMENT CONTRACT 9811 1998 STM) AT CLIFF PARK, GEORGIAN ROAD, LEDOUX D� 21VE, THOMPSON STREET L�J � � � LJ Ci �' l�' �� I�' ,, WATER PROJECT NO: PW53-060530175230 DOE NO. 2293, 2321-2323 �� 0 Pursuant to the foregoing "Notice to Bidders", t`� undersigned Bidder, having thoroughly examined the Contract Documents, in��uding Plans, Special Contract Documents, and the General Contract Documents•�and General Specifications for Water Department Projects, the site of the P ject and understanding the amount of work to be done, and the prevailing co ditions, hereby proposes to do all the work, furnish all labor, equipment and mat rial, except as specified to be furnished by the City, which is necessary to fully omplete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the City Water Department of ;�he City of Fort Worth, Texas; and binds himself upon acceptance of this PropBsal to execute a contract and furnish an approved Performance Bond, Paymen$ Bond, Maintenance Bond and such other bonds, if any, as may be required by ��e Contract Documents for the performing and completing of the said work. Con ractor proposes to do the work within the time stated and for the following sums: � DESCRIPTION ITEMS WITH BID P �CES ITEM APPROX. WRITTEN IN ORDS UNIT TOTAL NO. QUANTITY 4, 300 LF �� 8" Water Line, E1-6 or E1-24; per Linea Foot: � �/?�� Dollars and � �o �� Cents B-1 � PRICE PRICE $��D $�DIJ.OI� I� � � a � aITEM NO. a 2. � � 3 LJ � u �� I_' � � u L�1 C � CI 4. APPROX. QUANTITY 100 LF 12 EA UNIT TOTAL PRICE PRICE $�� $�o. oU and �-/Io F Cents $� $�• DD �� DESCRIPTION O � ITEMS WITH BID PRI ES WRITTEN IN Vlf ORDS � 6" Water Line, E1- or E1-24; Per Line r Foot: � Dollars and �./% �� Cents •, 8" Gate Valve w/C 'st Iron Box and Lid, FIG. ; Per E h: Dollars � 5 EA 6" Gate Valve w/d st Iron Box and Lid, FIG. °�; Per • Eac : �f%� Dollars � 5. 5 TON 6. 1 LS 7. 1 EA and �,�f6 � Cents $� $�. 00 E C.I./D.I. Fittings; er Ton: �o �� " Dollars and o � Cents $ .OD $ /�0• DO `� �� 2" Pipe and Fittin s for Temporary Servi Per Lump Sum (For all stree`ts in this proje t): � ollars and ../% Cents $�� r�0. DD $��GY� Ov , 16"X8" Tapping �leeve w/ 8" Gate Valve and ox; Per Ea h: r� Dollars and �.✓io e= Cents ��,�.Op$ �ODO• ao �� B-2�N � � � � � � �. � � � � � � � � � � � �+ � � ITEM NO. 8. 0 10 11. 12 13 APPROX. QUANTITY 100 LF 1000 LF 50 LF 2 EA 22 EA 1 EA �� r DESCRIPTION OF � EMS WITH BID PRIC S WRITTEN IN W� RDS UNIT TOTAL � PRICE PRICE 3/4" Copper Service Line; Per � Linear Foot: �M �/ D ��, Dollars and �..,!�o � Cents $ o�OD $ �D OD , � 1" Copper Service ��ne; Per Linear F ot: �,u� Dollars �� and �Ie � Cents $ , DD $�� 00 , 2" Copper Service l�pine; Per Linear Foot: �„ �;,,� �� Dollars . �� and �./I� Cents $ D.DD $ �DO. oD �� s• Per Relocate Meter Boxe , Each: �I �v `yl.c�i'/G�r.v� Dollars � and c�%a �� Cents $r� DD $�40 Class "A" Meter B�xes; Per Each: , . �� Dollars , and c/10. �� Cents $�Q 00 $�//00• 00 Class "B" Meter B��ixes; Per Each:�// 7/.�'l.e�� Dollars i and �.,�I a �� Cents $�0. D� $�00 , B-3 �� x. �. �+ �� i l � � � � � � � � � � � � � � � � �� ITEM NO. 14. 15 16 APPROX. QUANTITY 25 EA UNIT TOTAL PRiCE PRfCE and yi� � Cents $ D. DD $ o�� . olJ . �� . �� i� DESCRIPTION OF ITEMS WITH BID PR ��ES WRITTEN IN ORDS Class "C" Meter Boxes (17 '/2"X15'/Z"); Per E��h: �. _ 1� Dollars 25 EA 1" Bullhead Servic Taps; Per Each: � �:�. � Dollars � and �o Cents $�OD.00 $ /� roo• oD 22 EA 1" Single Service �aps; Per �ch� d � /r ir�'I r��c-� r pollars and �a �� Cents $ Do0 $��DD o0 17. 1 EA 2" Service Taps t Main; Per E ch: I Dollars and `�% �� Cents $�OD$ �004•Ov 18. 4 EA Remove & Salva e Existing Fire Hydrant; Per�Each: Dollars 19 and �r) o � Cents $�00 $ �DD• 00 �� 5 EA Fire Hydrant, E1 �°12; Per E ch: ° � c, �2�Dollars a d �o � Cents . ,, . ��00 $ � 500• �� 1� � � � � � i � i � � � � � �' ;1 � 1 �' ITEM NO. 20. 21 22 23. 24 � i 1 �� DESCRIPTION O�ITEMS WITH BID PR ES APPROX. WRITTEN IN WORDS UNIT TOTAL QUANTITY � P�.ICE PRICE _� 20 LF -__ 18" Ductile Iron Pi �e; Per Linear Foot: - �a � �t � � � Dollars - �and � Cents $�l�'� $�2h�i :� 30 CY Crushed Limestone for Misc. , Placement, Compl?te in Place; Per Cubic `��rd: +�-r'/-¢-� Dollars and �.,,�J o Cents $� $ .�o• ao , r' 30 CY Class B(2500 PS Concrete, Complete in Place� Per Cubic Yard: � 30 CY 5,800 LF �l.oJ Dollars and �.,�J� � Cents $ , 00 ��d � Class E (1500 PS ) Concrete, Complete in Plac ; Per Cubic Yard: ��'1,� Dollars and �.'JD Cents $ ,DD $�• 00 ' , Temporary Paverr ent Repair ( Per Fig. "A"); Pe� Linear Foot: , �.�li�e�v 4 Dollars and `�o { Cents $ . DO $�1040 do � B-5 � <� ' � � '. � � � � � � � � � � � � � � � 17EM NO. 25. 26 27 � APPROX. QUANTITY 50 LF 30 LF 500 SF 300 LF � DESCRIPTtON O� ITEMS WITH BID PRI • ES WRITTEN IN �ORDS UNIT TOTAL PRICE PRICE ,. Permanent Asphal� Pavement Repair (4 er Fig. 4); Per Linear Foot; /� .�. � .�-o�Y.(,� � Dollars � and vi� I' Cents $�D $��_CY� D� 1� Permanent Concre°te Pavement Repair T Per Fig. 1) as directed by En neer; Per Linear Foot: ` '� � �" I Dollars � � and c//D � Cents $�-DD $�o. 00 Remove & Repla� Concrete � Driveway; Per Square Feet: �.�� Dollars and v�Io Cents $. OD $,2�. 00 � Remove & Repla�e Concrete Curb & Gutter; P�r Linear Foot: �� s �, Dollars � and �o �� Cents $��• 0O $ pDO. 00 �i ;r B-6�� W �N � 1 � � � � � � � � � � �i �I � 'I ''i 1 II �„ ITEM NO. 29. DESCRIPTION O � ITEMS � WITH BID PR ES APPR�X. WRITTEN IN � ORDS QUANTITY 10 VF Fire Hydrant Extension for over 3'-6" Bury; P�r Vertical Foot: � .� ��.e,J � Dollars and �'I D TOTAL ID: �a61,1�9�,�� * NOTE: Contractor to indicate type of m terial in water pipe bid. V 6" �P.V.C. (DR-14/C-900) 6" _D.�.P. (Class 51/Poly Wrapped) 8" '>C P.V.C. (DR-14/C-900) 8" _D,I.P. (Class 51/Poly Wrapped) e� : � UNIT TOTAL PRICE PRICE Cents $ . DD $ /D. D� ■1 � �� .11 � �� 1�� J � �J � � � '� ��J ��: �I IJ lJ � Within ten (10) days after the acceptance of this oposal, the undersigned will execute the formal contract and will deliver an app� oved Surety Bond and such other bonds as required by the Contract Document' , for the faithful performance of the Contract. The attached bid security in the a ount of 5% is to become the property of the City of Fort Worth, Texas, in the e nt the contract and bond or bonds are not executed and delivered within t e time above set forth, as liquidated damages for the delay and additional wo �C caused thereby. I The undersigned bidder certifies that he has been „furnished at least one set of the General Contract Documents and Gener I Specifications for Water Department Projects dated January 1, 1978, nd that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents a'pd appurtenant ptans. The undersigned assures that its employees and a plicants for employment and those of any labor organization, subcontractors, o�employment agency in either furnishing or referring employee applicants t�� the undersigned are not discriminated against as prohibited by the terms o� City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 1� calendar days after issue of the work order, and to complete the contract �thin 120 working days after beginning construction as set forth in the written ��ork order to be furnished by the owner. (Complete A or B below, as applicable:) �� com an is in the State of A. The pnncipal place of business of ou p y 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 statute is attached. Non-resident bidders in the State of �� , our principal place of business, are not required to underbid re ident bidders. t �B. The principal place of business of our ca«mpany or our parent company or ma�ority owner is in the State of Texas. �N .. � � 1 1 1 1 1 � I � ' � � � � � � � � � � Receipt is acknowledged of the following addend �, Addendum No. 1(Initials) �� (��SEAL) If Bidder is Carporation Addendum No. 2 (Initials) , , Addendum No. 3 (Initials) • Respectfully Submitted, ° ._.L,z C . f / r i-T� Gh �0.7 y"1�• B � Ti le: ( ,�� A��-dress: J(.3 3�, �- oO 7� � I�'�- , �n r't'h , �X ��/�� . , � / T�°lephone: �� ' .7r. ��l • � � .. PART C GENERAL CONDITIONS � MATFO CONSULT/NG ENGINEERS,INC. l� i � � � pp.RT C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS � �. L� .� .� � .� � �L � 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 �c�-� .i2 C1-?.13 C1-1.14 C1-1.15 C1-1.16 C1-1,17 C1-1.18 C1-1.19 C1-1.20 C1-i.21 C1-1.22 C:-1.23 C1-1.24 C1-�.25 C1-1.26 C1-1.27 G1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Def inition of Tenns Contract Documents Notice to Bidders proposal Bidder General Conditions S�ecial Conditions Specifications Bonc Contract Plans City Ci�y Council Mayor Ci �y ."Sanager City At�orne� Di:ector o` Public Works Director, CiLy wa�e= DePa==�ent E�cinee- Contractor Suze�ies � The Work o� ?=ojec� Workinc Day Calencar DzY Lecal Soliday Abbreviations Chance Orde� Pavec Stzeets anc Alleys Unpaved S �re�ts and Al.leys City Streets Roadway Gravel Stzeet C2_2 ZNTERPRETATZON AND PREPARATION OF PROPOSAL C2_2,1 Proposal Form �2_2,2 Interpretation of Quantities C2-2.3 Examination of Con�ract Documents and Site � ProPosal C2-2.4 Submittinc o� C2-2.5 Rejection o� Proposals C2-2.6 Bid Secuzity (1) C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 � C1-1 C1-1 C1-1 ci-i G1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 CI-1 G1-1 C1-1 G1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 (1) (I) (2) (2) (2) (2) t2) (2) (2) (3) (3) (3) (3) (3) (? ) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6) t6) (6) C2-2 (1) C2-2 tl) C2-2 (2) C2-2 (3 ) C2-2 (3) CZ-2 t 3 ) � � C2_2,� Delivery of Proposal �2_2,g Withdrawing Proposals osals C2_2,9 Telegraphic ModificatiOsalf p=op �2_2,1p public Opening of Prop �2_2,11 Irregular Proposals �2_2,�2 Disqualification of Bidders C3-3 AWARD AND EXECUTION OF DOCUMENTS C3-3.1 Consideration of Proposals C3-3.2 Minority Business Enterpise Women-Owned Business Enterprise complianee C3-3.3 Equal EmploYment Provisions C�-3.4 Withdrawal of Proposals C3-3.5 Award of Contract Cs-3.6 Recurn o:: Propcsal Securities C3-3.7 Bonds C3-3.8 Execution or Contract �}_3.g Failure to Ex�cute Contract C::-3.10 Beginning Work C3-3.11 Insurance C3-3.12 Contractor's Obligations C�-3.13 Week?y Pay-o11 C3-3.14 Cont�actor's Con�ract Admin:stration C3-3.15 Venue C4-4 C4-4.1 C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4.6 C4-4.7 CS-5 C5-5.1 CS-5.2 C5-5.3 CS-5.4 C�-5.5 CS-5.6 CS-5.7 CS-5.8 CS-5.9 CS-5.10 C5-5.11 c�-5.i� C5-5.13 C5-5.14 C5-5.15 CS-5.16 CS-5.17 C5-5.18 SCOPE Or wORK In�e:�� ;: Contract Documents Special P�ovisior.s _ncreasec oZ Decreased Quan�ities pl�eration of Cont:act Documents Ex��a Work Schecule of Operations p:og:ess 5chedules for Wate= and Sewer P1�nt Facilities CONTROL OF WORR AND MATERIA�S Authority of Engineer Conformity �ith Plans Coordination of Contract Documents Coope�ation of Contractor Emergency and/or Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Ins�ection Removal of Defective and Onauthorized Substitute Materials or Equipment Samples and Tests o� Materials Storage of Materials Existing Structures and Utilities �Interruption of Service Mu�ual Respor.sibility of Contractors _Cleanup Final Znspection C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (�) C3-3 (1� C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) (2) (2) (2) (2) (4) (4) (�) (4) (7> (i? (7) (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2> C4-4 (2) C4-4 (3) C4-4 (4) CS-� CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 Work CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 C5-5 C5-5 (1) (1) (2) (2) (3) t3) (3) (4) (5) (5) (5) (6) t6) (7) (7) (8) (8) (9) � � �• i.1 � _ � �i � �� A � . � � 1 ,�_ � C6-6 C6-6.1 C6-6.2 C6-b.3 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.i4 CE-6.1� Cb-6.16 C6-6.1% C6-b.18 C6-6.1° C6-6.20 C6-6.21 C i-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 c�-�.a C7-7.9 C7-7.10 C7-7.11 Ci-7.12 C7-7.13 LEGAL RELATIO Laws to be Observed permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience pzivileges of Contractor in Streets, Alleys, and Right-of-Way RailwaY Crossings garricades, Warnings and Watchmen Use of Ex�losives, Drop Weight, etc• Work Within Easemen�s Independent Contzons°ibility for Contractor's Resp Damage Clai:ns Contracto='s Ciaim foz•Dama?es Acjus�me�� of Reloca�ion of Public L'tilities, etc. Temporary Sew2= Dralne5°onecticns p,: � z;�geme.^. � anc Cha_ g Wa..e- LLinishec by Cit� �. f�he Work LS? oi a Section o` Por�ion o_ Cont_ac�or's Responsibility foZ work No Waive= of Lecal Rights pe=sonal L"zTax1�J �r pL�lic 0�=icials S�ate Sai�s pRpS:.CU':ION AND PROGRESS Suble��in5 Assignme.^.t of Contract p�osec1�ion o` the work Ope�a�ions ?,_mitatior.s o= Lcu�pme�t Character oT Workman and work Schedule Time o:: Commencemeat ana Completion Extension of time of Comple�ion Delays Time o� CompleCouT` Ozder Suspensionsuspension � Temporary Termination of Contract due to National Emergency Suspension of Abandonment oi the WoZk and Annulment of Contrac� Fulzillment of Contract Termination for Convenience of the Onwer Fo� Methocs and Practices Sa_ - �Y C7-7.14 �; ., C7-7.15 C7-7.16 * C7-7.17 .� � g_ g I�AS UREM. :NT �g_g,l Measurement �8_8,2 Unit Prices NS AND PUBLZC RESPONSIBILITY AND PAYMENT oi Quantities 0 C6-6 (1� C6-6 (1� C6-b t1� C6-6 (2� C6-6 (2� C6-6 (3) C6-6 (4� C6-6 (4� C6-6 t5� C6-5 (6� C6-6 (g� C6-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 (11) C6-6 ( � 1 � C6-b (11) C6-6 (12) C6-6 (12� C6-6 (12� C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 tl) (1) (1) (2) (2) (3) (4) (4) (4) (5) t6) (6) C7-7 (7) C7-7 (73 C7-7 (9) C7-7 (10) C7-7 (13) CS-8 (1) CS-8 (1) � � 0 C8-8.3 CS-8.4 C8-8.5 CS-8.6 CS-8.7 CS-8.8 C8-8.9 CS-8.10 C8-S.11 C8-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates and Retainage Withholding PaYment Final Acceptance Final paofeDesign Adcuacy General GuaWa�=kY Subsidiary Miscellzneumentsacement of Material Record Doc C8-8 (1) C8-8 (1) C8-8 t2) CS-8 (3) C8-8 (3) C8-8 (3) C8-8 (4l C8-8 (4) C8-8 (5) C8-S (5) C8-S (5) 0 0 (4) � �- �,. � k,., E, S�CTION C1-1 DEFINITIONS, NITIONS OF TERMS: Wheaevez in these Contract .. ronouns in place of them are �� _1, 1 DEFI te_�5 or P Shall be understood and � Documents the following used, the intent and meaning in�erPreted as follows: � Doc,.unents are all of � T DOCUMENTS: The Contrac� ecific ations, �;_1,2 CONTRAC_ such as sp etc., which govera the terms an3 wzitten and drawn documents, �•'1e plans, addenca, These are contained in t e � per�ormance o` the contract• ecial Cont*act Documen�s• M. : G��eral Cont-act Documents and the P � ne•al Contzac`' � pp.RT C - GENERAL CONDITIONS Cl-1 DEFINITIONS T�cACT DOCUMENTS; Tne z - ^` a. GEN�RAL CON_. i Water Depaz�men:. Proje..�s anc Docu�r�eats gove�n al_ include the foilowing it�ms: pA�T A- NOTICE TO BIDDERS �$�Dle) ��T g - pROPOSAL ��ITY) � A�T � - GENERAL CONDITI�NSDevelooer) pA�rT, D _ gp�CZAL CONDITIONS p �RT E - SPECIFICATZONS �� i.J p��.MITS/�aS�MF.NTS �A�T g - BONDS T G - CONTRACT (Sample) (Sample) Wh�te White Canary Yellow Brown ��en E1-White E2-Golden Rod E2A-White Blue Whit� White PA�- p��IAL CONTRACT DOCUMENTS: The Special Cont_act b• 5 } re ared for each specific projec� as Documen..s are p P a Su�plement to the G temsal Contract Documents an include the following 1 NOTICE TO BIDDERS (Advertisement) Same as P ART A - above Pp�gT g - PROPOSAL (Bid) pp,RT C - GENERAL CONDZTZONS pp.RT D - SPECIAL CONDITZONS pART E - SPECIFICATIONS p:,RMITS/EBONDSNTS pART F � p ♦.. � pp,RT G- CONTRACT bound sepazately� p�T g _ pLANS ( Usually � _ C1�1 �l� � � i � All of the legal pub lications � C1-1.3 NOTICE TO BIDDERS: mediums or ublished in public advertising � either actually P arties pertaining to the work furnished dirzct to interested p � �a�ed under the Contract Documents constitutes the contemp_ notice to bidoers. ned off er or ?� r• The completed written and sig � C1-1.4 PROPOSP.�• erform the work which thecons ituteslthe tender of a bidder to p `� to have done, together with the bid security, which becomes binding upon the Bidder when it is � proposal, r has been publicly opened ana o�ficially received by tthe��er� r�ad and not re7eC�-d by �� persons, firm, partnership, 4 C___.5 � �ny person, �: cirectly or throuch � � IDDER: g - � �; cor�oration► a�submit�ing a proPosal :.or company, associa..-on, � a duly autho*izec r�aresentative, � r ; the work con�em�lz�eG uaaer `'�e Contract Documen�s� p�r..orm_ng cor.stitu�es a bidde� . ;� r=��L COND-TION�• The General Conditions are t�e � C1-1 . 6 G�N-- •• T �sual construc�ion a�d contrac�thatlitmWiil be1carr�ecronQia �' : the work so �2�Lormance o' Y proceds�e, the local statut_s, �� acco=dance witz �he crs ioma=Y oi �,oZt Worth's charter and ;� �;*emen�s ol �he City and recs-- p�omulca�ed ordiaances. •m.-., W�erev�r ther� mzy be a conflict between the Gene_al � ; �he lzt�er snall ta e Concitions and Speciai Condit_ons, p;ecedence and shall cove��. ,� Special conditions aze �he 9� C1-1.7 SP=�TAL CONDZTIONS,: r for the particslar s�ecific reeui=emen�s wnich are necessaiy ecificallv � projec� cove�ec by =he Contract Documen�s and not s� � �ed in the General Conditions. i hme tsnofdthe Contzact - cove_ - General Conaitions and ot e_ Doc usnents they provide the infor�aainna t orougheknowledge�of � and Owner shou�d have in orae� o 9 tne project. � -.8 SPECIFZCATIONS,• The Specifications is that section or C1 1 of the Con�ract Documents which sets forth lconst uctione part � all matezinls, requirements which mus� be met bY made to � kmanship, equipment and servic never ref rence isender a wor ro ect. Whe statutes, completed andFusei�ul P regulations, requirements► aZt of the standa:d speci�ica�-ons, �� etc., such referred to 5°thou h theyawere eembodiedPtherein. � Contract Documen�s just a g uarantee or ) � - b the Contractor for the prompt and � C1-1.9 BOND: Tne bond or bonds are the written security furnis�ea Y C1-1 (2� � � � �.� F; erformance of the contract and include the La_thful � �' following: ' performanc= Bond (see paragzaph C3-3.7) a• aragraph C3-3.7� b, aaylnent Bond (see P azagraph C3-3.7) �, Maintenance Bond (see P �see Special Instructions �^ Q, proposal or Bid Security to Bi3de:s, Part A and C2-2•5) �� T The Contract is the formal signed agreement • C1-1.10 CON_RACT: the mutual between the Owner and the Contract Dayt°es about the project i� LnCerstancinc of the two con�_acting L, �o be c�mpleted under the Contract Documents. Ta the d:awings or recroduc�ions ,�, �i _� ,� 1 pLP.NS : The plans a_ _ in detail ;,1eT�=rom made by the Owne='s rep�esez�a�ive showing k' dimension and pcsition of the various`yPmC�s �he loca�ion, �ncluding sucn profiles, * e f t h e p r o j e c t, y _ ,. wor�ing dzawincs, prelim:zazv � c�css-sections, lavou� d'ag_ams, issue �- �:aw�ngs and such sup�lemeZ�z� �=awincs as the �osero�ashowinc l• e:�=nzr��r authoT-zed by the OwneZ. The to clari�y other dzawincs or foz �he PLrP �c�anSes in ..ne wo�k h �- ar�s of the M.„ �1ans are usually bound sepa=ately irA1Q °`hf`the Contract bu� they are a pa..t o_ Cont_ac� Documents► bound the-e=n• , y though they we:e � Documents jus� as . -� v. The Cit of Fort Wcrth, Texas, a municipal -- -C1-1. 12 C�T-,• y . . cor�ora�ion, au�horized and chartered u�ae= boc To= its City � g b and t:�rouch its coverning Y 5=a:.ut�s, ac_in Y b charter to periorm �, ,�z;�qe: , each of w:�ich is zecuirec y Responsibility -or final enforcement o: , s�eci+ic du�ies. of Fo-t Worth is by Charte� � Contracts _nvolvinc the City �= vested ia the City Manacer. The terms City and Owne� are synonymous. �' The culy elected and c_uali:: ied _ �w,; C1-1.13 CITY COUNCIL: r Wor�h, Texas. coverning bocy o� the City of Fort ,- , r elected Mayor, or in his C1-1.14 MAYOR,: The o�ficially �° the Mayor P�o tem of the City oL Fort Worth, Texas. absence, �° The of�icially appointed ann au�horized C1-1.I5 CIT� MANAG�R: or his duly �- City Manager o: the City of Fort worth, Texas, au`.horized re�resentative. � The o_`ficially appointed City Attorney C1-1.16 CITY ATTORNE`_': authorized � Worth, Texas, or his duly � o:, the City o� r o= � represen�ative. r, . . .� r C1-1 (3) � i i� DIR�CTOR OF PUBLIC WORRS: The duly appointed official C1-_._ F ; o� For� worth► referred to in the Charter as t e oi the C_ty authorized representative. Ci;.y Engineer, or his duly ointed ��_1,18 DIRECTOR� �VTWato=EDepartment of the Cilty aof For•t Di�ector o� the Ci�_ authorized representative, Wo�th, Texas, or his duly ass=stan�, or acents. C1-1.19 �'NGI?�7LER: The Direct =r De artment�Zkoz t eirrduly o= the r'ort worLh City Wate P or au�horiz�d assistants, agents, engineers, ins�ectors, 5,`'e_�r��nQe�ts, ac'in9 Within the scope of the par�icular cu�i�s e:�=�us�ed to �hem. ��_i,?0 CON'^RP.CTO�: The person, persons, partnership, � aior, or corporation, ente=ing in�o a =irm, associa.. � ac��ng CO�'��ny' ' `or the exe��tion of the wo=k, ccr.trac� w:th tae Owne� . v o_ th_ouc� a dulY authorizec representative. Y others under ci: ec �1. '' ,,S�n � T irm, cor: ora�ion, oz s��-contractor _s a pe- � . ing labor and cor.trac: with the o: incipal con..rac:.c_ , supply } �,_ m�_?:1zis Q� only 1a5or, for work at the site of the projec�. C1-1.21 �UR:TTLC' '"h' Corpoza�e bocies whicn are bound by '-he Contractor. The sucn bcr.cs are r�c'�i= ed wi �r anc f oi � �; . ,,. •. o ec a-e to be fully res�onsible foz the en�__e s:._ e� i�s engag the Coa �ract and f o: any and a^c satis`actozy ful�illment of = set �or�h in tne Contract Documents anfl ail reeuirements a.. ap�roved changes the=zin. ��_�.22 T�� WORK 0� ?ROJ�CT,: The comple�ed work con�empla�ed ia anc covere� by t�� ContracF Docume�or► �aterials,btoonst limited to the fu:nishing o_ all lato Produce a comple�ed e�uipment, and incideratals necessary a:.d serviceable pro�ect. C1-1.23 WORRING DAy. p, working dav is defined as a calendar G2y� no� including Saturdays, Sundays, and legal holidays, in w:ich the weather or other condition�sono�henP=incioal un t ef the Contractor permi� the perfor:nanc_ work for a period of not weth excep ions tas permittedein 7:00 a.m. and 6:00 p.�•� pa�agraph C7-7.6• •week Ci-1.24 C ALENDAR DAYS: A calendaz day is any day of the or mor.th, no days being excepted. C1-1.25 LEGAL F.OLIDAYS• Legal holidays shall be obser�edfoz presc�ibed by tne City Council of the City oF Fort Worth _ obse�vance by City employees as follows: � � m � j1 � '�' 1 :ri �, � � � � � �� 1. 2. 3. 4. 5. 6. 7. o. New Year's Day January 1 M. L. Kin9� Jr• BiZthday Third Monday in January Memorial Day _ Last Monday in May Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thursday in November Thanksgiving Friflay Fourth Fziday in November December 25 Christmas Day Sucz other days in lieu of holicays as the City Council may determine � w::=z one cf �?�e abo�'- namec =olidzys or a specialhe holvdav A�� ,-o� v�he City Council, �a_ls on Satu=aaY► �- - �,, c_.,_a_ _.. b_ s�all be obse=ved on the p-ecec�ng Friday or if it fal s on i^ose "" ��zday, i`. saa'_1 be obs2=ved on the �ollow:a? Monday, by �.. o- wo:king on workiac da� operations. Emplo�ees ,.�� oyees �� ons w: � 1 consice� the calen�a= �' wc-kinc calencar cay ope:a__ Z„ ;o� ��v as t:�e holicay. C�-1.26 A3'�=V-nTlONS: Whe*ever t:�e a�brevia�ions de�inea �, r�=z;r. zg�e�- in Cen�rz=� Documents, the inten� a^c meaainc � =_:.a11 be as _`ollows : �� _ L f MCD - M-!llon �a��„� __- L�.j; Tp A,-ne_ ican Associa..ion o_ v T:ans�o�ta�ion Day "�° 5 �at� Hignwa� O:�icials i` a`C� - A�erica^� Society of Civil CF S�concubic Foot eer �, �ngir.eers ;,�w - Ia Accordance Wi :.h _ � _ � oi Mjn. Minimum h�T� Ame:ican Soc_e�y � Mono.- Monolithic � Tes�ing M�:.eria_s � _ �ercentum �ww� - A,�e�ican water Works R - Radius Association � American Stancares Association I.D. -�I�DlCe DOutside � A�A - ;.l - Eydraulic Institute Diameter � _ Elev.- Elevation Asph. Asphalt g - Fahrenheit �, p,�o, _ Av�nue � - Ceatigrade giy�, - Boulevard I�, - Inch �"' �I - Cas � Izon g�, - Foot �,.; C;, - Center Line St. - Street �T - Galvanized Iron �y - Cubic Yazd " L�n. - Lineaz or Lineal �d. _ YzZd ��, - Pound Sy - Square Yard ' �: - Manhole L,g, - Linear Foot _ MzX, - Maximum D,I, - Ductile Iron �, �_ _ G C1-1 (5) � � � � � "Chan e Order" is a written y,; C1-1.27 CHANGE ORD..R: A g supolemental agreement between the Owner and the Contractor covering some adda whichdwas cnot specmf icallytincluded in Vthe � found necessary zn sco�e oi the project on which bids were submitted. Iac=ease in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is � more t�an 2�� of the amount of the particular item oz itetas in tne oricinal proposal. . N all be prepared by the City from � All "Cbange Orders sh ia=orma�ion as necessary furnished by the Contractor. � C1-1.28 PP.VED STRE�TS P.ND ALLEyg; ?, pav�d s:.ree� or alle� saa'_1 ce d=�ined as a street or a=1ev having one ofy 'he io� low� �� types o` wez�inc surfaces aPF'-iec over the na�_-al uai;nprovec sur�ac'c �vpe o: zspha'_tic ccnc�ete witz or w:ti^.out , A;�v �_ � separate basz material. Aay ty�'- cr asphalL s::=:ace �reat�nent, no� 2, - -h without includir.g an oiled sur=ace, Wi� °= se�arate basz mate:ial• � base mat�rial. 3rick, wi=z c= without sepa=a�e 3. . - � base ma�eria�. � . Cor.crete , w- �n or wi �hcu � s e�a- - �e 5. Any combiaa�ion o� the a�ove. C�-1. 29 UNPAV�D ST�EE'"S OR A.LLE�S,: in unpaved s�reet, all�y► roacway or ctne= su=�� is any area except those defiaec a�ove `cr "Pavec S�re�ts and A1'_evs." � Tc. �, city s�ree� is de�ined as �hat a:ea C1-� . 30 CIT_ STR�:_..,• }.00� is cedicatec. be=ween �he �ight-of-way lines as the s..__-� C1-1.31 ROP.DWAY: pa:ailel lines two �4') fe�t b�ck of exists. The roadway is �erined as the area between ��) feet back o` the curb lines or four the average edce of pavement where no curb C1-1.32 GRAVEL STR�ET: A gravel street is any unpaved st:eet �o wnich hzs been added one or more applications of gravel or similar material othe: than the natu:al material found on the s�reet surface before aay improvement was made. � �7 � � � ) � � C1-1 ( 6 ) +rY � �' SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND pgEpAR,ATION OF PROPOSAL f SECTION C2-Z INTERP�ETATZON AND PREPARATION OF PROPOSAL, F'Y �2_2,1 pROPOSAL FORM,: The Owner will furnish bidders with r p:oposal.form, which will contain an itemized list of the items ot work to be deQuested.teThe1Proposal fozm w 11 suate waicti bid prices are _ of th e pr oject to be the 3idder's general understanding the amount of bid completed, provide a space for f urnishing �� securit and state the basis for entering into a formal Y� con �rac �. The Owner nWi��Quf ument hSc'ne ulef oranQ e„ B nancial '" "�x�e:ience Record, - p roD�� executed and iiled . f • io -^ a11 of which must be Y �., ��a.._men�, wa er Depa-'tment one week �rior , with �he Director of the City ,� �o �;�e hou� �cr o�e.^.inc of bids . �` Tze =inancia'_ s�a��men� recuired s:�a'1 have been prepare� bv an incependen� certified public accoL^�ant or an infl e?encen,. public accountant holding a valid permit issued by an � and shall have been so `�' a��ropriate s�a�e licensing agency, . ., �=epa=ec as to re�lect the current financial status. This �'' =_tatement mcst be current and not more than one (1) year old. «�-, Zn the case thz� a bidding date falls within the time a new s�atemeat is beinc preDared, the previous statement shall be f u�cated by proper veroflthelestimated project costhwill�ube ;9 0� tea (10�) percent � recui��c. � sor an experience zecord to be cons:dered to be acceptable for °"° a civen project, i� must reflect the ex�erience of the firm _ seeking qua li f ic a t= o n i=� =oreCt ffortwhich bids are r toa be _ macnitude as that o� the p 7 �- �eceived, and such experience meytshaZeobe�o thePdatecon ,. completed not more than five (5) Y � F' which are to,be Zeole� udge as to tnecacceptability�of � departmen,. sha_1 be s 7 ex�erience for cualification to bid on any Fort Worth Water ,:� Depar�ment pzoject. `'" The prospective bidder shall scheaule the equipment he has available for the project and state that he will rletesthe fi additional equipment as may be required to comp �e p:oject on which he submits a bid. +�' �2_2,2 INTERPRETATION OF QUANTITIES: The quantities of work �, and ma�e=�ais to be furnished as may be listed in the pzoposal r C2-2(1) fc=ms or other parts of the Contract Documents will be considered as a��roximate only and will be us entf will be purpose of comparing bids on a uniform basi uantiti es of work mace to the Contractor for only the actual q pe:formed or materials furnished in strict accordance with the Ccntract Documen�s and Plans. The quantitiesbefincr ased or oerformed and materials to be furnished may d�creased as hereinafter provided, without in any way i�valida�ing the unit prices bid or any other requirements of tzp Contract Documen�s. C2-2.3 EXAM?NATION OF CONTRACT DOCUMENTS AND SITE OF PROJE�T: B:�ders are acvised �hat the Contrac� Documents on file with �;.o Own�r shall constitute all of the in=orma�ion which the Owaez will f,�:nish. A111 add�e ona=omulgaa ion onc the `ormah `;�� ow;�o: w:ll su�P-Y z P cor.tract documents shall be issuec in tbe fo�m c= writ=en ac3enda aad sha?1 become pa.t of t!�e Contract Documents jus� as thouch sLc:^. acce.^.ca we=e actually w_itt�n into the oric:nal Con�ract Documents. �-� prior to the filinc o� proposal, �o rsad �'_cde= s a: e recu_� _c, Documen�s, to visi�t the a^c become �am11'-zr W1 �� `�e Cont_ ac � s'_te ot the projec� and examine carefully all local concitions, to in�orm the:�selves by their own inde�encent r=_sea�cn and investica�ions, tests, �Prin o' knowlea e of tthe ;neans as may be necesszry to gain a com le�_ ccnditions w:�ich will be encountered during the const=uction c: the project. They must judge for themselves the h� wo_k and a11 att�ndinc circums��nces ci=iiculti�s c= � " a':ec�inc the cos:. o' doing �he wo?'k or the time recuired �or i�s comple�ion, and obtain alt in�or:natiovenqblrthe 0 ne� or i:.telligen� proposa l. N o i n.. o_ma..ion g_ Y �ay rep�esenta�ive oi the Ow�er oth�r t�o�ulaated taddenda �ze Con:.ract Documen�s and o�ficial_y p g Bidders shall rely tnereto, shall be binding upun one �heei= own estimates, exclusively and solely p iavestigation, research, tests, ex�lorations, and other cata waich are necessary for full and complete information upon waich the p�oposal is to be based. It is mutually agreed that tae submission o` a proposal is prima-�acie evidence that the bidCer has made the investications, examinations anc tests here=n required. Claims for additional comPencounte aed in variations between conditions actually construction and as indicated in the Contract Documents will not be allowec. The logs of Soil Borings, if any, showing on the glans are for aeneral information only and may not be correct. Neither the � C2-2(2) � �� : � �.: �� ..,. �.w Owner nor the Engineer guarantee that the data shown is r:prese:��ative of conditions which actually exis�. C2-2.4 SIIBMITTING OF PROPOSAL: The Bidder shall submit his P:oposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correc�ly filled in and the Bidaer shall state the prices, written in ink in both words and numerals, for which he pr000ses�to do the work contemplated or furnishe the mate:ials reQuired. All such prices shall be w�itten legibly. Ia case of disc:epancy be�ween the price w:itten in words and the �rice w=itten in numerals, the pric� mcst advantageous to the Ci�y shall covern. I� a pro�oszl is ssbmit�e� by aa iacivifival, his or he� aame mus� be signe� by him (her) or his (her) duly author�zec acent. I� a proposal is submitted by a �irm, association, cr �ar�ne-shi�, the name ana add=ess o� e�ch member mus� be civen, and the p�opesal must be s=cned by a me�ber of the �iz;n, association, o� par�ne-sh:p, o: by a person czly autho==zed. Z- a p?'oposzl is su�mitted by a companv or corporatien, th= c�ompany or coTpo=ate name and busiaess add: � s s :,Zus � be c iven , anc the DiODCS'c_� s icne3 by aa of f icial or culy autno�ized aceat. The coraora�e seal must be a��ix�c. �oW�� o� A��o:ney au�horizinc ac�nts or othe�s to sign �ro�csa? mus� be orope=ly certi�ied and mus:. be in w�itiac and ssbmitt�d with the proposal. � C2-2.5 REJECTION OF PROPOSALS,: Prcposals may be rejec�en if taey show any alte�ation of wores o= _`icures, a3citions not � callec fo�, condi�ior.al or Lncalled �or alte�na�e b:ds, _ �ncom�late b=ds, erasures, or i:rec��?a�ities o= any kinC, or contain unbalanc� value of any i��ms. Pr000sal tendezeC o: "'°�"" delive_ed after the otficial time cesicnated ior receip� o� proposa� snall be returned to the Biccer unopenec. �- C2-2.6 BID S£CURITY: No proposal will be considered unless it is accom�anied by a�"Proposal Security" o� the character and +�u in the amount indicated ia the "No`�ice to Bidders" and the � "Proposal." The Bid Security is required by the Owner as evidence of cood faith on the pazt of the Bidder, and by way �� cf a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish A the required performance and other bonds. The bid security of , the three lowest bidde_s will be retained until the eontract is awarced or o�her disposition is made thereof. The bid � security of all othe� bidders may be returned protaptlY a�ter ' tne canvass o� bids. y� 0 � 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 ofiicial 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 Bidd�r must have the proposal actually delivered. Each �roposal shall be in a sealed envelope plainly marked with the word "PROPOSAi�," and the name or description of the project as desicna�ed in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Wor�h, Texas. C2-2.8 W=T�:DRAWING PROPOSALS: Proposals actually filed with �:�e Ci�y Md:.acer cer.no� be withd:awn prior to th� time se� for L for non-considera�ion o: a o�ening �roposals. A reques� proposal mus� be mace in writing, addressed to the City Manager, aad filed with him prior to the time set for the opening of proposals. A��er all proposals not reeues�ec for non-considera�ion a�n opened and publicly zead aloud, the p:oposals fo: which non-considerati^on recuests have been p-operly filed mav, at the option c= the Owne�, 5e returaed unopenea. C2-2.9 TEL�GRAPEIC MODIrICATION OF FROPOSALS: Any biader ma� moci�y h�s proposal by telegraphic communication at any time p:ior to the time se� for opening p�oposals, provided such � Manacer telec=aphic communica�ion is received by the Ci�y prior to the said p*oposal opezing ti:ne, and provicec further, that the Ci�y Ma�ager is satisfied tha� a written and cu?y aethenticated con:irmation of such teleeraphic communica�ion over the signatur� of the bidaer was mailed prior to �he p:oposal ooening time. If such conri�mation is not receivec within fortv-eight (48) hours a�ter the proposal opening time, no furthe� conside=ation will be given to the proposal. C2-2.10 PIIBLIC OP�NING OF PRO?OSAL: Proeosals whica have beea• p�operly filed and zor which no "Non-consideration Recues�" has been received will be publicly opened and read aloud by the City Manaoer or his authorized representative at the Lime and place indicated in the "Notice to Bidders." All proposals which have been opened and read will zemain on file with the Owner until the contract has been awarded. Bidde=s or their authorized zepresentatives are invited to be p=esent for the ocening of bids. C2-2.11 IRREGLJLAR PROPOSALS: Proposals shall be coasidered as being "Irregu�ar" if they show any omissions, altezations of form, adcitions, or conditions not called for, unauthori�he alternate b�.cs, or i:regularities o� any kind. Howevez, C2-2(4) � � � � � � � 0 :�. I '�, � �*_°I � � � � Owner reserves the right to waive any and all irregularities L. and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an �1 which cannot be waived. �,, irregularity C2-2.12 DISQUALIFICA=o�os ls noDDconsidezeddfor any ofe � disqualified and their p p �� but not limited to, the �ollowing reason: " a, Reasons for believing tha� collusion exists amonq bidders. � �ounds f or believing that aay bidder is b. Reasonab_e g- ro osal f or work - ir.t�res�ed in more than one p P M� contemplated• liti ation �. T:�e biccer beina interes�ed in any g acainst t:^.e �Wze= or where the Owner ma� have a � claim aga=�s� or be engag�� -z litigation against �-~ the bidde= . �. c. T:�e b i cde= being in arrea_ �v�ousnconXrac �n� �ont+act o;, ;�avinc ae_aLl�e� on a Pr- Prioi con�ract in an - e. T:�e bicder havinc pe=formed a ur.sa-is�ac�ory maane�. f. Lack oi comortency as zevealea by the financial -� statemen�, expe�ience rec�rd, equipmen� schenule, and such inqsiries as the Owne_ �zY s ua f inent� o the �, Ur.comple�ed work whic-h, Qin`the romP �ompletion � pwner, will prevent or h'nc__ �ne p `�' o= additionzl work if a Wi�hat�e Owner, one week in � h. T,.:e �_c��: not �iling . oi Pyoflosals the acvance c= tne hou: of the open:ng --� followinc .., � rinancial Sta�ement showing the finaaci�l �' � conci�ion of tne bicder as specified in Pa=� "' A - Special Instructions. �� r 2, A curTent ex�o�i a naturersimilar gtosthelaone , the p_o�ec whlch have been ``� under consideration, success�ully completed by the Bidder. � 3, An equiP�=nhashavailablelfor usecon the �•.� the bidde project. �. r osal of a bidder who, in the judgment oi the � The Bid P_oP Engineer, is disqualif ieand notropenedZequizements state �' he_ein, shall be se� asiae � � � r , C2-2(5) � PART C - GENERAL CONDITIONS C3-3 AWARD AND FXrCQTION OF DOCOMENTS SECTION C3-3 AWARD AND EX�CIITION OF DOC�MENTS,: C3-3.1 CONSIDERATION OF PROPOSALS,: After proposals have been opened and read aloud, the propo the c antitiesushowa in the basis of the quoted prices, proposal, and the application of such formulas or other methods of bringing items to a common basis as may be es�ablished in the Contract Documents. Tae tota? ob�ai:�ed by taking the sum of the products o� �znit �rices cuotsd anc the es�imated quan�ities plus any lump sum i�ems a:�d such othe= quot�d z be ncons i ered nas thet amoun c�o` o' the completec projec� wi11 the bic. liatil the awar3 0� the contract is mace by the Owner, the richt will be �ese=ved to reject aay o: all proposa?s and wa:ve technicalities, to re-advertise for new proposals, cr to �roce�d witn the work in any manner as maybe considerec for the bes� int�res� o= the Owner. C3-3.2 MINORZTv BUSZNESS £NT�RPRIS�/WOM?N-OWNED BIISIN�SS. ENTERPR�SE COMPLIANCE: Contractor ac:ees to provide to Owner, Lpon r�c_uest, comolete and accurate information regarcin5 actual work pe�iorme� by a Minority Business Eaterp:ise (M3E) and o� a a Woman-owned Bus.iness Enterprise (WBE) on the con�rac� and the payment t'�erefor. Contrac�or further agrees, upon -equest by Owner, to allow and audit and/o: an exam:na�ion oi any books, records, or files in the possession o° Con�ractor that will substantiate the actual work pe:formed by the M3E or WBE. Any material misrepresentation of any na:.ure will be grounds for termination o= the contract and for ini�iating any action under appropriate federal, state or local laws and ordinances relating to fabeegZoundsnfor f�srther, any such misrepresenta�ion may disqualification o nt actsawith the�OwnersforsarpeZ�odfof bidding on future Co time of not less than six (6> months. �3-3.3 EQUAL EMPLOYMENT PROVISZONS,: The Contractor shall comply with Current City Ordinaace prohibiting discrimination in em�loymen� practices. C3-3 (1) � � .l � ?� , , � � � i� �� 1 � � � The Cor.tractor shall post the required notice to that effect �� on the project site, and, at his request, will be provided assis�ance by the City of Fort Worth's Equal Employmen� '� Officer who will refer any qualified applicant he may have on `, file in his office to the Contractor. Appropriate notices may be acguired from the Equal Employment Officer. p C3-3.4 WSTHDRAWAL OF PROPOSALS: After a proposal has been "`" read by tae Owner it cannot be withdrawn by the Bidder within r forty-five t45) days after the date on which the proposals were ooeaed. C3-3.5 AwARD OF CONTRACT: The Owner reserves the righ� to wi�nnolc:inal actior. on the proposals for a reasonable time, ao� to exc��d forty-five (45) days after the date of openiac ::o�csa?s, and in no event will an award be made until a`te: invas�iga�ions hzve been made as to the responsibility o` the �:o�ose� awardee. �.�. T:-�A awa=c o� tae con�ract, if an award is made, w:ll be �o the lowes� and bes� r=s�onsible bidd�r. T!�:e awa�d o� the contract shall not become e_=ective until the "�"' Owae� has notif iec t:ze Con �_ actor in w: i�ing o� such award. ,�, . C�-3.6 R�TL'RN OF PROPOSP.L SECL'RITIES: As soon as prcpcse� �, p=ice to�als :�ave beea det�rmined zor comparison of bids, the } pwner �ay, at its discretion, return tne proposal securitv w'r.icn accomoa:.ied the proposals which, in its judcmen�, would � not be conside:ed for the award. Al1 other proposal szcu:i�ies, usually those of the three lowest bidders, will be � re�ained by the Owner un�il the :ecuired contract has been executed and bonc furnished or �he Owner has otherwise '� cis�ose: of the bics, a�ter which they will be zeturned by the �.. Ci�y Secretary. +" C3-3.7 30NDS: With the ex.ecution anfl delivery of the Contract - i Documents, the Contractor shall furnish to, and file with the Owner in the amoun�s hereia required, the following bonds: � � a. PERFORMANCE BOND: A good and sufficien� "� periormance bond in an amount not less th an 100 � percen� of the amount of the contract, as evidenced by the proposal tabulation oz 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 gersons against damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance , C3-3 (2) � � i� bond shall guarantee the payment for a?1 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 tor�h in paragraph C8-8.10. �, ?AvMENT BOND: A cood and sufiicient pay.nent bond, in aa amoun� no� less than 100 pezcent of the amount of the contract, as evidenced by the proposal tabula�ion or othe:wise, cuaran�e�ing �he prompt, full and faithful payment of all claiman�s as deTiaec in Article 5160, Revised Civil Statutes o= Tex=_s, 192�, as amendec by Eouse Bill 344 Acts �6�h Lecislatu�e, Regular Session, 19�9, e��ective A�ril 27, 19�9, and/or the latest version t�ereof, SL'D�ly�ng labor and ma�eriais�in the prosecution of �he work provided for in the contract being constructed under these specifications. Payment Bond shall remain in forc� until alI payments as above s�i�ulat=d a�e made. c. OTF�R BONDS: Such other bonds as ma� be recuired bv these Cont�act Documen�s shall be fur:�isaec by the Con�ractor. No ssre�ies will be accepted by the Owner which aze at the time in default or delinquent on any bonds or which are inte:ested in any litigation agains� the owner. All bonds shall be made on the forms furnished by the Owner and shall be ex�cuted by an ap�roved surety company doing business in the City o� For� Worth, Texas, and which is acceptable to the owner. In order to be acceptable, �he name of the surety shall be included on the current D.S. Treasury list of acce�table sureties, and the amount of bond wzitten by any one acce�table company shall not exceed the amount shown on the Treasury lis� for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the a� any time by the Owner, to that effect and the contract be determined unsatisfactory notice will be given the Contractor Contractor shall immediately provine a C3-3 (3) � � ;, � � � � l`:� � � � � �� ... ., � new surety satisfactory to the Owner. No payment will be tnade �- under the contract until the new surety or sureties, as recuired, have qualified and have been accepted by the Owner. '`' The ccntract shall not be operative nor will any payments be ' due or paid until approval of the bonds by the Owner. :.; .:� C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the � Owner has by appropriate resolution, or othezwise, awar ded the "" con�ract, the Contractor shall execute and file with the Owner the Contrac� and ssch bonds as may be required in the C ontract �' Documents. No contract shall be bindiac upon the owner until it has been � attestea by the City Secretary, aperoved as to f orm and 1�cality by the City Attorney, and execu�ed for the Owne� by � ei�her tne Ma�or or City Mana?er. ., , i � I C3-3.9 =AIL�R? TO EXECUTE CONTRACT: The failure o� the Aw`_ae� to execu�� tae requir.ec bond or boncs or to si5n the r�cuired con�ract within ten (10) days a`ter the contzac� is awarced shall be consid�red by the Own�r as an abandonment o= h:s proposal, and the Owner may annul the Awa�d. By reason o� t'�e uncertainty o: the market prices o� material and labor, and it beiag impracticable and difficult to accurately cetermine the amount o= damaces occu:ing to the Owner by reason o` said awardee's failure to exe�ute said bonds and contract wi�hin ten t10} days, the proposal security accomoanyine �he proposal shall be the agreed amount oi camaces wnich Owne: will su�fer by reason of such failure on ��e r�ar_ of the Awardee aad shall theweu�on immeciately be �or�ei�e� to t�e Owner. T�e filing of a proposal will be considered as an acceptance o`_ this provision by t�e 3idder. C3-3.10 BEGZNNZNG WORK: The Contractor shall not commence work un�il authorized�in writing to do sa by the Owner. Should tne Contractor fail to commeace work at the site of the project within the time stipulated in the wzitten authorization usually termed the "Work Order" or "Proceed Order", i�t is agree3 that the Suzety Company will, within ten (10) days after the commencement date set forth in such w�itten au�horization, commence the physical execution of the contzact. C3-3.11 INSURANCE: The Contractor shall not commence work uncer t�:is contract until he has ob�ained all the insurance recuired under the Contract Documents, and such insurance has �� beAn approved by the Owner. The prime Contractor shall be res�onsible for delivering to the Owne: the sub-contractors' C3-3 (4) � 0 m 0 � c�rtificate of insurance for approval. The prime contractor shall indicate on the certificat� of insuzance included in the documents for execution whether or not his insurance covers sub-contractors. It is the intention of the Ownez that the insurance coverage required herein shall include the coveraqe of all sub-contractors. " a. COMPENSATION INSIIRANCE: The Coatractor shall . maintain, during the life of this contract, Workers' Compensation Znsurance on all of his employees to be engaged in work on the project under this con�ract, and for all sub-contractors. In case any class of employees encaged in hazardous work on the project under this contract is not protected under the workers' Compensation Statute, �he Contzactor shall provide adequa�e employer's Qen�ral 1=ability insurance fer the prot�c�ion o? suca o� his employe�s not so protectec. b. COMPRE�=NSIVE G�N�RAL LIABILITY INSURANC�: The Con�rac�or snall procure and shall maintain durinc the life of this contract Contractor's Comprehensive General Liability Insurance (Public Liabili�y and Property Damage Insurz�ce) in an amount not less than 5�00:,000 covering each occurrence on account of bodily injury, iacluding death, and in an amount not less than 5500,000 covering each occurrence on accoun� of property damage w�th $2,000,000 umbr�lla policy coverace. c. ADDITIONAL �IA3ILITY: The Contrac�or shabl iurnish insurar.ce as se�arate policies oz y additional endorsement to one of the above-men�ioned policies, and in the amount as set forth for pubiic liability anc prope�ty camace, �he followin? insurance: 1. Contingent Liability (covers General Contractor's Liability foz acts of sub-contractors). 2. Bl�sting, prior to any blasting being done. 3. Collapse of buildings or structures adjacent to excavation (if excavations are to be �erformed ad�acent to same>,. 4. Damage to underground utilities for $500,000. C3-3 (5) � JI � � � _. . � � � �, � . � � � 5, Builder's risk (where above-around structures are involved). 6, Contractual Liability (covers all indemnification requirements of Contract). � d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPE�TY �. , DAMAGE: The Contractor shall pr.ocure and maintain, � durinc the life of this Contract, Comprehensive ,* Automobile Liability insurance in an amount not ' less than 5250,000 foz injuries including �. accidental death to any one person and subjec� to the same limit for each person an amoun� not less �+ than 5500,000 on account o` one accident, and �,, automobile property damace insurance in an amount not less tnan 5100,000. � e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The � insuranc� zequired under tae above paracrao hs s:�all provice a�ecuate p_otectien for the Contractor anc �y his su�-contractors, respec�ively, against da�,-�age � claims w:�ich may arise from operations uncer t:Zis contrac�, whether such ope=ations be by the ins::re� or by anyone directly or indirec�ly employe� by �� him, anc also against any o` the following special hazares which mav be encoar.�ered in the per�ors�ance ` � of the Contract. f. PROOF OF CARRIAGE OF INSL�RP.NCE: The Con�ractor shall furnish the Owner with satis�actory proo` of coverage by insurance recuired in these ConL:act Documents in amounts and by carriers satisf actory to the Owner. (Sample attached.) All insurance requirements made upon the Contractoz shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work operations. g. LOCAL AGENT FOR INSIIRANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, payment, .� maintenance and all such other bonds are wri�ten shall be represented by an agent oz agents having � an office located within the city limits of the � � m T C3-3 ( 6 ) .r �' , �,. � � � I 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 q� settle with the City of Fort Worth, or any other claimant, any claims that the City of Fort Worth or othez claimant or any procezty owner who has been � camaged, may have against the Contractor, insurance, and/or bondinc company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority must be veste� in a local agent oZ claims officer residing in the Metroplex, the Fort Worth-Dallas area. The name of the agez� or agents shall be set � forth on al? of such bonns and certificates of insurance. C3-3.12 CONTRACTOR'S OBL:GATIONS: IInde� the Contract, the r`� Contrac�or shail pay �o= all mate�ials, labor and services wnen due . '„""�' C3-3.13 W�EKL� PAYROLL: A cer�ified copy of each pay:oll "� coverinc paymezt of wages�to all perscn encaged in work on the p=oject a� the s'_te of the project shall be �urnishea to the � Owner's �epreszn�a�ive wi�hin seven (7) days after the close �p; o: eac� payroll period. A copy or copies of the apolicable m'_nimu�n wace ra=es as =_et forth in the Contract Documents � s'�all be ke�t post�d ia a cons�icuous place a� the site of the �roject at a11 times during ths course of the Contract. Cop:es o= the wage rates will be fsrnished the Cont=ac�or, by � t�e Owne=; howeve=, pos�inc and protection o: the wac? rates shall be �he responsibi?i�y o� the Con:.ractor. . C3-3.14 CONTRACTOR'S GONTR.ACT ADMINISTRATION: Any Cont_actor, �; whe�her a person, persons, partnership, company, firm, association, corpo�ation or other who is approved to de ! business with and ent=rs in�o a cor.tract 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 area. The � Contzactor shall charge, delegate, or assign this office (or :�e may delegats his Pzoject Superintendent) with full authority to transact a?1 business actions zequired in the . performance of the Contract. This local authority shall be � made responsible to act for the Con�ractor in all matters pertaining to the work governed by the Contract whether it be administrative or othe�wise and as such shall be empowered, �! thus delega�ed and dizected, to settle all material, labor or r,,,, other expenditures, all claims against the work or any other � � � C3-3 (7? � .r � � � matte= associated such as maintaining adequate and appropriate �.:, insurance or security coverage for the project. Such loca authority for administration of the work under the Contract � shall be maintained until all business transactions executed '"" as part of the Con�ract are complete. � Should the Contractor's principal base of operations be other L.. tnan in the Fort Worth-Dallas metropolitan area, notification of the Con�ractor's assignment of local authority shall be ►° made in writing to the Engineer in advance of any work on the croject, all appzopriately signed and sealed, as applicable; � by the Contractoz's responsible officers with the � understanding that this written assignment of authority to a local ze�resentative shall become pazt of the project Contract �� as thouch bound directly into the project documents. The iaten:. o` these requirements is tha� all mat�e�slassocia�ed wi:.h the Cor.t*actor's administration, whethez it be orieated �, ia furthe_ing the work, or other, be governed direct by local asthority. Th�s same zecuiremen� is imposed on insurance and �- sure�y cove_agz. Snould the Contractor's local representa�ive rail to perfor� �o the satisfaction of Eagineer, the Eagineer, at his sole discretion, may cemand that such local r=nrzsen�ative be replaced and the Encineer may, at his sole � ciscretion, stop all work until a new local authority "" satis�actory to the Engineer is assigned. No credit of workinc time will be for pe�iods in w�ich work stoppages ar� � =z e`�ect for this reasor.. C3-3.15 VENU�: Venue of any action hereinunder sha?1 be exciusively in Tar:ant County, Texas. � � � �.. � C3-3 (8> L_1 ', '� PART C - GENERAL CONDZTIONS � C4-4 SCOPE OF WORR ,�, 4' S�CTION C4-4 SCOPE OF WORR C4-4.1 INTENT OF CONTRACT DOCIIMENTS: 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 zequizements 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 s�ecial work as may be considered by �he Ownez as necessary to comple�e the pzoject in a satisfactory aad acceptable manner. T'�e Con�ractor shall, unless otherwise specifically s�atec in these �ontrac� Documents, furnish all labor, tools, materials, mach:nery, equipment, special services, and inciden�als necessary to the prosecution and comoletion of the pzoject. C4-4.2 SPLCZAI� PROVZSIONS: Should any wozk or conditions waich a�e no� thoroughly and satis`actcrily stipulatec o= covered by General or Special Conditions of these Contract Documeats be anticipated, or should theze be any additional proposed work which is not covered by these Contract Doc�sments, then "Special Provisions" covering all such wozk will be prepared by the Owner previous to the time of receiving bids or pr000sals for such work and furnished to the 3idder ia the form of Addenda. All such "Special Provisions" shall be considered to be a pazt of the Contract Documents just as thouch they were oricinally written therein. C4-4.3 INC��ASED OR DECR�ASED QUANTZTIES: The Owner rese:ves the risht to al�er the quantities of the wo=k to be perfo:med or to extend or shorten the improvements at any time when anc as found to be necessary, and the Contractor shall perf orm the work as alterec, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the con�emplated 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 matezials to be furnished by the 25 percent or more, then either party to the contract shall upon wzitten 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 considezation to be �deterrnined by special acreement 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 C4-4 (1) � +w _ � LJ �r, � � � W � � waiving or invalicating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applyinq to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various depth categories. :b C4-4.4 A�TERATION OF CONTRACT DOCUMENTS: By Change Order, the ,.., Owner reserves the right to make such changes in the Contract Documents and in the cha_acter or cuantities of the work as � may be necessary or desirable to insure ccmpletion in the most satisfactory manner, provided such changes do not materially aiter the original Contract Documents or change the general �,,, na�ure of the project as a whole. Such changes shall not be considered as waiving or invaliflating any condition or �"' D=0V1510T1 0� the Contract Documents. �� C�-4.5 EXTRA wORK: Additional work maae necessary by changes �.., aad altzra�ions o� �he Con�ract Documents or o� cuan�ities or ' �or other reasons for wnich no prices are provided in the ' Contrac� Documents, saall be de�ined as "Ex�ra Work" and shall be pez�ormed by the Contractor in accordance with these � Cont_act Documents or aop�oved additions thereto; provided•, �.- however, that before any extra work is begun a"Change Order" sha11 be executed o� wri�ten order issued by the Owner to do �~' the work for payme.^.ts or creci�s as shall be determined by one �, or more combination of the following methocs: a. Unit bid price previouslv a�proved. b. An aCra�� i�� sum. Y c. The actual reasonable cos� of (1) labor, (2) rental w- o� equipmen� used on the extra work for the time so used at Associated General Contractors of Amezica f` 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 Ownez, plus a fixed �; fe� to be agreed u�on bu� not to exc�ed 10$ of the actual cost of such extra work. The fixed fee is , not to include any addi�ional pzofit to the � Contractor for rental of ecuipment owned by him and �, used for the extra work. The fee shall be full and complete compensation to cover the cost of '�' suaerintendence, overhead, other profit, general , and all other expense not included in (1), t2), , (3), anc (4) above. The Contractor shall keep accurate cos� records on the form and in the method ..., f �.. ; C4-4 (2) � � suggested by the Owner and shall give the Owner access to all accounts, bills, vouchers, and rzcords 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 instruc�ions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensa�ion, he shall make wzitten request to the Engineer ior written orders au�horizing such Ex�ra Wozk, pzior to beginning such work. Stiould a difference arise as to wha� does or does not c�ns�i�u�� Ex�=a work, or as to the payment thereo:, and the ��ginee= ir.sists u�on its pe�formance, the Contrac�or shall �roc�ed wi:.h �he work after making written request for written o�de�s and sha11 keep an accurate account of the actual �=asonable cost thereo� as provided undzr method (Item C). C�aims for extra work will not be paid unless the Contractor shall fil� his claim with �he Owne= within five (5) days be=ore the time for making the first estima�e after such work is done and unless the claim is sucpor�ed by satisfactory vouche�s and certified payrolls covering all labor and ma�e:ia�s ex�ended upon the said Extra Work. The Cor.tractor shall ::urnish the Owner such installation recores o� a11 deviation5 from the origina? Contract Documents as may be necessary to enable the Owner to pzepare for pe=maner.� recorc a corrected set of plazs showing the ac�ual i�stallation. T:�e com�ensation agreed upon for 'ex�ra work' whether or not ir.iitia�ed by a'change ordez' shall be a full, complete ana final oayment for all costs Contractor incurs as a result or rela�ing to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, includinq without limita:.ion, any costs for delay, extended overhead, �ipple or impact cost, or any other effect on changed or unchanged work as a result or the change or extra work. C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work under this contract, the Contractor shall submit to the �wner 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 wo:k for which estimates are to be expected. There 0 C4-4 (3) � � � � .• -.� � � � � �� shall be presented also a composite graph showing the `'" antici�ated 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" sneets and at least fine black or blue line prints shall � be furnished to the Ownez. �� C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT �� rACILITIES: Within ten (10) days prior to submission oi �., �irst monthly progress payment, the Contractor sh'all p�epare 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 s�art the s everal major activities (including procuremezt of ma�erials, plans, and �,, ecui�ment) and �he contemplated da�es for completing the sam�. The schedule shall be in the �orm of a time schedul� C=itical Path Method (CPM) network diagram. As the work � progr�sses, tne Contractor shall en�er on the diagram the tctual procress at the end of each partial payme:�t period r�, o� a� such intervals as directed by the Encineer. The Contractor snall also revise the schedule to reflect any adjus�ments in contract time approved by the Engineer. Three cooies of the updated schedule shall be delive=ed at � ssch =ztervals as directed by the Owner. � As a:n=nimum, the construction schecule shall incorporate �''` all wcrk el��ents a:�d activities indicated in the pzogosal ;,.; and ia the technical sDecifications. r Pricr to the final draftinc of the detailed construction schecLle, the Contractor shall review the craft schedule ' wi�h �he Engineer to ensure the Con��actor's understandinc et the contract requiremen�s. `� T!�e following gu:delines shall be adhe=ed ta 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. b. The construction process shall be divided into r activi�ies with time durations of approximately � fourteen (14) days and construction values not to exceed 550,000. Fabrication, delivery and �� submittal activities are exceptions to this guideline. � �' C4-4 ( 4 ) i �..: � � �w� � c. Durations shall be in cal.endar days and ncrmal �;,� holidays and weather conditions over the duration of the contract shall be accounted for within the � duration of each activity. +r� d. 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 s�art aat� of a chain of activities of the CPM construction schedule. Float time is not f or �he exclusive use or benefit of either the Contractor or the Owner. f. Thi:ty cays shall be used for submittal review unless otae:wise specifiec. • Tae cons�ruction sc�edul=_ shall as a m-nimum be civided '_nto ge^eral catecories as indicatec in the Proposal and '^�chnical Speci`ications and each genera? ca�egory sha11 be b=oicen cown into activities in enough detail to achieve act�vities of app�oxima�=ly fourt�en (14) cays duration. =or each general ca�egory, the construction schedule shall identify all traces or subcontracts whose work is :e�rese�ted by ac�ivities that follow the guidelines o= t'r.is Section. �or each o� �he trades or subcontracts, the construction schedLle sha11 indicate the following procurements, cons�ruction aa3 preacceptance acLivities and events ia �zeir iog�cal sequenc�� for equipmen� and materials. i, 2. 3. 4. 5. 6. 7. 6. Pre�a=ation and trans:nittal of submittals. Submi�tal review periods. Shop fabrication and delivery. Erection or installation. Transmittal of manufacturer's operation and maintenance instructions. Ins�alled equipment and materials testing. Owner's operator instruction (if applicable). Final inspection. � � _ ,� � � � � � C4-4 (5) � � 9. O�erational testing. , - �, 10. Final inspection. �. I�, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such '�� action as necessary to improve his pzogress. In addition, tae Owner may require the Con�ractor to submit a revised �� schedule demonstrating his program and proposed plan to , s,ake up lag in sc:�eduled progress and to insure completion o: 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, tbe construction `'" p=an� anc equipme.^.t, the number of work shifts or the „- overtime operations without additional cost to the Owner. ��- F�ilure of the Cor.t_actor to comply with these requirements snall be considerec grounds for determination by the Owne: !'" that the Contractor is failing to prosecute the woric with , s��ch diligence as will insure its completion within the t'_:ne s�ecified. � � 0 � � i. ; r ;� C4-4 (6) L; PART C - GENERAL CONDZTIONS CS-5 CONTROL OF WORR AND MATERIALS SECTION C5-5 CONTROL OF WORR AND MATERIALS C�-5.1 AIITHORITY OF ENGnNEneer and inrstricticomplianee with the sa�isfaction of the E g uesticns which the Contract Documen�s• Handhacc ptabilitygof materials arise as to the quality ro ress of the work, iurnished, work performed, rate of p q overall secuence oi the �DtablecfulnillmentPof tthe�co t z te Ccnt:act Documents, acce_ compensa=ion, mutual =i?hss Sunervision�ofCthe worko resum t on these Cont=act Document , _ o� opera�ions, and all otnot beeresponsible1for�Contracto�ras a=ise. Engineer will roceduzes of means, methods, technicues, sequences or p cons��uction, or tze safety precaution and programs incident there�o, and he will nowobk insaccordancefwith thercont act `ailu:e to per�o_m the cocumeats. ze =_hall determine the amount and quality of the wor;c completed and ma�e= ials fur�is hes �'imanes hin such evennsshall estimates shall be final. be a condition to the right of the Con�:actor to receive monev due him under the Contract. The OwneT`ivelsuch necessary au�hori�y to enforce and make e�zec cecisions and orders as the Cont�actor fails to ca=ZY ou� promptly. Zn the event of any dispute between the Engineersuch Contractor over the decision of the Engineer on any matte:s, the £n tinee�Contractor,hrendereandndelivermto both written request o� the �ho pwner and Con�ractor, a w:itten decision on the tnatter in controversy. CS-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with li�nes, grades, cross-sectothez finish, and dimensions shown on the plans or any requirements othe�wise described in the Contract Do ulredtby Any deviation from nheConstruction� will� iune llrcases be the Engineer du_ g the Owner by determined by the Engineer and authorized by Change Order. C5-5 (1) .+� �i r� �) � � � � � � w. CS-5.3 COORDINATION OF COeveral seCctEons, hich�ntaken Documents aze made up of s e uizements appearing in one of toaether, are intended to describe and provide for a comp ete and useful project, and any 4 the sections is as binding as though it oc.curred in all ancies, figured dimension shall sections. Zn case of discrep lans shall govern over govern ove: scaled dimensions, p s�ecifications, special conditifications, and quantities shown conditions and standard speci ro osal. on the plans shall govern over those shown in ahearen t error The Contractor Se �o tracttDocuments,a and they0wner shall be or omission in th permitted to make such � erfulfillment of theeintent of the be de�med necessary fo_ th .- v he shall immediately call this Con�:ac� Documents. Zn the event the Contractor discovers a a�pa:ent error or disc�ecanc, , In the event o a condition to the a�ten�ion of the Engineer. Po��ions of ;n�s, specifications, or other conilict in the d_aw- �ior to the the Contract Docume�he `ontractor shalleberdeemed to have zwa:d of Con=ract, rlict. cuotec the most expensive resolution of the con� will be � C5-5 , 4 COOPERATI�N SeFSCo= TtheCContracteDocuments�and shall =��_ nished wl �n th� e_ ,`o � ,. e`t at all times one set � have availa�le on t:�e sy�_ o- the °`o� o° sucn Con�rac� Documents. :. m;� Contract shall giv' to the work the constan:. atten�ion � •- to iacilitzte �he prog�ess thereof and shall +� and o �her necessa_y h�s inspector, cooperate wi�h the Enginee�, Cont:actors in every poss:ble way. ,. , ersonnel T�e Contractor s�all zi all times Zo�erCOePformance of the available to th� piojec� site ior p P P �' work. The Contractor shall provide and maintain at all times ro ect a competent, English-speakinq ' z� the site of the p J authorized to �""" superintendent and actor;staa9ent orn theywork. Such � a c t a s t h e C o n t r able of reading superintendent and his assistant shall e cap �- aad understanding the Con�ract Documents and shalineere1oz his fulfill instructions from the Owner, the Eng �' authorized representatives. Purtornshall desiqnase �in wr tinq � of the Contractor, the Contrac to the projec� superintendent, to act as the Coe=i tendent �� a�ent on the work. Such assistant prOTexassand shall be shall be a resident oi Tzrr=o ect�Superintendent, at any time subject to call, as is the p 7 which the or night on any day of the week on resence on . of the day uire the p }h * izcumstances req �ontractor to Engineer dete:mines � z` �resentative of the �- the project site of a reP � 0 CS-5 (2) � o rovide for the safety or convenience of the adequat_ly p ro erty across which the traveling public or the owners of ProPerty contiguous to the oroject extends or the safety of p P 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. C5-5 , 5 EMERGENCY AND/OR RECneerCAaIc�onaotRon of eemergency opinion of the Owner or Eng exists related to any pzrt of the work, the Contzactor, or the Contractor through his designated :epresentative, shall res�ond with dis�a��h to a ver�al recuest made by the Owne= or Eacinezr to alleviate the em=_rg�ncy concition. Such a zesponse shall occu: day or night, whether the project is schedulec on a calendar-day or on a workiag-dav basis. Should the Cont:ac:.or fail to res�ond to a request from the �nc?neer to rec�i=y any discrepancies, omissions, or cor-ec�ions necessary to conform w�ta the recuirements of the prcject specifica�ions or plans, the Engine�r shall give the Contractor writ�en notice that such work or changes are to be De=�ormec. The w=i��'n notice shall cirect attention to the L �,.ion and reqLes� the Contractor �o tahe discrepan� conc_` ramedial action to co:rect the condition. Zn the event Con�ractor does not take positive s�eps to fu1fi11 this written reeuest, o* does not show 7LS�theuCity�may ta easuc'.�i the pzope= action, within 24 hours� contract. The City r�mecial ac�io=� W=�n City forces or bY shall then deduc� an amoun� e�q�uaantO`unds dueetheSContractor remecial ac�ion, plss 25�s, -- y on the project. rovide, at no C5_� , 6 FIELD OFFICE: Theuatetfieldrof`ice for use of the ex�:a compensat_on, an adeq Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet =n�onditioned,slbghaedlaand constructea, well hea�ea, ai weather-proof, so �hat documents will not be damaced by the elements. The Ci�y, through its Engineer, CS-5.7 CONSTRUCTION STARES: rades, and 9 will furnish the Contractor wi=o e 11=osecution and control measurements necessary to the p P P and o� the work contracted for under these Contract Documents, of lines, grades and measurem� th dlofbmark nglasem y be found stakes or other customary consis�er.t w:th good practice. m � �a � �l �. `r �, � � � � �-� �, in advance These s�akes or markings shall be set sufficiently �': of construction operations to avoid delay. Such stakes or � be established the Contractorcunt 1 he is �_ markings as �aY reserved by � guidance shall be P ineer to remove them. Whenever, in the � authorized by the Eng Stakes or markings have been- � opinion of the Engineer�destroyed, disturbed, oz semoved y '"" carelessly or willfully ees, the full cost of �he Contractor or any of his employ " i such stakes or marks plus 25$ will be chazged �' rep_acing and the full amount will be deducted a5ainst the Contractor, �zom payment due the Contractor. � 8 AUTEORITY AND DUTIES OF CZTY INSPECTORS,: City �� CzsD cto_s will be au`horized urnished. �Such�inspectionnmav ,�.., be cone and all ma..erials f zZBtion or ` ex�end to all or any part of the work, and the prep "� manuTac�uring o:: the ma�erials to be used or equi�ment to be insta.Ilec. A City Inspector may be stationed on the work to � ineer as to the procress of the wozk and the � repor � to the LI1CJ r_ A to zeport any evidence maane: i� which i� is being pe_.:orm-d, that the materials being furnished or the work bein? pe�formec b� the Contractor fails to fulfill �he requiremezts of the } i the attention cf the ,, Ccntract Documen�s, and �o cal_ Contractor to any such failuze c�io,� wi�lf notgz lievesthe �. ins�ection or lack of lnaPeon to perfozm th= work in Con�ractor f:om any oblig the Contract Documents. �.- �h the requirements o= znd the accordance wi� F dis u�e arising between the Contrac�az �. :n case o� ��Y �� the mate=ials or ecuipment furnishea o� �i�v Inspec:.or as �o Inspectoz will � tae manner of perfo=ming tne work, the City �'laV? autho:ity to reject ma�erials�nrbeQrefe==eGt�osandebe � work until the ques��inAe=t -The Ci�� Inspectoz will not, decided by the Eng_ �,- enlarge► or zelease � however, be authorized to zevoke, al..e-► nar to approve or � zny requirement of these Contzact Documents, _ 4 accept any portion or section of �ueLementsnof thelContract `` instructions contzary to the zeq ' eSintendent or �- � Documents. He will in no case act as sup foreman or pezform any other duties for the Contzactor, or ' eration of the work. $e �-� intezfere with the management or op �o��ensation in any will not accept from the Contractor anY �` Tm f or erf orming any dut ies . Theions of therCihy lIn Pe tor , fo_ P ations �-: and obey the directions and instruct or Engineer when the same are conZoviQed,whowever,�should the �'� of the Con �=a� � Documents , p Contractor object to any orders or instructiossmaketWritten d Znspector, the Contractor may within six day ,�. ap eal to the Engineer for his decision on the matter in .P controversy. b i �"..... w.._, CS-5 (4� � � ; � i .� CS-5.9 INSPECTION: The Contractor shall furniwhether ornnot with every reaso�o �ed aisliny accordanceawithgthe requirements � the work as per of the Contract Documents. ?fe tbeforelacceptanceeof the worke Contractor shall, at any tim � remove or uncover such portion of the finished work as may be cirectec. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract �Documents . . 'r� rove acceptable, the Should the work exposed or examined p or �aking uncovering or removing and replacing of the covering arts removed shall be paid for as ex�ra work, bu� ""'� cood of the p r o v e t o b e y� snosld be work so ex?osed or examiari d`he r�placinQ of unacceP�able� the uncovering or remov_a9`s shall be at the } dama ed p � all adjac=nt c�=ec�ive °work shall be done or ma��rials used Contrac �cr' s eK�ae^5z• No ble sspe=vision or ins�ection. wi :.no�:� sui �a � ' Fr �r pE AND UNAU'_^HORIZED WORR: All woZk, r C5_5 , 1p REMOVP.L C. D=- ��-I e� �ed shall be o- i or ec��ipmen� wnich has been rej mat__ia_s, � :� - r�mo�ed and replaced in an accep�z51' �nne: Y . emed' e.. o� Work done beyona the Iines L his own expense. excep t as herein iw� the Con�ractor a� shown on the plans, z;�d g:a6es civen or zS Extra Work done without written s�ecifically providec, or any � authority, wili be considered as unauthorizedyaad fo=eby the expense o� the Contractor znd belordered removed at the Own�r . Work so done may a=t oF the ,� Contractor's expens�. Upon the failure on the p L L T to comply wit:� an� order of the Encineer made under � Con�rac..o_ the En ine�: will have the ��A pzov=sior.s of this paragzaph, 9 t.. work to be reme3ied or removed authority to cause ne_e..tive } and the cost � znd rep�aced aac uaauthorLzed WO`kmoneyedue�oZeto become due to �he:•A0i mzy be deducte3 �rom any t h e C o n t z a c t o r. F a i 1 u r e tk hacl lnot cons itute acceptance " �efectiv' or unau�horized wor � of sucn works. If the ,,,� C5-5.11 SUBSTITIITE MATERIALS OR EQIIZPMENT: � S ecifica�ions, law, ordinance, coaes or regulati ual tor any P Contractor to fu: QithSDecif ied Suandl ift Contzacto=q W r tos the � material or equipm_n _ furnish or use a proposed substitu te, h e s h a l l, P cation to � �recons�ruction co n ference, make written app g TNL�R for approval of such substitue=fo=m ladecuatelYltthe �r� ENG_ � that the p:oposed substitute will p c�ions called for by the general design, be similar ansame f un that equal su�s�ance to fhat sp�e �inedthe same ufunctiontas osed � use a^d capable o_ perf g � speciLie6; and identifying all variations of the pzOP _ C5-5 (5) � a�. � r � �,. �� ' �_ .�, �� C�� substitute from that specified aad indicating available maintenance service. No substitute shal lneer whoew 11 be installed without the written a�p=oval of Eng' uality and may require Contractor to the jufl?e of the eq ro osed substitute as he furnish such other data about the p P considers pertinent. No substitute ua anteeeand bonds as installed withou� such performance g Owner may require which shall be furnand hold harmlesstOwner ex�ense. Contractor shall indemno�yindirectly employed by and Engineer and anyone directly es, losses either of them from and against the claims, damag � attorneys fees) arising out of the use and ex�ae�ses (includ-ng e= substituted mate�ials or eqLi�ment. ��_5,12 SAMPLES AND TESTS OR MATERIA�s,: Whe=e, in the opiaion oQ for in the Contrac� DOC:lI[le=lts, o= t;�e Engineer► or as call_' such tests will t�sts of ma�erials or equipment are necessary► to the testing be made at �"1e eWne 5 Lnlessaotherwfse specifically pzovined. acency by the 0 �ests of mate:ials shall The failure of the Owner to make any be in no way relieve the Con�rmentrfully1conforminglte tho �urnishing mater-ais and eqs1P L � Documents. Tests and sampling of requirements oi the Con�rac� will be maae in materials, unless otherwise specif ied, the p�eZican accordaace wit:� the latest methods pzescribed by Society for Testing Ma�e=ials or rovide lsuchafacili`ies as the pWn�r, The Contractor shall P anQ forwarcing sam�les and Enc?neer may zeeuire for collec�ing eZmission of the wi�hout specific wri�ten Pthe samcles uatil shall not, . � resented by Eacineer, use the mate_ia_s rep t�sts have beea made a�a the e�samflaes wDthout3chazge to the Contractor will fu�nish aaequat _ Owner. } re?ates, design minimum, and the In case of concze�e, the agg roved by the mixing and transporting equipment iaced,b and the Contactor Engineer befoze any concrete is p shall be responsible for replacContractCDocumentsh1cTest e shall meet the requiremen�s of the lacing of concrete, be made at least 9 days prior to the p usiag samples from the same aggre5ate, cement, and mortar wnich are to be used late� }5 shall�berma3e pr orltott e user of o� supply change, new tes the new ma�erials. C5-5.13 STORAGE OF MATERIA e=ation1 h 11 besstored used in the construction oP and fitness of insure the preservation of the guality o Zaced when directed by the Engineer, they shall b_ p platforms cr othe: hard, clean durable surfaces and aze to be so as to the work. on wooden not on the � � ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to f acilitate promgt inspection. CS-5.14 EXZSTING STRUCTURES AND OTILITIES,: The location and cimensions s:�own on tne Plans relative to existinq utilities a=e based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be consid�red as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, wa�er mains, conduits, sew�r lines and service lines for all utilities, etc., is unknown to the Owner, and the Owne: assumes ao r�sponsibility for failure to show aay or all such s�=uc�sres and u�ilities on the plans or to show them in t^._i: exac� locat_on. It is mu�ually ag�eed that such failLr: � ' wi11 not be considered sufficient basis for claims ior accitional compensation for Ex�ra Wozk or for increasine the �zv cuantities in anv manner wha�soever, unless an obstruc�ion zncounterec is such as to necessitate chances in the lines anc c:ades cf co^sice=a�le magnitude or requires the buildinc o: =_�ecial worics, �rovision for wnich is not made in the Contrac� Documents, in whic:� case the provision in these Cont*act Documents for Ext=a Work shall a�ply. _;. snall be t:�e Cont_actors res�onsib:lity to verir� loca�ions o: adjacezt and/or conflicting utilities sufficiently in a�vanc� e� cons�ruction in orcer �hat he may nego�iate suca �ocal adjust:nen�s as necessary in the cons�ruction �rocess to �rovid� adecuate clearaz�ces. The Contractor shall take all :��cessary prz�autions in order to protect all exis�inc u:.ilities, st=uc�ures and service liaes. Verification o` ex=s�inc L�ilities, s�ructures and se:vice lines shall include :�oti`ication o� all utilitY compar,ies at least forty eight (48) hours in acvance of �ons�ruction including explora�ory excavation if necessary. All verification of existing u�ili�ies and their adjus�ment shall be considered as subsiCiary work. C5-5.15 IN^_'ERRIIPTION OF SERVICE,: a. Normal Prosecution: In the normal prosectuion of work wnere the interruption of service is necessary, the Contractor, at least 24 hours in advance, s:�all be reQui�ed to: � 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. � '� � �� E; � � � � � :r CS-5 (7) � �� I'"I a � � each customer personally through 2, Notify ersonnel as to time and schedule zesponsible p of the interruption of their service, or 3. Zn the event that personal nre ared tag form customer cannot be made, a p P shall be attached to tshalltbe durable nin door knob. The tag e shall say: composition, and in large bold typ "NOTICE" Due to Utility lmpr°v�u=e�water) your neighborhood, y (sewer) se=vice will be ibeewe�n rupted on the hours of and ,,..., � This inconvenience will be as s:�ort as possi�le. Thank you, Contractor � �� .. ,, r� � � '� d.. � Accress Phone b, Emercencv : In �he ev�o `icea shall nberase above vbu` inte=ruP�ion occurs, i:nmedi ate . CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS,: If► through other acts or neclec� onsubeconttactor shallnsuffer�loss or camaee Con�ractor or anY �ees to settle with such other on the work, the Contrac�or ag Contractor or sub-contractor by acre'ment or arbi�ration. I= ssch other Contrac�or or sub-co o f aanyr damageaallegedntochave against the Owner on account the Contractor, who been sustained, the Owner will notify ainst any such shall indemnify and save harmless the Owner ag claim. CS-5.17 CLEAN-UP,• Clean-up of surplus and/or waste materials . � ob site during the prosecution of the work accumula..e� on the j under these Contract Docutine established tolthee the keeping with a daily ro fours fours after satisfaction o_ the Engineer. Twenty- on written notice is given to the Contractor that the clean-up the ' ob site is proceeding in a manner unsatisc o ztr e c t� h e 7 £ngineer, if t he C o n t r a c t o r fails o c C5-5 (8� L.r unsatisfactory procedu�e, the City may take such direct action as the Engineer deems appropriate to correct the clean-up aeficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25$ of such costs, sha11 be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by �:�ese Contrac� Documents, and beforz final acceptance and :inal payment will be made, the Contractor shall clean and r�move from the site of the project all surplus and discarded r,�a�erials, temperary s�ructures, and debris of every kind. Se snall leave the site of all work in a neat and orderly cond_tion ecual to that which oric�nally existe�. Surplus and was�e ma�=_�ials remove3 from the si�e of the wozk shall be cispose� o� a� loca�ions satisfactory to the �nc_neez. The Contrac�a� s:�all thoroecnly cl�an all eau�pment and ma��Tials ��S�z�l�d by hi�n and shall deliver over such materials and ecui�ment ia a b:icht, clean, polished ar.d new appea:ing conci�ion. No ex=ra compensation will be made to the Cor.:.=ac�or fer an� cleaa-'1D recLireC en t�e project. CS-5.18 rINaL INSPECT�ON: Whenever the work proviaed for ia anc contempla�ed uncer t:�e Contract Documents has been satis�actorily comaleted a.^.d final cleanup performed, the �ngin�e= wi?1 notify �ne prcper oi`icials of the Owner and request that the rina'- inspection be made. Such ins�ec�ion will be made witn'_n 10 days a��e: such notification. After �sch �inal inspection, i� the work and ma�erizls and ecui�ment a:e found sa�isracte.ry, tne Con�rac�or will be notified in w:i�inc o� the�accep�ance o� the same aft:r the proper :esolu�ion :�as been p�ssec by the City Council. No time caarg� will be made acaiast the Contrac�or between sa:.d date o= notifica=ion o= the :.ngineer and the date of f inal ins�ec�ion o` �he work. CS-5 (9) � � � � � '� �� PART C - GENERAL CONDITZONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY r L� SECTION C6-6 LEGAL RELATIONS AND PUB�IC RESPONS�BILITY � C6-5.1 LAwS TO BE OBSERVED: The Con�ractor sha 1 at all times `" observe and comply with all Federal and Stnte Laws and City �, ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and compl.y �� with all orders, laws, ordinances and regula�ions which exist or which may be enacted later by bodies having jurisdiction or �' authority for such enactment. No plea of misunderstnnding or ignorance thereof will be considerec. The Contrac�or and his Sureties shall indemniFy and save ha��less the City and all o= i�s or�icers, agents, aad employees against any and all claims � or liability a-ising from or based on the violation or any such law, o=dir.ance, regula�ion, o- order, whether it be bv _., himself or h:s employees. � C6-6.2 F?RM=TS AND LICENSES: T!�e Cor._ractor shall procure ali permits and lic�nses, pay all charces, costs and fees, and � Qive all notic�s necessary and incicen� to the due and lawful .,,; prosecu�ion o_ the work. � C6-6.3 PP.TENTED DEVICES, MA'"ERZALS AND PROCESSES,: I= the � Con�rac�or is required or desi=es �o use any aesign, device, material, or process covered by let�er, patent, or copyrich�, �., he shall provice foz such use by suita�le legal agreement with �he pa�entee or owne= of such patent, lette�, or cocyricht�c ` desicn. It is mu�ually agreed and understovd tha� withou� excep�ion t:ze contzact prices s:�all include all roya�ties o: cost a_isinc from pateats, trade-marks, and copy zich�s in any �' way involvec in the work. The Con�ractor and h:s sureties shall indemnify and save harmless the Owner from any and all �� claims for infringement by zeason of the use of any such - �, patented design, device, material or process, or any , trade-mark or copy zight in connection with the work agreed to �. be performed under these Contract Documents, and shall + indemnify the Owner for any cost, ex�ense, or damage which i� �'r �r�ay be obliged to pay by reason of such in�ringement at any time during the prosecution of the work or after completion o•` � the work, provided, however, tha� the Owner will assume the �- respoasibility to defend any and all suits brought foz the infringement of any patent claimed to be infringed upon by the design, ty�e of construction or material or equipment �, specified in the Contract Documents furnished the Contractor by the Owne=, and to hold the Contractor harmless on account � of such suits. C6-6 (1) � C6-6.4 SANZTARY PROVISIONS: The Contractor shall establish and enforce among his employess such regulations in regard to c?eanliness and disposal of garbage and waste as will tend to �revent the inception and sPr =ed ent the ec e tion�of ca nnuisance ciseases and to eifect=oe eS P either public or private, aad about the wo_k on tny p P Y such regulations as are required by Law shall be put into immediate force ana effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be constructec+and,maintained by tthe Cont=actornd Allrsuch shall be st_ ic �_y enf orced by °acilities shall be kept in a clean and sanitary condition, ��ee f�om objec�ionable odors so as not to cause a nuisance. ?�'_1 sani�ary laws and regulations of the State of Texas anc =he Ci:.y shall be strictly comp?ied wi�h. r� � � C5-6.5 POBL:C 5?.F�T`' AND CONV':*1:ENCs: Materials or equipment s=orec a�ou� tae wo�k shall be so placed and used, and the � work shall at a11 times be so conducted, aublicCthan is c=eater obstruc�ion o� inconve..ience to `thePEncineer. The ,�. consi3ered �o be absolutely necessary by r �� Cant:actor is recu'_red to maintain at al:l times all phases o� � ; is work in sLch a manner as ao� to impair the safety or , convenience of the public, including, but not limited to, sa:e and convsnient ing:ess and egress to property contiguous to � ��e work area. The Contractor shall make adecuate provisions �o rencer reasonabl� ingress and egzess for�Derl.l°nstallation !"�M �.af�ic, except du_ine ac�ual t�ench-ng oz P-_ �, ope�a�ions, at all criveway crossincs` Such Prvel onssuch include bringing, placement of crushec s�one or g..a othe: means of providing proper incress and egress for the �.., prop�rty served by t:ze driveway as the Engineer may approve as � a�propria�e. Such othe� means may includ�hehEnd i eer �n If _ fl�iveway trafiic, with specific approval by g -� ziversion of traffic is approvefl by the Engineer at any � location, the Contractor shall make a�rangements satisfactory . to the Engineer at any location, the Contractor shall make a=rangemea�s satis�actory to the Encineer f�ovifie allemate ials ;,, ��affic, and shall, at his own expense, p and pezform all work necessary for the construction and maintenance of roadw�Ynotnbebobstructed except1bYrsPecial � �raffic. Sidewalks mus �e:mission of the Encineer. The materials excavated and the construction materials such as '�`� ; pipe usec in the cor.struction of the work shall be placed so � as not to endanger the work or PCe°callf boxes Cewater valvese ""' hycrants, f ire alarm boxes , pol ,� C6-6 (2) ' � irr � F' . i�... gas valves, oz manholes in the vicinity. The Owner reserves tne zight to remedy any neglect on the part of the Contractor as regards to public convenience and safety whicl� may come to i�s at�ention, after twenty-four hours notice in writing to the Contractor, save in cases of emergency when it shall have the richt to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner or by �he City shall be deducted from monies due or to become due to the Contractor. �� The Contractor, after approval of the Engineer, shall noti`y � �ae r^ire Departmen� fieaflquarters, Traffic Engineer, and Police Department, wnen any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, �N and, w7en so di-�cted by the Engineer, shall keep any street, s�re�ts, or hichways in condition f or unobstruct�d use b� =ire � a�pa=acus. The Contractor shall promptly noti�y the :ize ,,., Depar�men� �eadqua�ters when all such obstructed s�reets, alleys, or hydran�s ar� again placed back in service. , where the Contracto� is required �o cons�ruc:. tempo_azy � bridges or make othe= a:=angemen�s `or crossing over ditches � or s�reams, his responsibility for acciden�s in connec�ion wi:.h sucz c�ossings shall include t�e roadwav approaches as `' well as the structures of such crossines. T:�e Con�ractor shall at all times conduct his operation and tne use of construc�ion machinery so as no� to damag� or des�rov trees and shrubs located in close proximity to or on �5e site of the work. Wherever any such damaoe may be Cone, �ne Contractor shall immediately sa�isfy all claims of property owners, anfl no payment wi11 be rnade by the Owne= in se:.�lemen� oi sucn claims. The Cont=actor shall file with the �ngine�� a wri�ten statement showiag all such claims aajusted. �J �. � r C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contzact, the � Con�ractor will be permitted to use and occupy such portions of the public stree:.s and alleys, or other public places oz o�he: rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, oz as may be soecifically authorized in wziting by the Engineez. A reasonable amount of tools, materials, and equipment 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 s�aces that may be designated to be left free and unobstructed and so as no� to inconvenience occupants of adjacent propesty. I� the s�ree:. is occupied by railway tracks, the work shall be C6-6 (3) � � .� � carried on in such mznneror unloadi g of carse etc.lt Other operation of tzains, loading for. all purposes requized by the contractors of the Owner �aY► Y remises used by the contract, enter upcn the wo_k and p Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoininq work. Any additional g rounds desired by the Contractor for his use shall be provided by him at his own cost and ex�ense. C6-6.7 RAILWAY CROSSINGS,: When the work will csecuren the right-o:-WaY �� anY railway, the City necessary easement for thnt=°actor hshalle observet alls the to be crossed, the Co regulations and instzuctions of the railwaY CO=ecau ions for methods or pe:forming t:�e work and take all p safety of property and the public. Negctiations with the railway companies for p ermits shall be done by and through the Tze Con.._actor s:�all give the City notice not less � an }T work on Ci�y. L ls intentior.s to beain �_Vo dzvs priorlto �he time o= h� that portion o� the project which is related to the railway oroperties. The Con}iontor such rail zy clossings�unless addi�ional compensa� s�ecifically set forth in the Contract Documents. _� WARN?NG S AND WP.TCHMEN : Whe= e the wor:c is C6-6.8 BARRICAD'".., v stree�, all�y, o= public carriec on in or adjacent to an. Dlace, the Contractor shall a 5 hlf encesX� lichtsr and � dange= and maintain such barricade , signals, shall provide such watchmen, anc shall tak er lo Suor other p= ecautiona=v mersu=es for the protection of p proper�y aad of the work as aze necessary. Ba:ricades anc �ences shall be paintEd in a color that will be visible at night. From sunset to sunrise V Seblenburni g light atreach and maintain at leas� one easily bar: icade. A sufficient number �a Saawaya fromhaandbv hicles and rnaintained to keep pedestr f driven on or into, any work under constzuction or rom being being maintained. The Contective assignmentshinasufficienL keep them Zotect therwo k and prevent accident or damaqe• numbers to p All installations and procedures shall be consistent with the �rovisions set forth in the "lee s andaHighwaysl ssued under Traf f ic Control Devices for Str the authority of the "State �e 25XA=tIIcle 6701dCVeroa'sl Civil Tzaffic on �ighways", codifi 29, 30 and S�atutes, pertinent sections being Section Nos. 27� 31. C6-6 (4) 0 �r' � � ar� 'rJ � � Tne 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 cepartment, Sicns and Markings Division (phone number 8780-8075), to remove the siqn. In the case of regulatory signs, the Contractor must replace the permanent sign with a �emporary sign meeting the re.quirements of the above referenc�d manual and such temporaZy 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 sicn shall be leFt in �1ace until the temporary sign requiremen�s are met. When construction work is completed to the ex�ent that the pe�mane:�t sign can be r2-ins�alled, �he Cont:ac�or sha? 1 acaiz con�act the Signs and Markings Dinision to re-ins�all the pe�manea� sign and shall leave his temporary sicn in place �:ntil such re-ias�allation is comple�ed. r The Cont=ac�or w:ll be held r�spons=�le for all damage to the work or tae pu�lic d�:e to failure of barricades, sicns, fences, lights, or watchmen to protect them. Whenever 1 ecidence is �ound o: such damage to the work the Eagineer may �.>> order the dama�ec cortion immediately removed and replaced by t�e Contractor at the Contractor's own ex�ease. The � Contractor's zes�onsi�ility for the maiatenance of barricades, �, s';ns, �ences and light=, and for provicinc watchmen shall not c�ase until the project shall have bean completed aad acceatea � by t�e Owae�. " No comoensation, except as specifically provided in these Contract Docu:nents, will be paid to the Con�ractor for the r work anc ma��rials involved in the constructing, crovicing, �� and mainta=ning of barricaaes, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and �` disposal of such barricades, siczs, or for any other - g� incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this " F work is considere� to be subsidiary to the several items for i,.._ which unit or lump sum prices are requested in the P:oposal. C6-6.9 USE OF LXPLOSIV�S, DROP WEIGHT. ETC.: Should the � Contractor elect to use explosives, drop weight,� etc., in the M 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 , oublic se=vice corpozation, any company, individual, or � ��ility, and the Owner, not less than twenty-four hours in Y,._; ''� C6-6 ( 5 ) �. . � advaace of the use of any activity which might damage or endancer their or his property along or adjacent to the work. Where the use of exp losives is to be permitted on the project, as specified in the SPedlathe�ContracDor shall submit notice to ex�losives is reque � four hours prior to commencing the Engineer in writing twenty- and snall furnish evidenceStand/or injuz es arisinqe out of pro�ec� agains� any damag such use of explosives. All claims arising out of the use of explosives shall be investica�ed and a written report made by the Contractor's insure�s to the =ngineer within ten (10) days after receipt of w:itt�n notice of�the claim to the Coa ti D oceedr to give notice City or the c la=�na� t• T h e C i t y s h _ to the Contractor or aay such claim. The use o f exp lo s i v e s may be sss�endec by the Engi Sumedf until thelcauserof the ar.� such usz snall no� be re complaia� has been adcr�ssed. wheaever ex�los_�es a== stored or kept, they shall be stored i^ a sa:e and secure manner and all stora?e places shall be olainly marked "DANG�'ROUS n a� ai lE t,lmes . 5 All veh cles �in ca�e of a compe�eat watchma wr.ich ex�los ives are being �ransPnsof ars asl Poss Pblen, n t us e as men�ion�d above and shall, heavy t=a�iic roLtes. C6-6 . 10 WORR h'TTt'1N £ es"=ODe s`y, the Owner w 11 pP ov ae �such tnrougn, o� +�to °ilvao P' rivileges as the City may ceem righ�-o�-W�Y or ea�_ment p additional necessary for the prosecution of the work. AnY b the rights-of-waY or wo:-k area considered necessary Y Contractor shall be pro�ided by him at his own expense. Such additional ri?hts-of-way or work� t edshalll be notif ied f in the benefit of the City. The Y writing as to the rights so acqushallbno�r e ter up n pri ate a�fected area. The Contracto g reviously obtained property for any purpose without havin P The Contractor permission from the ownez of such property. will not be allowed to store equipment or material on private property unless and until the specified'app=oval of the the Contractor property owner has been secured in wziting bY ecifically and a copy furnished to the Contrac�torlshal 1 clear all provided otherwise, e rights-of-way or easements ofeZ bsr secutions ofhthe Wo=k as a removed to make possible p P P pa�t o_` the project construc`ion operations. The Contractor shall be responsible for the preservation of and shall use C6-6 (6) k� �� r�:� T � � 0 � � � � � �� every �recaution to prevent damage to a1Z 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 �� thereo`, including the construction of temporary fences, aad to all other public or private property along adjacent to the +`' work . The Contractor shall notify the propez represeatatives of owners or occupants of public or private lands or intezest in lands which might be aLf ected by the work. Such notice shall be made a� leas� 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 interes� in ianc might a=fec�ed by the work. The Contracto� shal? be res�onsible for all damage or injury to property of any character resuiting from any act, omission, neglect, or misconcsct in ths manner or met:�od or execution of the work, or at any time cue to de�ective work, material, or equi�men�. ' When a�d where any direct or inCir�c� cr injury is done to , public or private oroper�y on accou�t o� any act, omission, neglect, or misconcuct in the exec::tion of the work, oz in � consecLence of the non-execution thereof on the part of the Contrac�or, he shall restore or have res�ored at his own cost �� and ex�ense such property to a concition at least ecual to �, tha� existzng before such damace or injury was cone, by repairing, rebuildinc, or otherwise replacing ana restorinc as P may be directed byatman ern accep`ablestoltheaowner�ofsthe damages or in�u_y in " property and the £ncineer. All fences encountered and removec during construction o� `Y this project shall be restored to the o�iginal or a better than original condition upon com�letion 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 pera�nent easement before the fence is cu�. �- � Should additional fence cuts be necessary, the Contractor j, , shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the � permaner.t easemen�s limits, before the fence is cut. "` Temporary fencing shall be erected in place of the f encing removed whenever the work is not in prog:ess and when the �' site is vacated overnight, and/or at all times to pzevent � livestock from entering the construc�ion area. The cost for fence removal, temporary closures and replacement shall be .- subsiciary to the various items bid in the pzoject w; C6-6 (7) _. � s proposal. Therefore, no separate payment shall be allowed for any service associated witfi this work. . r to restore In case of failure on the part of the Contracto the Owner such property to make good such damage or injury, ma upon 48 hour written notice under ordinary circumstances, Y�. and without notice when a n=ebu ld, or otherwise restore such results, proceed to repair, prope=ty�as may be determined by the Owner to bmon es dne or and the cost thereby will be deducted from any �o become due to the Contractor under this Coatract. C6-6.11 INDEPENDENT CONTRACTOR�ctor sh 11 pezform 11 work by the parties hereto that Con and services hereunder aSTvantn orP employee tofC the 0 ne �t as an o ffi c e=, a g e n t, s e_ Cont=actor shall have e�aiuslof alltthe work�and sezv uices ri g h t t o c o n t r o l t h e d e ersons perio r m i n g s a m e, a n d �per�ormed hereun6er, and all p shall be solely responsible fer the acts and omissions of i�s officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. The doctrine of respond�at superior shall not apply as between Owner ana Cont-ac�or, i�s officers, agen `ShereinRshall benconstruecaas subcontractors, and noth 9 .. rise between Ownez a�d crea:.in? a partne�ship or joint ente_p_ Contractor. C6-6. 12 CONTRACTOR' S R�SPes to$Ia d does he*ebyG na mniMy� Cont:actor covenan�s anc agre hold harmless and de�end Owner, its officers, a?eats, s�rvaats, anc emplovees from znd agz'nandaor personallinjurv► sui=s for prope�ty damage or loss / including death, to any and all persons, of whatsoevez kind or character, w:�ether real or aiZectld, the wozk and services connection with, directly or ind Y ents, to be performed hereunder by Contractor, its officers, ag employees, contractors, subcon �holer or line paZt,� bY alleged whether or not causad� of officers, agents, servants, negligence on the p employees, contractors, sub�ractor�doeslherebyscovenant tand of t:�e Owner; anc said Con and responsibility of Owner, its agree to assume all liability ro erty damage or officers agents, servants and employees for P death, to any and loss, and/or personal injuries, including all persons of whatsoever kind or character, whether teal or out of or in connection with, directly or asserted, arising indirectly, the work and services to be perfoeesa contzactorsy Contractor, its officers, agents employ subcontracto:s, licensees and invitees, whether or not caused, C6-6 (8) s� * ir � ,� � � , � 0 � �, r � � � � � � �,., .�, �, in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, licensees or invitees.of the Owner. Contractor likewise covenants and agress to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries,loss or damages to property of the Owner durinq the performance of any of the terms and conditions of this Contract, whether arisinq out of or in conaection with or resulting from, in whole or ia part, any and all alleged acts or omissions of officers, acents, servants, employees, contractors, subcontraeto=s, 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 Directcr of the Water Department, as evidenced by a =ina1 inspec�ion, final payment to the Contrac�or shall not be recommended by the Director of the Water Department for a period o� 30 days after the date of such final inspection, unless the Contractor shall submit writ�en evidence sa�isfactory to �he Direc�or that the claim has be�n set�led and a release has been obtair.ed from the claimant involved. I` the claim concerned remains unset�led as of the expiration o� the above 30-flay 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 dollzr amount then due less the dollaz valne of any wzitten claims pending agains� tne Contractar arising•out of the performance of such work, and such semi-final payment may then be recommeaded by the Director. � Th� Director shall not recommend final payment to a Contractor agains� whom such a claim for damages is outstanding for a "'� period of six months following the date of the acceptancs of �..' �he work p�rformed unless the Contractor submits evidence in writing satisfactory to the Director tzat: 1. The claim has been settled and a release has been obtained from the claimant involved, or � �. � �.,: � �� r� � ., 2. Good faith effor�s have been made to settle such outstanding claims, and such good faith efforts have failed. Ii condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Con�ractor 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 C6-6 (9) ,.� � ex iration of the six month period the Director may recommend P a ment be made if all other wozk h as been that f inal p Y performed and all othc�ion of the Directorhe Contractor ave been met to the sa�isfa The Director maY► if he deems it approPriate, refuse to accept bids on other water Departd�a esnisaoutstandingmas a�result of acainst whom a claim for �antract. work performed under a City � C6-6 . 13 CONTRACTOR' S CLAIM F al e�edEdamage by reasonn of the ciaim compensa�ion for any 9 acts or omissions of the 0�"�nof �suchsallegedtdamageremakeYa a-te= the actual sustaining settin out in detail the written statement to the Engand on�or before the 25th day of r.ature of the alleged damage► such damage is clai:ned the month succeeding that in which any �o have been sustainedi the n�nofatherdetailsfand amount of Engineer an itemized s�ateme ive the Engineer such alleged aama?e and, upon request, shall vouchers, bills o` access to all books o: ac� a ers containing any evidence as lading, and other books or p P �o the amount of such allegeZedum=ed, the1Contractor'seclaim shall be filed as he�e_nabove Q :or compensation shall be waiveda esa he shall not be entitled �o Pzymeat on account of such dam g C6-6.14 ADJIISTMENT ORrREL'OCchaON e F moveICo T alltersin Tany Zn case it is necessa_y to g or others, the sain mannsr the prope=ty o� a public utility arooerty shall not be moved or interferenee=th Thelzighteis thezeupon have been issued by the Eng � ublic utilities to enter the reserved to �he owne� s of p ur ose of making ceographical limits of the Contract fo�roter Py that may be such changes or repairs to theiz p P necessa�y by the perfozmance of this contract. C 6-6.15 TEMPORARY SEWER AND DRAIN CO=emovedS��themContractor or sewer lines hav� to be taken up =ovide and maintain shall, at his own expense and cost, P rivate or public tempora:y outlets and connections for all p drains and sewers. The Contracto= eceiv dsfromkthesee drains sewage and drainage which will u= ose he shall provide aad and sewers, and for this P P ense, adequate pumping maintain, at his oWn � outl ts orXdiversions. facilities and temporary .. at his own cost and expense, shall construct The Con�rac�or, and be such troughs, pipes, or other structures necesea and sewage prepa:ed a� all times to dispose of dzainag C6-6 (10) � � � � � �� J �w � 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 satisf actory manner � so that no nuisance is created and so that the work under �.; construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FIIRNISHED BY THE � CITY: When the Contractor desire.s to use �ity water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water �J Depar�ment for so doing. City wa�er furnished to the Contractor shall be delivered to }� the Contractor from a connection on an existing City main. l� All piping required beyond the point of delivery shall be installed by the Con�ractor at his own expense. The Contractor's responsibility in the use of all existing fire hydzant 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 zates established by the Director of the Fort Worth Water Department. � C6-6.17 USE OF A SECTION OR PORTION OF THE WORR: Whenever, in �'' the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written ordAr 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 CONTRACTOR'S RESPONSIBILITY FOR THE WORR: Untfl written acceptance by the Owner as provided for in these � Contract Documents, the work shall be under the necessary ' caze of the Contractor, and he shall take every " precaution to prevent injury or damage to the work or any part �. � � C6-6 (11) cause thereof by action of the elements or from any _. whatsoever, whether arising from the execution Zepa�= eXresto=en of the work. The 5 ownrexpense all injuries�or damaqe to any and make good at hl of the hereinabove portion of the work occasioned by any causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Znspection by the Engineer a ment of money or any payment or any order by the Owner bY P y exteasion of tiiae, or for or acceotance of any work, or any the City shall not opezate as a waiver any possession takea by waiver of any of any provision of the Contract Documents. 7°+�Y' breach or Contract shall not be held to be a waiver of any other or subsequen.. breach. The Owner reserves the right t t marehave been�paidtand to discovered in any estimate tha Y adjust the same to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY � e ContractlCDo uments aor lin out the provisions of thes ranted thereunder, there exercising any poweC of authority g shall be no liability upon the auto�herw se asrtheytare agents the Owner, either personally or and representatives of the City. the Cit of C6-6.21 STATE• SALES T�.ation wh ch cualifiesdfor exempt on r^ort Worth, an organi pursuant the provisions of Article 20•D�neHContractoremaY Limited Sales, excise, and Use Tax Act, lies and equipment purchase, rent or lease all materials, supp used or consumed in the performance of this contract by issuing to his supplier an exemption certificate�i�hlstate the tax, said exemption certificate to comply Comptroller's Ruling .007. Any such exemption certifi�ate issued by the Contractor in Iieu visions f State1Co ptzollerCs to an3 shall comply with the pro troller Ruling .011, and any other applicable State Comp rulings pertaining to the Texas Limited Sales, Excise, an 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 tion easement which has been dedicatechtOu$lifieslfornexe pClty of Fort Worth, an organization wh q ursuant to the provisions of Article 20the`Contractor �an P Excise, and Use Tax Act, limited Sa1es, probably be exempted in the same manner stated a ove. 0 C6-6 (12) �J �' � � � � �j � Limited Sale, Excise and Use Tax permits and information can be obtained from: Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX � � �' ' C6-6 (13 ) � � � �" � � PART C - GENERAL CONDZTIONS �'*, C7-7 PROSECUTION AND PROGRESS � SECTION C7-7 PROSECUTION AND PROGRESS: LJ C7-7.1 SUBLETTING: The Contractor shall perform with his own � organization, ana with the assistance of workman under his immediate superintendance, work of a value of not less than fifty (50$) percent of the nalue embraced in the contract. Zf � the Contr'actor 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 represen�ed either in person � or by a superintendent or other designated representatives. � C7-7.2 ASSIGNMENT OF CONTRACT: 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. Ii the Contractor does, without such previous consent, assign, � transf er, sublet, convey, or othezwise dispose of the contract � or his right, title, or interest therein or any part thereof, to any person or persons, paztnership, company, firm, or• ,�, corporation, or does by bankruptcy, voluntary or involuntary, �; or by assignment under the insclvency 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 i,� impracticable and extremely difficult to fix the actual damages. � C7-7.3 PROSECUTION OF THE WORR: Prior to beginning any � construction operation, the Contractor shall submit to the � Engin eer 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 � � C7-7 (1) � � � prosecuting the work and ordering materials and equipment which he expects to follow in order to caaplete the project .in the schedulednts to be earned by the�Cont actoredur ngleach estima�ted amou monthly estimate period. � 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 i` and with sufficient equipment, materials, and labor as is �_ necessary to insure its completion within the time limit. The sec_uence requested of all construction operations shall be � at all times as specified in the Special Contract Documents. Any deviation from scuh 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 �he Contractor 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 "Ext=ess�scheduleeshall�notecons�itutetalchange in the and a prog �� contract time. � C7-7 , 4 LIMITATIONSbe FconductedNby the eContractosPso aas �to "' shall at all times At create a minimum amount of inconvenience to the public. �� any time when, in the judgment of the Engineer, the Contzactor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is nec�ees uaZe ° for the propez execution of the work, the Engineer may Q �� the Contractor to finish the section on which operations are in progress before the work is commenced on any additiona ��, section or street. `' C7-7.5 CHARACTER OF WORRMEN AND EQOIPMENT;: Local labor shall be used by the Contractor is available. The Contractor may � bring in from outside the City of Fort Worth his key men and �� his superintendent. All othez workmen, including equipment operators, may be imported only after t•he Iocal� iyP Such �'' exhausted. The Contractor shall employ �; superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineez 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 1 � m � C7-7 (2) � 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. The Contractor shall furnish and maintain on the work all such equi�ment 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 ma�erials 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 efficient working condition. u=uiP oe he nWork,Pworkmen�ortadjacentspr perty ill that no in� y result from its use. C7-7.6 WORR SCHEDULE: Elapse3 working days shall be computed starting with the first day of work completed as defined in C1-1��23 "WORRING DAY" or the date stipulated in the "WORR ORDER for beginning work, whichever comes first. 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 Legal Holiday must than the proceeding on a specific Saturday, Sunday or be made to the Engineer no later Thursday. b. Any work to be done on the project on such a- specific Saturday, Sunday or Legal Soliday 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 request for approval to work on a specific Saturday, Legal Iioliday, and no extra compensation shall be the Contractor for any work performed on such a Saturday, Sunday or Legal Holiday. to such a Sunday or allowed to specif ic Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7 (3) � � � � �" , � � � � � r ..� � �� ., C7-7,7 TIME OF COMMENCEMENT ANDeZatP�ons�within thertime shall commence the working op specified in the Contrash 11 benconside edfbytthe 0 ner�as Or d e r. F a i l u r e t o d o s o the Contrac tor a n d t h e O w n e r abandonment of the Contract by may proceed as he sees fi t. The Contractor shallwo=knWi11 berperformed gandsthe premises insure that the whole cleaned up in accordblishedtintsu h documentsu and such within the time esta be ro erly authorized by the Owner. extension of time as may P P � �7-7.8 EXTENSZON OF TIMEe�ofP completioneshall be�cons dered for an extension of only when the reques wi hinssevenXdayslfromsandbafterdthe writing to the Engineer time alleged cause o� delay shall have occurred. Should an extension of the timethe City1Councilefor approvalsuch request will be forwarded to In adjusting the contract time for completion of work, consideration will be givea to unforseeable causes beyond the control of and without the fault or negligubl c enemye Contractor, including but limited to acts of the P id emics, flood tornadoes, ep acts of the Owner, fire. frei ht embargoes, or delays quarantine restrictions, strikes, J of sub-contractors due to such causes. When the date of completion is base3 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 wur�hase considered only when a review of the Contractor's p order dates and oth �ha e then Cont ra tor hasemade ta bonaf ide Lngineer indicates This shall include attempt to secure delivery on schedule. efforts to obtain the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completi�eatezt amountsaor should require work and materials in 4 roved Contzact Quantities than those set forth in the apP Change Documents, then the contract time may be increased by Order. C7-7 , 9 DELAYS : The Contractor � s�h kll except whenc dizect tand for delays or �hindrances to the unavoidable extra cost to the Contractor is caused by the failure o� the City to provide information oz material, if C7-7 (4) � � � t � 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 fiaal and bindinq. 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 oz 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 COMPLETZON: 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 Pzoposal the number of working days or calendar days that he will require to fully complete this contzact or the time of completion will be specified by the City in the Proposal section of the contract docum2nts. The number of days indicated shall be a realistic estimate of the time require3 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 th2 time specified in the Con�ract Documents, or the increased time granted by the Owner, or as automatically increased by additional work or materials ozdered after the contrace lunlesseotherwise�specifiedgineother partslof the schedul , Contract Documents, will be deducted fzom monies due the Contractor, not as a penalty, but as liquidated damages suffered by the Owner. AMOUNT OF CONTRACT Less than $ 5,000 $ 5,001 to $ 15,000 $ 15,001 to $ 25,000 S 25,001 to $ 50,000 S 50,001 to S 100,000 $ 100,001 to $ 500,000 C7-7 (5) inclusive S inclusive $ inclusive S inclusive S inclusive S inclusive S 0 r �, ,1 n � 35.00 ;� 45.00 63.00 ,,, 105.00 ; 154.00 "" 210.00 �) � � � �� i,� $ 500,001 to $1,000,001 to 52,000,001 and over 51,000,000 inclusive S 315.00 $2,000,000 inclusive $ 630.00 the �. The parties hereto understand and agree that any harm to 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 estimaa iSe� (�� and that the "Amount of Liquidated Damages Per Day", �_: out above, is a zeasosedlb fany delay�f just compensation due the City for harm cau Y �, �.. C7-7.11 SUSPENSION BY COIIRT suspend operations on such part by any court, and will not compensation by viztue of such < be liable to the City in the e t Order Neither will t ORDER: The Contractor shall oz parts of the work ordered be entitled to additional ourt order. Neither will he ►ent the work is suspended by a he Owner be liable to the for which Cour �'� Contractor by virtue of any Court Order or action the Owner is not solely responsible. C7-7 , 12 TEMPORARY SIISPENSI�N,: The Owner�Zshin 1 art f or such � to suspend the work operation who11Y deem necessary due to period or periods of time as he may unsuitable weather conditions or any other unfavorable �r conditions which in the opinion of the Owner or Engineer cause further prosecu�ion of the work t=o ect�SDur gatemporary de�rimental to the interest of the p j '�� suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of cons�ruction equipment and/or construction crews. r» If it should become necessary to suspend work for an � indefinite period, the Contractor shall store all matezials in such manner that they will not obstruct or impede the public � unnecessarily nor become damaged in any way, and he shall take �'" eve:y precaution to prevent damage or deterioration of the work performed; he sh�a� Pstructureslwhere necessary.about the � work, and erect tempo y !� Should the Contractor net o d he controll of and�without the �' project due to causes b y ;,� fault or negligence of tOF THE TIMEtOF COMPLETIONthand Paragra�h C7-7.8 EXTENSION � should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to ' proceed is not available =e mbursedefor the cost of mov�ng �� then the Contractor may b his equipment off the job and returning the necessary �, , equipment to the job when it is determined by the Engineer � m C7-7 (6) � �� ..� that construction may be resumed. Such reimbursement shall be based on actual cost tallowedontractor of moving the equipment and no profit will be No reimbursement shal�obeCt1forethefCity ofuFortnWorthmoved to another construction p 7 The Contractor shall not suspend work without writt erations from the�Engineer and shall proceed with the work op promptly when notified by the Engineer to so resume operations. C7-7.13 TERMINATI�N OF CONTRACT DUE TO NsoldeclaredRbyNth�e Whenever, because of National Emergency, president of the United S�ates or other lawful authority, it becomes impossible f o�ials and quipment fort the prosecution necessary labor, mate , of the work with reasonable continuity for a period of two months, the Contractor Siled Wstatement of thenefforts which in writing, giving a deta have been made and listing all necessary items of labor, materials, and equipment not obtainable. If, after investigations, the Ownof the Contractor to dproceed istnot and that the inability attributable in whole er�WneP ca not after areasonable effort the Contract, then if th 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 set�lement mutually acc�p�able to bomade hin oaccordance hwith nthe t rmsaof final payment shall be the agreed settlement, Whlihwo=klexecut d but notanticipated to, the payment for a profits on work which has not been performed. C7-7.14 SUSPENSION OR P.BANDONMENT OF THE WORK �D �o � o ooZ C � N T R A C T: T h e w o rk o perations on all or anY P s e c tion of the work aeZeofCthe Engineer l o r b t he Contract immediately on written o ood and may be declared cancelled by the City ay oflexample, but not sufficient cause. The following, byrounds for suspension or of limitation, may be considered g cancellation: a, Failure of the thettime specif d innthe Work operations within Order issued by the Owner. � � � � � �;� 1 � �i � � � C7-7 (7) � � � r � b. Substantial evidence that progress of the work o p e r a t i o��se work within the specif ied ti�me i e n t t o - � complete c. Failure of the Contractor to provide and maintain � sufficient labor and equipment t'o propezly execute �.. the working opezations. �� d, Substantial evidence that the Contractor has abandoned the work. . e, Substantial evidence tha�trtothe wisetfinanc ally insolvent or bankrupt, �° unable to carry on the work satisfactorily. f, Failure on the part of the Contractor to observe � any requirements o=ders givenaby DheuEngineer or comply with any ►' Owner provided for in these Contract Documents. � q, Failure of the Contractor promptly to make good any w. defect ia materials °corrrectionlof whichyhasf been of any nature the `��' directed in writing by the Engineer or the Owner. h, Substantial evidence of collusion fore h e Pza�one � �- of illegally procuring a contract or p P g fzaud on the City in the construction of work under �"' contract. � i, A substantial indication that the Contractor has �- made an u Sa duer theref rom mf or thetbenef it oftany any f und �'�' 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. r �; k. If the Contractor commences legal action against the Owne=• �, A copy of the suspension order or action of the City Council shall be served on the C�oZr�ausess or whenstheWcontract is � suspended for any cause cancelled, the Contractor shall discontinue thewhezeuponsthe " part thereof as the Own�ionhaassumelthetcontract os that Sureties may, at their op ,� portion thereof which the Owner has ordered wi�h��e wr°tten �-- discontinue, and may perform the same or may, _ � C7-7 (6) i'� � - � 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 k� agents. The Sureties, in such event shall assume the Contractor's 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 'rr� Contractor a� 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. Zn case the Sureties do not, within the hereinabove specified time, exercise their right and option to assume the contract � responsibilities, or tha� portion thereof which the Owner has ordere3 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 �hat 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 wozk, and to charge to the account of the Contractor of said contract expense for labor, ma�erials�, tools, equipment, and all expenses incidental thezeto. The expense so charqed � shall be deducted by the Owner from such monies as may be due or may become due a� any time thereafter to the Contractor under and by virtue of the Contract or an� pazt thereof. The �+a Owner shall not be requir�d 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 Cnntract if thP 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 b.y contract oz otherwise � under the provisions of this section, the Contractor shall continue the remainder of the work in confozmity 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 i 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 � � C7-7 (9) � � � r�� . rj �., � , h. : .- �, . r� ,. ,� � C` _� been finished and completed, the Engineer, and the final acceptance the Owner. final inspection made by the and final payment made by C7-7.16 TERMZNATION FOR CONVENIENCE OF THE ��R�� k NOTICE OF TERMZNATION,: The performance o the Owner A. be terminated by under this contract may a r t, in in whole, or from time to whenever the Owner accordanc� with this section, shall detezmine that such termisuch�termination best interest o f the Owne_ •� a i 1 i n g a n o t i c e o f s h a 1 1 b e e f f e c t e d b Y the extent te�mination to the Contractor specifying to which performance of work under�n hwhi°ch asuch terminated, and the date up termina�ion becomes effective. Rec=esumed and notice shall be deemed conclusively p established when the wne�er Furthera it tsh 11 �be States Mail by the 0 deemed conclusively presumed and established�that such termination is made with just cause as therein roof in any claim, demand or suit stated; and no p ardin such shall be required of the Owner reg g discretionary action. CONTRACTOR ACTION: After receipt of a notice of B • termination, and e n� actor h 11 wise directed y the Engineer, the Co 1. S�op work under the contract on the date and to the extent specified in the notice of termination; 2, place no furthvi es aorr facil ties texc ptf as materials, sez for completion of such may be necessary portion of the wozk under the contract as is not terminated; 3. 4. terminate all orders and subcoe=fozma cetof extent that they relate to the p work terminated by the notice of termination; transfez title to tmes�wand todthelextentn the manner, at the ti , if any, directed by the Engineer: C7-7 (10) _ � ; � 5. � �, � �^ 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 � 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 as shall notice of performance of such part of the work not have been terminated by the termination� and 6, take such action as may be necessazy, or as the Engineer may direct, for the protection and preservation of the property related to its con�ract which is in the possession of the Contractor and i� which the Owner has or may accuire the zest. At a time not later than 30 days after the termination date specified in the notice of termination, the Con�ractor 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 o_` it�ms the dispasi�ion of which has been directed or authorized by thE Engineer. Not later than 15 days �hereafter, the 4wner 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. 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 Zequest of the Contractor, made in writing within suchand all period or authorized extension thereof, any such claims shall be conclusively deemed waived. � m � � !� � �.. � C7-7 (11) � � ��J L.e D. AMOUNTS: Subject to the provisions ee uton � C7-7.16(C), the Contractor and Owner may aq P 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 contra�t price as reduced by the amount of payments otherwise made and as f further reduced by the contzact 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) 4°� a o- rescribing the amount to be paid to the here..ft__ , p r Contzactor in the event of failure of the Contractor by reason of the termination of work �r pursuant to this section, shall.be deemed to limit, restrict or otherwise determine or affect the '� amoun� or amounts which may be agreed upon to be .� paid to the Contrac�or pursuant to this paragraph. ^� E, £AILURE TO AGREE: Zn the event of the f�ilure of �4. the Con�ractor and the Owner.to agree as provided in C7-7.16 (D) upon the waole amount to be paid to ,. the Contractor by reason of the termination of work pursuan� to this section the Owner shall detezmine, '� on the basis of information available to it, the amount, if any, due to the Contractor by reasan of � the termination and shall pay to the Contzactor the amounts determined. No amount shall be due for lost or anticipated profits. "` due the e g, DEDtiCTI0N5: In arriving at the amoun� contractor under this section, there shall be ,- deducted (a) ail unliquidated advance or other - � payments on account theretofore made to the �' Contzactor, applicable to the terminated portion of this contrac�; (b) any claim which the Owner may � have acainst the Contractor in connection with this iu 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, `y pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. � �. r 4, i L. . �, ADJUSTMENT: If the termination hereunder be partial, prior to the settlement of the terminated portion of this contract, the Contractor may file r with the Engineer a request in writing for an C�_� � iL � � H. r � equitable adjustment of the price or prices � specified in the contract relatinq to the continued portion of the eontract (the portion not terminated by the notice of termination), such equitable � adjustment as may be agzeed upon shall be made in such price or prices; nothinq contained herein, however, shall limit the right of the Owner and the � Contractor to agzee upon the amount or amounts to be paid to the Contractor for the completion of the contin t doesrnotncontainean established cont act contrac � price for such continued portion. NO LZMITATION OF RZGHTSaltert ths rightsn wh h tthe section shall limit or ct � Owner may have for termination of this contra under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Amendment of Contzact" � or any othof contractlby Contractorhave for default or breach � C7-7.17 SAFETY METHODS AND PR.ACTICES: The Contractor shall be =es�onsible for ini�ia�ing, maintaining, and supervising all saiety precautions and programs in connection with the work at all t�imes and shall assume all responsibilities for their enforcemen�. The Contractor shall laws, ordinances, and property from injury, wi�h the work. comply with federal, state, and Iocal regulations so as to protect person and including death, oz damage in connection 1 _ � , � � � � � C7-7 (13) � � �� ._: �.. � PART C - GENERAL CONDITIONS C8-8 MEASIIREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT � C8-8.1 MEASUREMENT OF QQANTITIES: The determination of i,. quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terias of the Contract Documents shall be made by the Engineer, based �' on measurements made by the Engineer. These measurements will be made according to the IInited States Standard Measurements used in common practice, and will be the actual length,.area, �A solid contents, numbers, and weights of the materials and i=ems installed. �. �i CB-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set fortn, the said "Unit Price" shall include the f urnishing bv 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 tae Engineer of all work to be done under these Contract Documen�s. '�--' The "Unit Price" shall include all permanent and temporazy protection o� overhead, surface, and underground structures, � cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the 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 wozk complete in place and in a satis�actory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set `� iorth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, � machiner � urtenances, and all subsidary work y, equipmen�, app �� necessary for the construction and completion of all the work to provide a complete and functional item as detailed in the �' Special Contzact Documents and/or Plans. � C8-8.4 SCOPE OF PAYMENT: The Contractor 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 from the action of the elements, f or any ��- unforeseen defects or obstructions which may arise oz be encountered during the prosecution of the work at any time �. - . t C8-8 (1) �J � � �„ r; _ry �.� � ..y i�.M �, . before its final acceptance by the Owner, (except as provided in paragraph C5-5.14) for all risks of whatevf�rrdall ex ense connected with the prosecution of the work, P 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, traderoarks, copyrights, or other legal reservations, and for completeing the work in an acceptable manner according to the terms of�the Contract Documents. The payment of any current or partial estimate prio= to final acceptance of the work by the Ownez 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 any defects or imperfections in the construction or in the strengthfurn shedyinf orhaboutZthe used or equipmen� or machinery construction of the work under contract and its appurt�nances, or aay damage due or attributed to such defects, which defects, imperfection, o: damage shall have been discovered on or before the final inspection and acceptance of work or curing the one year guaranty period after final acceptance. The Owner shall be the sole judge of such defects, imperfections, °rfaalure�toncorrectnthecsamehas provided to the Owner for herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and �th 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, or estimate period under the Contract Documents. Not lat�r than the lOth day of the month the Engineer shaelandzthe valueeof ork performed since found to be acceptabl the last partial payment was made exceeds one hundred dollars (5100.00) ia 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 estimated 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 f orms furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work which are to be incozporated into the work as a permanent part thereof, but which a� the the time of the estimate have not been installed. (such Paluen thereofb) The� Contra tora shall 85� of the net invoice furr.ish the Enginee� such information as he may request to aid � � C8-8 (2) � or. him as a guide in the verification or the preparation of partial estimates. It is understood that the partial estimate from mcnth to month will be apgroximate 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 i�s 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 paymeht of any monthly estimate if the contractor fails to perform the work s�rictly 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 Contract Documents. C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Docurnents shall hane been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Con�ractor shall notif y 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 comple�ed in accordance with the terms of the Con�ract Documents and all approved modifications thereof, the Engineer will initia�e the processing of the final estimate and recommend final acceptance of the project and final payment therefor as outlined in C8-8.8 below. CS-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been completed and all zequirements 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 the necessary measurements, computations, and checks can be made. All prior subject to paymen � . estimates upon which payment has been made are necessary corrections or revisions in the final C8-8 (3) � � �i irr � � � ,.� �, L� �. � r- 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 f urn ishing labor and/or materials have been paid in full, that the waqe scale es�ablished by the City Council in the City of Fort worth has been paid, and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall zelease the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under Con�ract 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 ADEQUACY OF DESIGN: It is understood that the Owner �, believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the r.• approved Contract Documents. It is, therefore, agzeed that the Owner shall be responsible for the adequacy of its own " design features, sufficiency of the Contract Documents, the „ safety 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 requirements 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 `�T partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not dane 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 t:�e wozk and �. . C8-8 (4) � � � pay for any damage to other work resulting therefrom which � shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified andshall 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 qeaezal guaranty as above outline. The Owner will qive notice of observe3 defects with reasonable promptness. � C8-8.11 SIIBSIDIARY WORR: 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 tae Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when dizected 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 =egardless 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 (5) � � O 1 '•� �r� � � J � � - •^,, . _ ... . . . . . . , �i : - ... ... _ . � - �. _ _. -. . � . _ • � �� .� _ � . � � _ �. . . � _ . � � � � SECTION CI �' SUPP ARY CONDITIONS .�. - . - _. � - TO SEC�'ION C �� . . � . t � . �.�1 .� �� - . �, _ . � �. . ~ � ' � � - � _. r ' .. � . . : .. .� , : , .t: �, . . . .. - _ . • • - -• _ , . . . , . �..� • . - . ' . � . . � SECTION C1: S�PPLE.`�iENTARY CCN�ITIONS TO SECTION C A. G2neral i _ � These Supple:aentary Conditions amend or supolement the General Conditions of the Ccntract and other -provisions of the Contrac� Documents as indicated below. Provisions which are no� so amended or supplementec remain in full force and afzect. B. Paragraph �3-3.2 should be deleted in its eatirety anc replacec wi�z the fvllowing� C. Uaon reques�, Cont�actor agrees :.:. �rovide to Owner ccmplete anc ac�srate in�or.aation regardinc acLual work �e_�or�ed by a Minori�y BLs:r.ess E.^.te�rise (M=E) ar.c/or a woman Bus:ness r .--.-; wnE on the con�:ac� anc pa_.�en� the=e=ore. n�e_ �_ _se (" ) Contrac�or �s: �:�e= zgrees to pe_:n_t an aucit and/or exam:^�a- �icn ci ar.�� books, recor�s or �iles i:� its possession t:�at w:l'_ sLbs�aa�iate the actual wo_k pe=�o*�ned by an 2��E anc/or �e� than a necligent wEL. i!�e mis=apresentation o= fac�s (o�. `� m=sreoresa:��ation) and/or t�e ccmmiss:on o:: frauc �v �. e Con�rac�or wi1'_ be c�oun�s for �e�ination oi t�`�e contract a.zd/or ini�ia�inS ac�ion unde= a�prccr_ate feceral, state or local laws cr under approoriate fece=al, state or local laws or orciaa:.ces relating to fals2 s�a�emezts; fu�her, any ssc:� mis�earese^.�ation (othe= than a neclicer.t misrepreser.`.a�ior.) and/or commossion of fraud �till resul� in the Contractor bein5 dete�-minec to be i�responsib� e and barred from pa�-ticipating in City work icr a period of tirae oL not less than tiLree (3) ! years. pa�� C- Ge.^.e:al Conditions: C3-3. i Boncs, the paragraph afteT subpa=agrapn c. Chanse the parzc=aph to read as follows: "No sureties wi?1 be accept_: by tae Owner which are at the time in ce�ault or deli:�eLer.� on any bonds or wi:ich a:e in�e:este� in any l�.ticaticr. acainst the Owner. All boncs shall be made on tne fcrms furnished by the Owner anc the surety shall be acceptable to the 0� i' theoname fe� a su�ety to be acceptable to the City, O o� the surety shall be incluced on the current U.S. T�easu:y List of P.cceptable Sureties {Circular 870}, or ( 2) the surety must have ca�ital anc surplus e�rual to ten �� , �, � I'� � L � ) �. �, � -i= . .. • � �-- Ir.. r L_ � � � � � r d �,., � �._. �' L. �, .� �,� i` �� times the amount of 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 lis� or one-tenth (1/l0) of the total capital and suz-�lus. I� reinsurance is required, the company writing the reinsur- ance mus� be authorized, accredited or t�usteed to dc bus iness in Te:cas . " . Section C3-8.5 should be delete.�'..iz its entirety and replaced w:th the following: pertial pay estimates shall be submitted by the Cont:ac- tor or prepared by the City on t'�e Sth day and 20t'� day of eacz month that the work is in progress. The estimate s:za �� be proceeded by the C�tv on �:�e 10th day tnd 25t:� cay res�ect_vely. Estima�es w'_11 be paic within 25 cays :ollcw_nc t:�e e�d of the esti�ate perioC, Iess t:�e arprocr�ate reta:nage as se� c�;. be�ow. Pa:�ial pav es ��nates mav inclu�e acce�La�:e nonoe= ishabj e materials ce=:verzc to the work p'_ac� wi::c^ a=s tc be incerporated inLc �:�e work as a pe�-.nar.ent za= ��hereo� , but which a� the ��e cf t�e pay esti�a�e r.ave nc� be�n sa ins�allec. I� suc:: mate_ials are incl�cec w:thin a pay estimate, payr�en� shall be based urcn 85o c� t�e net voice value the=ec�. The Con�ractor will �u=n=sh t:e Eng:nee: such in'cr�a �:on as may be reascna!^lv re�ested to aid in the ve�i�ica�ior. cr t!�e prepa=aticn c� the pav es�ima�e. For con�rac�s or less than $400,000 at the time ef execut�cn, retainage shail be ten pe� cent (10°.). For ccnt=acts of S40o,000 or more at the time of execution, retainage shall be five percent (5�). Contrac:.cr sha11 pay subconcrac�crs in zccord with tr.e subcon �= act acree�ent wi �hin f ive ( 5) bus iness days after recei�t by Contractor ef the pay3►ent by City. Contrac- to�'s fa�lure to make t::e recuired payments to su�con- tzacLers will a�thorize tne City �o with.hol� future payments from the Contractcr until compliance with this �a=ac=ach is accomplishec. � It is unce_stcod t�at the partial pay estimates will be apFrox=:na�e only, and all par��al pay estimates and pa:✓�r�e:+� o� same will be subject to correction in the es�ima�e rencerec follow�nc the ciscove�y of the mistake . —2— _ in any previous estima��e. Payment of any par�ial pay Owner of the amount of work done or of its qua? ity or sufficiency or as an acceptance of the work done; nor s:�a11 same release the Cont�actor of any of its resacnsi- bilities under the Contract Dacuments. The City reserves the right to withhold the payment of any par�ial estimate if the Contractor fails to pe= � c� �he work in st� ict acccrdance wit� t�e s�eci=ications or other provisions of this ccn- trac�. � � F.'SfC t p�_� C- Gene:al Con��tions,: Paracraph C3-3.11: De:ete subcaragrapn a. Pa= = C - ce.^.e*�ai Con�=�:cr.s: F==ac.��h C3-3.I1 De_e_e subparacra^c 5• 0 �� `, u r� � 1 �� _� � i � � � � � � � .� �. � , PART D SPECIAL CONDITIONS MA TEO CONS UL T1 NG ENGI NEERS, INC. 4-« �,.. L., �� r� a � ,-• �, v � � � � v .< ,. �� ITEM D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-l4 D-I S D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-3 5 D-36 D-37 D-38 D-39 D-40 D-41 PART D - SPECIAL CONDITIONS TABLE OF CONTENTS TABLE OF CONTENTS General Project Designation Right To Audit Project Signs Purging and Sterilization of Water Lines Wage Rates Coordination with Fort Worth Water Department Dewatering Crossing of Existing Utilities Existing Utilities Exploratory Excavations Test Holes Substitutions Concrete Sidewalk and Driveway Replacement Deleted Deleted Crushed Limestone Backfill 2:27 Concrete Pavement Repair (E2-19) Pavement Repair in Parking Area Trench Safety System Deleted Deleted Water Services Removal, Salvage, and Abandonment of Existing Facilities Valve Blocking Ductile-Iron and Gray-Iron Fittings Detectable Warning Tapes Deleted Deleted Type of Casing Pipe Minority/Women Business Enterprise Compliance Valve Cut-Ins Connection of Existing Mains Deleted 2-Inch Temporary Service Line Deholes (Misc. Ext.) Easements and Permits Highway Requirements Construction Limitations Concrete Encasement r + Y�.e r- �. � r- � � i�_ .: � � 4 �. �- • ,. � � n � k_ .� � r ITEM D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 D-5 l D-52 D-53 D-54 D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 D-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 D-81 D-82 PART D - SPECIAL CONDITIONS TABLE OF CONTENTS TABLE OF CONTENTS Connection to Existing Structures Bid Alternatives Pressure Cleaning and Testing (Misc. Ext.) Site Preparation Deleted Bid Quantities (Misc. Ext.) Determination and Initiation of Work (Misc. Ext.) Life of Contract (Misc. Ext.) Concrete Riprap Concrete and Accessories Temporary Pavement Repair Interpretation and Preparation of Proposal Bonds (City Let Projects) Deleted Barricades, Warnings and Flagmen Turbo Meter With Vault and Bypass Installation Disposal of Spoil/Fill Material Temporary Erosion, Sediment, and Water Pollution Control Open Fire Line Installations Hydro Mulch Seeding and Sodding Payment (Misc. Ext.) Deleted Water Sample Station Determination and Initiation of Work (Misc. Repl.) Scope of Work (Util. Cut) Contractor's Responsibility (Util. Cut) Contract Time (Util. Cut) Traffic Control (Util. Cut) Required Crew Personnel & Equipment (Util. Cut) Time Allowed For Utility Cuts (Util. Cut) Liquidated Damages (Util. Cut) Paving Repair Edges (Util. Cut) Trench Backfill (Util. Cut) Clean-Up (Util. Cut) Property Access (Util. Cut) Deleted Deleted Deleted Deleted 2 to 9 H.M.A.C. Pavement (Util. Cut) Reinforced Concrete Pavement Or Base (Util. Cut) L � �... � �. � � � .-• l,, . „ ,. , �_� �. � " �.� � �._ ITEM D-83 D-84 D-85 D-86 D-87 D-88 D-89 D-90 D-91 D-92 D-93 D-94 D-95 D-96 D-97 D-98 D-99 D-100 D-141 D-102 D-103 D-104 D-1 OS D-106 D-107 D-108 D-109 D-110 D-111 D-112 D-113 D-114 D-115 D-116 D-117 D-118 D-119 D-120 D-121 D-122 D-123 PART D - SPECIAL CONDITIONS TABLE OF CONTENTS TABLE OF CONTENTS Curb On Concrete Pavement Adjust Water Valve Boxes, Manholes, and Vaults (Util. Cut) Maintenance Bond (Util. Cut) Insurance (Util. Cut) Deleted Work Order Completion Time. (Misc. Repl) Deleted Workers' Compensation Insurance Operating and Maintenance Manuals Deleted Trench Excavation, Backfill and Compaction Deleted Shop Drawings Deleted Lime Stabilized Subgrade (Util. Cuts) Cement Stabilized Subgrade (Util. Cuts) Repair of Storm Drain Structures (Util. Cuts) Specification References Explanation of Bid Items Cost Breakdown Deleted Samples and Quality Control Testing Protection of Trees, Plants, and Soil Partial Estimates and Retainage Payment Work Near Pressure Plane Boundaries Standard Street Specifications HMAC OVERLAY Removal of Traffic Buttons and Temporary Lane Tape HMAC Location and Exposure of Manholes and Water Valves HMAC Adjust Water Valve Boxes HMAC l�emoval and Replacement of Concrete Curb and Gutter HMAC Removal and Replacement of Pavement and Base HMAC Deleted Deleted H.M.A.C. Surface Course (Type "D" Mix) HMAC Manhole Adjustment HMAC "Quick-Set" Concrete (Util. Cuts) Utility Adjustment (Util. Cuts) Standard Concrete Sidewalk and Wheelchair Ramps (Util. Cuts) Limits of Concrete Pavement Repair Deleted � PART D - SPECIAL CONDITIONS TABLE OF CONTENTS � J .r f� �.: � �--r � .., � � � � � � �� 1 ITEM D-124 D-125 D-126 D-127 D-128 D-129 D-130 D-131 D-132 D-133 D-134 D-135 D-136 D-137 D-138 D-139 D-140 D-141 D-142 D-143 TABLE OF CONTENTS Deleted Deleted Deleted Deleted Deleted Deleted Concrete Curb and Gutter (Util. Cuts) H.M.A.C. More Than 9 Inches Deep(Util. Cuts) Asphalt Driveway Repair(Util. Cuts) Top Soil(Util. Cuts) Water Meter and Meter Box Relocation and Adjustment(Util. Cuts) Bid Quantities(Util. Cuts) Work in the Highway Right of Way(Util. Cuts) Deleted Manhole Inserts(Util. Cuts) Crushed Limestone (Flex-Base) (Util. Cuts) Options to Renew(Util. Cuts) Concrete Valley Gutter (Util. Cuts) Traffic Buttons (Util. Cuts) Pavement Striping (Util. Cuts) � � � � ;� � � � � �J � � � � � 1y 1 � � � � �I � � � 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, until the expiration of three (3) � years after final payment under the subcontract, have access to and the right to examine L�" and photocopy any directly pertinent books, documents, papers and records of such r-. subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subcontractor facilities, and shall be � provided adequate and appropriate work space, in order to conduct audits in compliance r with the provisions of this article. 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 the Contractor for the cost of copies as � follows: w-a 1. 50 copies and under - 10 cents per page ,�. 2. More than 50 copies - 85 cents for the first page plus .. .�� fifteen cents for each page thereafter. D-4 Proiect Signs: '` Project Signs are required at all locations which will be under construction for more than ,�, thirty (30) calendar days as indicated in Part B Proposal. Project Signs shall be in �, . accordance with Figure 30 (dated 8-28-89) of the General Contract Documents. The signs may be mounted on skids or on posts. The exact locations and methods of ••• mounting shall be approved by the engineer. Any and all costs for the required materials, . labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of the project and no additional compensation will be allowed. � ,, D-5 Purgin� 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 herein. The City will furnish all water for INITIAL cleaning and sterilization of water lines. All other materials for construction of the r project, including appropriately sized "pipe cleaning pigs" and chlorinated lime (HTH) '- shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient � quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free `" chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a .. , sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, � taken 24 hours apart, have met the established standards of purity. D-2 � � L Purging and sterilization of the water lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the � pipe. � D-6 Wa�e Rates: L'` 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 sub-contractor on the site of the project �. covered by these Contract Documents. In no event shall less than the following rates of L.,. wages be paid. (Attached). �„j D-7 Coordination with Fort Worth Water Denartment: 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-8 Dewaterin�: The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor `• shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the ""` Engineer. Ground water shall not be discharged into sanitary sewers. �� . , Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the linear foot bid price of the pipe. D-9 Crossin� of Existin� Utilities: ~' Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line ., . and/or a proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be ' made water tight or be constructed of ductile iron pipe. The required length of w-- replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene � wrapping as specified in Material Standard E 1-6 contained in the General Contract `` Documents. The material for sanitary sewer service lines shall be extra strength cast iron � soil pipe with polyethylene wrapping as specified in the General Contract Documents. Adapter fittings shall be a urethane or neoprene coupling A.S.T.M. C.-425 with series ° 300 Stainless Steel compression straps. �, D-3 L.� � L Payment for work such as backfill, fittings, tie-ins and all other associated appurtenants required, shall be included in the linear foot price of appropriate bid item. ! D-10 Existin� Utilities: `� The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on � the Plans, or to show them in their exact location. It is mutually agreed that such failure `' shall not be considered sufficient basis for claims for additional compensation for extra �� work or for increasing the pay quantities in any manner whatsoever. � The Contractor shall be responsible for verifying the locations of and protecting all � existing utilities, service lines, or other property crossed or exposed by his construction �, operations. Contractor shall make all necessary provisions for the support, protection, relocation, and or temporary relocation of all utility poles, gas lines, telephone �` cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage � pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a r� result of his operations and any and all cost incurred for the protection and or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO 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 at once of any conflicts in grades and alignment. , In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the � Engineer. The right is reserved to the owner of public utilities to enter upon the limits of �., the project for the purpose of making such changes or repairs, of their property that may be rnade necessary by performance of this contract. r�� . E. D-11 Exnloratory Excavations: r• In addition to those areas as may be designated on the Drawings, it shall be the `' Contractor's responsibility to excavate and locate existing utilities which may affect �... construction of the water and/or sewer facilities. All exploratory excavations shall occur far enough in advance to permit any necessary relocation to be made with minimum delay. All costs incurred by the Contractor in making exploratory excavations �.. .-, D-4 � � r �� y shall be considered to be included in the unit price bid for constructing of water/sewer line or the associated structures. D-12 Test Holes: r The matter of subsurface exploration to ascertain the nature of the soils, including the �" amount of rock, if any, through which this pipeline installation is to be made is the ,_ responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this � subsurface exploration jointly or independently, and whether they make such r determinations by the use of test holes or other means, shall be left to the discretion of such prospective bidders. The cost of the rock removal and other associated appurtenants, if required, shall be included in the linear foot bid price of the pipe. D-13 Substitutions: '�' The specifications for materials set out the minimum standard of quality which the City �-. believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received written permission of the Engineer to make a � substitution for the material which has been specified. Where the term "or equal," or "or � approved equal" is used, it is understood that if a material, product, or piece of equipment _ bearing the name so used is furnished it will be approvable, as the particular trade name was used for the purpose of establishing a standard of 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 specifications, this does not �� necessarily exclude alternative items or material 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-14 Concrete Sidewalk and Drivewav Replacement: � At locations in the project where mains are required to be placed under existing sidewalks w d and/or driveways, such sidewalks and/or driveways shall be completely replaced for the ,,� . full existing width, between existing construction or expansion joints with 3000# concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth `�" Transportation/Public Works Department Standard Specifications for Construction, Item .- 504. ..._ D-5 � � rg At locations where mains are required to be placed under existing curb and gutter, such .,. curb and gutter shall be replaced to match type and geometry of the removed curb and ' gutter and shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. � r Payment for cutting, backfill, concrete, forming materials and all other associated appurtenants required, shall be included in the price bid. ""' D-15 Deleted �� D-16 Deleted - � D-17 Crushed Limestone Backfill: M Where specified on the plans or directed by the Engineer, crushed limestone shall be used for trench backfill on this project. The material shall conform to Transportation and ` Public Works Standard Specifications for Street and Storm Drain Construction Division 2 �, , Item 208.2 Materials and Division 2 Item 208.3 Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill of the General ' ' Contract Documents and Specifications. Payment for crushed limestone backfill in place shall be made at the unit price bid in the ' Proposal multiplied by the quantity of material used measured in accordance with E2- -�� 2.16 Measurement of Backfill Materials of the General Contract Documents and _ Specifications. � . D-18 2:27 Concrete: Transportation and Public Works Department typical Sections for Pavement and Trench �' Repair for Utility Cuts Fig's 1 through 5 refer to using 2:27 Concrete as base repair. � Since this call-out includes the word "concrete", the consistent interpretation of the Transportation Public Works Department is that this ratio specifies two (2) sacks of r� cement per cubic yard of concrete. With the exception of the cement content, all other ► requirement shall meet or exceed Transportation and Public Works Department a standard specification Item 406 Class D Concrete. . � . D-19 Pavement Renair (E2-19): (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 r-. Pavement and Trench Repair for Utility cuts, Figures 1 through 5. ' All required paving cuts shall be made with a concrete saw in a true and straight line on _ both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The �. 0 �: f�r' � .., °� trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on paving details, compacted and level with the finished street � surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. All residents' driveways shall be accessible at night and over . weekends. . It has been determined by the Transportation and Public Works Department that the strip r of existing HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. � e 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 M, of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. •- • The pavement shall be replaced within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible " date. � A permit must be obtained from the Department of Engineering's Permit Desk by the `� Contractor in conformation with Ordinance No. 3449 and/or Ordinance No. 792 to make , utility cut in the street. City Inspectors will inspect the paving repair after construction of each water and/or sanitary sewer main replacement. . , D-20 Pavement Repair in Parking Area: The unit price bid under appropriate BID ITEM(S) of the Proposal shall cover all cost for '' ' providing pavement repair equal to or superior in composition, thickness, etc., to existing ,� , pavement. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the '� trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with . crushed limestone base material, compacted and level with the finished adjacent surface. � This finished grade shall be maintained in a serviceable condition until the paving has ` ' been _ . replaced. .. D-21 Trench Safetv Svstem: 1. GENERAL: This specification covers the trench safety requirements for all trench J excavations in order to protect workers from cave-ins. The requirements of this item D-7 � � T~ �� govern all trenches for mains, manholes, vaults, service lines, and all other _ appurtenances. 2. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P-Excavations, are hereby made a part of this specifcation and shall be the minimum governing requirements for trench safety. � ` 3. DEFINITIONS: � A. TRENCHES: A trench is referred to as a narrow excavation made below the surface of � the ground in which the depth is greater than the width, where the width measured at the , bottom is not greater than fifteen (15) feet. If forms or other structures are installed or constructed in an excavation so as to reduce the dimension measured from the forms or '°' structure to the side of the excavation to fifteen (15) feet or less at the bottom of the .., excavation, the excavation is also considered to be a trench. � B. BENCHING SYSTEM: Benching means excavating the sides of a trench to form one �.- or a series of horizontal levels or steps, usually with vertical or near-vertical surfaces .� between levels. ' C. SLOPING SYSTEM: Sloping means excavating to form sides of a trench that are ,,,,, inclined away from the excavation. �' D. SHIELD SYSTEM: Shields used in trenches are generally referred to as "trench r, boxes" or "trench shields." Shield means a structure that is able to withstand the forces + imposed on it by a cave-in and protect workers within the structure. Shields can be �� il permanent structures or can be designed to be portable and move along as the work r- progresses. Shields can be either premanufactured or job-built in accordance with OSHA standards. "' E. SHORING SYSTEM: Shoring means a structure such as a metal hydraulic, �.< mechanical or timber system that supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of crossbraces, vertical rails ' ' (uprights), horizontal rails (wales) and/or sheeting. � 4. MEASUREMENT: Trench depth is the vertical measurement from the top of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be based on the linear foot amount of trench depth greater than five (5) feet. �_ . 5. PAYMENT: Separate payment will be made only when trench excavations exceed a ... depth of five (5) feet and shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. � � '„ D-8 � � �. �,_, D-22 Deleted D-23 Deleted D-24 Water Services: � The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those `� located in the field and identified by the Engineer. r,, . All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water - tubing, curb stops with lock wings, meter boxes, and if required approved manufactured w W service branches. All materials used shall be as specified in the Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. � r� 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, ]-inch diameter tap saddle when required, and 1-inch corporation. `�' All services which are to be replaced or relocated 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 required as specified in Section CS-5.15 INTERRUPTION OF SERVICE. ° All water service meters shall be removed, tagged, and collected by the contractor for ,. pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project '" inspector the contractor shall install the meter. The meter box shall be reset as necessary �. , to be flush with existing ground or as otherwise directed by the Engineer. All such work on the outlet side of the service meter shall be performed by a licensed plumber. �•. � �� 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 y 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 � I� ` t"*, � � � �..- in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be r� subsidiary to the service installation. Payment for 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. �,� r., 2. WATER SERVICE RECONNECTION: Water service reconnection is required when � the existing service is copper and at adequate depth to avoid breakage during street `� � reconstruction. The contractor shall adjust the existing water service line as required for ,.�• reconnection and furnish a new tap with corporation stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to center line of the proposed meter location separate payment will be allowed for the relocation of service meter and meter box relocation. r- a When relocation of service meter and meter box is required payment for all work and � materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price " bid for the service meter relocation. All other costs will be included in other appropriate ,�. bid item(s). * This item will also be used to pay for all service meter and meter box relocations as ,a, required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. w. 4. NEW SERVICE: When new services are required the contractor shall install tap `'� saddle (when required), corporation stop, type K copper service line, curb stop with � lock wings, and meter box. Payment for all work and materials such as backfill, fittings, type K copper tubing, and � curb stop with lock wings shall be included in the Linear Foot price bid for Service Line �'` from Main to Meter five (5) feet behind the meter. M � `�' 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 furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. �. r�� D-10 4..► � � '�... 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. Payment shall be made at the unit bid price in the appropriate bid item(s). .,, D-25 Removal, Salva�e, and Abandonment of Existing Facilities: '" Any removal, salvaging and/or abandonment of existing facilities will necessarily be ti, required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be �' done in accordance with Section E2-1.5 Salvaging of Material and E2-27 Removing Pipe, - of the General Contract Documents and Specifications unless amended or superseded by requirements of this Special Condition. �� l. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse r by the contractor in accordance with Section E2-1.5 salvaging of materials. Backfill `" material for the void meter box shall be suitable excavated material approved by the ,�., Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If water main is to remain active, the contractor will be required to plug water � service line at main. ...� �, � .; s� ,. , ., �J ��..� . u 2. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the contractor in accordance with Section E2-1.5 salvaging of materials. The concrete vault shall be demolished in place to a point not less than 18- inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. 3. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. D-11 � ... Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. r, � 4. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid ^ shall be removed and returned to the Water Department warehouse by the contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the '"' Valve removal shall be backfilled and compacted in accordance with backfill method as ,., specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing �� surrounding surface and grade. If the valve is in a concrete vault the vault shall be .-- demolished in place to a point no less than 18" below final grade. 5. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18-inches below final grade. Concrete shall then be used as backfill material to match existing grade. r. ,' '�. ; 6. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have the top slab and lid removed and vault walls demolished to a point not less than 18" � below final grade. The void area caused shall then be backfilled and compacted in � accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding surface and grade. r,, 7. ABANDONMENT OF MANHOLES: Manholes to be demolished in place shall have all pipes entering or existing the structure plugged with lean concrete. Manholes tops or "" cone section shall be removed to the top of the full barrel diameter section or to point not ,. less than 18-inches below final grade. The structure shall then be backfilled and ;� a 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 Engineer. Surface restoration shall be compatible with sunounding surface. ;,1 Payment for work involved in backfilling, plugging of pipe and all other appurtenant required, shall be included in the appropriate bid items). r�- 8. REMOVAL OF MANHOLES: Manholes 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 backiilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. 9. CUTTING AND PLUGGING OF EXISTING MAINS: At various locations on this "'� project it may be required to cut, plug and block existing water mains/services ar sanitary .-. sewer mains/services in order to abandon these lines. Cutting and plugging existing D-12 �.. � � �- mains and/or services shall be considered incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching r� �� is required. �, 10. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required. It ' shall be the Contractor's responsibility to properly dispose of all removed pipe. All '' removed valves, fire hydrants, and meter boxes shall be delivered to Water Department . Field Operations, Storage Yard. 11. PAYMENT: Payment for all work and material involved in salvaging, abandoning - and/or removing of existing facilities shall be included in the linear foot bid price of the . pipe except as follows: Separate payment will be made for removal of all Fire Hydrants, Gate Valves 16-inch and larger, and Sanitary Sewer Manholes regardless of location. '" 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. � a �._ D-26 Valve Blockin�: � All valves shall have concrete blocking for support. Valves shall have polyethylene ' wrapping per Material Specification E1-13 and Construction Specification E2-13 _ installed prior to concrete blocking. No separate payment will be made for any of the work involved for this item and all costs incurred will be considered to be included in the ' bid price of the valve. D-27 Ductile-Iron and Grav-Iron Fittin�s: r Reference Part E2 Construction Specifcations, Section E2-7 Installing Cast Iron Pipe, , Fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: ,,,� E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray- iron fittings shall be furnished with cement mortar lining as stated in Section E 1-7. The '� price bid per ton of fittings shall be payment in full for all fittings, joint accessories, w polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. � All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with � polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, . horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for valves and fittings and no other payment will be allowed. � D-13 � � r D-28 Detectable Warnin� Tapes: r, Detectable underground utility warning tapes which can be located from the surface by a `-' pipe detector shall be installed directly above non-metallic water or sanitary sewer pipe. r_ The detectable tape shall be "Detect Tape" manufactured by Allen Systems Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil `'' encased in a protective inert plastic jacket that is impervious to all known alkalis, acids, ,.. chemical reagents and solvents found in the soil. The minimum overall thickness of the � tape shall be 5.5 mils. and the width shall not be less than 2" inches with a minimum unit `.. weight of 2-1/2 pounds/1 "/1000'. The tape shall be color coded and imprinted with the r-� message as follows: � ,. ; �°- � �, ,, . .� { r �,. � ► .... Tvne of Utilitv Water Sewer Caution Buried Water Line Below Caution Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18" inches between the tape and the pipe. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenances required shall be included in the linear foot price bid of the appropriate BID ITEM(S). D-29 Deleted D-30 Deleted D-31 Tvue of Casing Pipe: 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material Specifications of General Contract Documents and Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: A. For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. B. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing pipe used shall be 0.375 inch. Color Code Safety Blue Safety Green Le�ends . 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 � . D-14 � 1�% r� manufacturer. ' 2. SEWER: �• Boring used on this project shall be in accordance with the material standard E1-15 and � Construction standard E2-15 as per Fig. 110 of the General Contract Documents. '�" 3. PAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. �. D-32 Minoritv/Women Business �nterprise Comnliance: Reference Part C(General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be deleted in its entirety and replaced with the following: ''' Upon request, Contractor agrees to provide to Owner complete and accurate information .. regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor '� further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work perforrned by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract ' and/or initiating action under appropriate federal, state or local laws or ordinances �,, relating to false statements; further, any such misrepresentation (other than negligent misrepresentation) and/or commission of fraud will result in the Contractor being `" determined to be irresponsible and barred from participating in City work for a period of ,� time of not less than three (3) years. 0 D-33 Valve Cut-Ins: � It may be necessary to cut-in gate v�lves to isolate the water main from which the extension and/or replacement is to t�e connected. This may require closing valves in other ' lines and putting consumers out of :ervice 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 ch�rge of inspection. All consumers shall be individually � advised prior to the shut out and ad�ised of the approximate length of time they may be without service. � Payment for work such as backfill, Ibedding, fittings, blocking and all other associated `' appurtenants required, shall be included in the price of the appropriate bid items. � � �- D-15 � � � D-34 Connection of Existin� 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 r between the contract drawings and what may be encountered in the said work shall be : considered as incidental to construction. Where it is required to shut down existing mains `�' in order to make proposed connections, such down time shall be coordinated with the �� Engineer, and all efforts shall be made to keep this down time to a minimum. In case of ,� shutting down an existing main, the Contractor shall notify Mr. James Anderson, Manager, Construction Services, Phone 871-7813, at least 48-hours prior to the required � shut down time. The Contractor's attention is directed to Paragraph CS-5.15 _ INTERRUPTION OF SERVICE, Page CS-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTR.ACT 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 connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. r? .... ,,,� D-35 Deleted '' ' D-36 2-Inch Temnorary Service Line: ,�. The 2-inch temporary service main and 3/4-inch service lines shal] be installed to provide � temporary water service to all buildings that will necessarily be required to have severed � A water service during said work. The contractor shall be responsible far 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 expeditious 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. .- , ! 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 re-install the meters ti.., .-. D-16 � � .� 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. �� The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number ` of feed points. �. . When the temporary service is required for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next r 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 ,,�d required, shall be included in the appropriate bid item. .. D-37 Deholes (Misc. Ext.�: The Contractor excavates for existing water and/or sanitary sewer main as detailed by � work order together with a sketch. The location and dimensions shown on the plans � relative to other existing utilities are based on the best information available. Omission , from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. It shall be the °' " Contractor's responsibility to verify locations of adjacent and/or conflicting utilities ,� sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the dehole process to provide adequate clearances. The P� Contractor shall take all necessary precautions in order to protect all services �� encountered. Any damage to utilities resulting from the Contractor's operations, shall be y, restored at his expense. Payment for work such as backfill and all other associated appurtenants required, shall be included in the price of the appropriate bid item. - D-38 Easements and Permits: Easements and permits, both temporary and permanent, have been secured for this project at this time and made a part thereto. Any easements and/or permits, both temporary and �� permanent, that have not been obtained by the time of publication shall be secured before construction starts. No work is to be done in areas requiring easements and/or permits until the necessary easements are obtained. The Contractor's attention is directed to the f` ' easement description and permit requirements, as contained herein, along with any �., special conditions that may have been imposed on these easements and permits. Where the pipeline crosses privately owned property, the easements and construction � areas are shown on the plans. The easements shall be cleaned up after use and restored to .., r, , L- 1 / w � ,� . , � their original conditions or better. In the event additional work room or access 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. `'-' D-39 �hwav Requirements: � The Texas Department of Transportation requirements pertaining to the construction of this project are enclosed herein and made part of these specifications. r• D-40 Construction Limitations: � The Contractor shall have no more than three (3) locations under construction at any one � time, unless approval by the Engineer has been granted in writing. �, '' D-41 Concrete Encasement: �. , Concrete encasement shall be Class E(1500 psi) concrete and for sewer line encasements shall conform to Fig. 113; for water line encasements it shall conform to Fig. 20 of the '� General Contract Documents. Requirements for such encasement are specified in � Sections E 1-20 and E2-20 of the General Contract Documents. 4 r Payment for work such as forming, placing, and finishing including all labor, tools, equipment and material necessary to complete the work shall be included in the linear foot price bid for Concrete Encasement. r D-42 Connection to Existin� Structures: 4 All connections between proposed and existing facilities, shall consist of a watertight seal. Concrete used in the connection shall be Class A{3000 psi) concrete and meet the ;- requirements of Section E 1-20 and E2-20 of the General Contract Documents. Prior to ,� , concrete placement, a gasket, RAM-Nek or approved equal shall be installed around penetrating pipe. r� �. Payment for such work as connecting to existing facilities including all labor, tools, equipment, and material necessary to complete the work shall be included in the linear ' foot price of the appropriate pipe BID ITEM. .-, � D-43 Bid Alternatives: The Proposal section of this documents is arranged to allow the Contractor to base his bid on either ductile iron pipe or polyvinyl chloride plastic pipe. Contractor shall indicate type of pipe to be used. However regardless of the general type pipe specifed by the Contractor at certain locations a specific type pipe has been specified on the plans. All D-18 J .•, � d cost for this shall be considered as subsidiary and no additional compensation will be � allowed. �- D-44 Pressure Cleanin� and Testing (Misc. Ext.): .., Care shall be taken to keep all water extensions clean and free from foreign objects. Chlorinated lime shall be placed in the first joint of pipe of the extension and upon � completion of the pipe laying, water shall be introduced slowly for sterilization, after ,. .' which the extension shall be thoroughly flushed with clean water. Risers shall be installed, as directed by the Engineer, for flushing and for providing sample points for " bacteria tests. 0 „_, The water main extensions of the project shall be tested under normal line pressure and any leaks observed shall be immediately repaired. r ' D-45 Site Prenaration: '� ' The Contractor shall clear rights-of-way or easements of obstruction which must be �, removed to make possible proper prosecution of the work as a part of this project construction operations. The contractor's attention is directed to paragraph C6-6.10 work � within easements, page C6-6(4), part C- General Conditions of the Water Department - General Contract Document and General Specifications. Clearing and restoration shall be considered as incidental to construction and all costs incurred will be considered to be included in the Linear Foot price of the pipe. �" D-46 Deleted D-47 Bid Ouantities (Misc. Ext.): � Bid quantities of the various items in the Proposal are for bid comparison only and may � not reflect the actual quantities (See General Conditions C2-2.2 and C4-4.3). Moreover, there is to be no limit on the variations between the estimated quantities shown and actual quantities performed. � D-48 Determination and Initiation of Work (Misc. Ext.1: ` The Engineer shall determine and designate to the Contractor the location of the service � main requiring extension by a Work Order together with a sketch for each such extension, giving the limits, size and the nature of work required. Single or several work orders may L. e be issued at one time. The Contractor shall initiate work on an extension within 5 �`� working days after receipt of the work order, and continue work on the extension until it , has been completed, not including paving. If the main extension work load increases in volume wherein the Contractor has more than 10 working days work on hand, he will be D-19 � .-. �- � required to add the necessary work crews to reduce the work load to a maximum of 10 � working days. Water main extensions shall be laid a minimum of 4 feet below the top of the adjacent curb, to the top of the pipe. �. D-49 Life of Contract (Misc. Ext.): � It is contemplated that Work Orders will be issued to the Contractor for work to be '� � performed under this Contract for not to exceed 180 calendar days following the date of � the Contract nor to exceed the limit of the bid price, whichever should occur first. The Contractor shall be required to complete any work covered by a Work Order issued prior � to that date of termination but will not be required to accept any work order for execution � dated after that date of termination. If the cost of the work performed under this Contract ;, , is less than the limit of the bid price at the end of the 180 calendar day period, at the City's option and the Contractor's concurrence, the Project may be extended to the limit C" of the bid price. �� D-50 Concrete Riprap: 1 GENERAL: The following shall govern the furnishing and placing of concrete riprap as shown on the plans or as directed by the Engineer. '' 2 MATERIALS: Concrete for riprap shall be placed in accordance with the details and to ,., the dimensions shown on the plans or as established by the Engineer. Unless otherwise ' shown on the plans, concrete riprap shall be reinforced using wire or bar reinforcement. The concrete shall be 3000 PSI at 28 days, Class A. Wire reinforcement shall be six (6) by six (6) inch No. 6 plain electric welded reinforcing fabric or its equal. A minimum lap of six (6) inches shall be used at all splices. At the �, , edge of the riprap, the wire fabric shall not be less than one (1) inch, no more than three (3) inches from the edge of the concrete and shall have no wire projecting beyond the last �" ' member parallel to the edge of the concrete. Reinforcement shall be supported properly throughout the placement to maintain its r position equidistance from the top and bottom surface of the slab. 4-. If the slopes and bottom of the trench for toe walls are dry and not consolidated properly, � the Engineer may require the entire area to be sprinkled, or sprinkled and consolidated `'" before the concrete is placed. All surfaces shall be moist when concrete is placed. After the concrete has been placed, compacted, and shaped to conform to the dimensions shown on the plans, and after it has set sufficiently to avoid slumping, the surface shall be finished with a wooden float to secure a reasonably smooth surface. e.., D-20 � � � L.+ 3. PAYMENT: Payment for concrete riprap in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material used. Bid price will be full compensation for placing all materials, and for all labor, tools, equipment, and incidentals necessary to complete the work. Payment for all necessary excavation below natural ground, and bottom or slope of the excavated channel will be included in the bid price. D-51 Concrete and Accessories: � 1. SCOPE: The requirements of this Section shall govern for all materials used and for the storage, handling, measuring, proportioning, and mixing or combining such materials in producing concrete for special manholes and incidental pier construction. .. All other concrete construction shall be governed by the General Contract Document � Specifications. All materials shall be in accordance with requirements of ACI 301, unless amended or superseded by requirements of following articles or general notes on the � Plans. ' Concrete shall be composed of normal Portland cement or high early strength cement, coarse aggregate, fine aggregate, and water proportioned and mixed as hereinafter provided in these specifications. When not specifically shown on the plans or stated in the Special Contract Documents, rall concrete shall be 3000 psi Type II, unless otherwise directed by the Engineer. "Central Plant", or "Transit Mixed" concrete may be permitted, but only with Engineer's approval. "'� 2. TESTING AGENCY: All testing shall be done by an approved testing laboratory a. selected and paid by the Contractor. Three (3 )cylinder samples should be performed at each 20-yard interval o concrete that is placed. 3. CEMENT (ACI 301 2.1): Only one brand of cement shall be used in any one structure, except by written permission of the Engineer. When such permission is granted and more than one brand is used in one structure, the resulting concrete shall be uniform in color. �. Portland cement shall meet the requirements of ASTM C 150, Type II with a maximum of :.; 5% tricalcuim aluminate for exposure to sewage. All cement shall be sampled and tested in accordance with ASTM C 183, C 184, C 187, C 188, C 190, and C 191, "Sampling and � Testing Portland Cement". 4. WATER (ACI 301 2.3): The water used in all concrete shall be free from objectionable � quantities of silt, organic matter, alkali, salts, and other impurities. �d �. �, D-21 � � � 5. COARSE AGGREGATE (ACI 301 2.4): Coarse aggregate shall consist of gravel or crushed stone meeting the requirements of ASTM C33. When tested by ASTM C 131 procedures, coarse aggregate shall have a percentage of wear of not more than forty (40). Coarse aggregate for Class F concrete shall have a minimum of fifty (50%) percent calcium carbonate equivalent. 6. FINE AGGREGATE (ACI 301 2.4): Fine aggregate shall consist of natural sand, manufactured sand, or a combination thereof conforming to ASTM C-33. When tested in accordance with ASTM 40, "Test of Organic Impurities in Sands for Concrete", the fine aggregate shall not show a color darker than the standard color. When the fine aggregate, to be used on the job, is mixed with High Early Strength Portland Cement in the proportion of one to three, the average tensile strength of not less than three standard mortar briquets shall be equal to or greater than the tensile strength of Ottawa sand mortar briquets of the same consistency when tested at the age of three days. 7. ADMIXTURES (ACI 301 2.2): A. General: Unless specified, no admixtures may be � used without specific approval of the Engineer. Admixtures containing more than 1% ' chloride ions may not be used. B. Air Entraining Agent: Conform to ASTM C260. Add air entraining agent as indicated `�' in ACI 301, Table 3.4.1. C. Water Reducing Admixtures: Conform to ASTM C494, Type A; Euclid Chemical Co. Eucon WR-75, Master Builders Pozzolith 200N, Protex PDA or approved equal. (At Contractor's option, water reducing admixture may be used to reduce cement content and improve workability.) Use according to manufacturer's recommendations. D. High Range Water Reducing Admixture (Super Plasticizer): Conform to ASTM C494, Type F or Type G; Euclid Chemical Co. Euco n37, Sike Chemical Corp. Sikament or approved equal. �� 8. STORAGE OF CEMENT (ACI 301 2.5): Unless otherwise provided, all cement shall be stored in well ventilated weatherproof buildings which will protect the cement from r dampness. The floor supporting the cement shall clear the ground a sufficient distance to �` ' prevent the absorption of moisture by the cement. Provisions for storage shall be ample in �, . capacity, and the shipments shall be segregated in such a manner as to provide easy �, access for identification and inspection of each shipment. �- The Engineer may permit small quantities of cement to be stored in the open for a short period of time, (maximum 48 hours) if a raised storage platform and adequate waterproof covering are provided. No cement shall be used which has become lumped, caked or ' hardened. �. D-22 � � n 9. STORAGE OF AGGREGATES(ACI 301 2.5): The handling and storage of aggregate r to be used in making concrete shall be such as to prevent the admixture of foreign � materials. If the aggregates are stored on the ground, the site of the stock piles shall be , grubbed, cleared of all weeds, grass and other vegetation, and leveled off so that the ;.,.. entire area will be properly drained. The bottom layer of aggregate shall not be disturbed or used. When the contract requires the use of two (2) or more sizes of aggregates, the different sizes shall be stored in such a manner as to prevent intermixing. . a Materials in stock piles shall be handled and placed in such a manner that segregation of materials within the pile will be avoided, and each pile shall be built up in horizontal �' layers of not more than three (3) feet in depth. 14�d 10. CONSTRUCTION JOINT BONDING (ACI 301 6. l.4.1): Polyvinyl acetate type �' bonding compound. Euclid Chemical Co. Euco Weld, Larsen Welacrete or approved �.�- equal. Omit 6.1.4.2 and 6.1.4.3 � 11. ACCESSORIES FOR FORMS (ACI 301, Chapter 4): A. Cone Ties: 11/16" diameter, � 1" depth, plastic cone and neoprene waterstop ring with suitable snap tie. B. Chamfer � Strips: 3/4" 45 degree job cut wood. "' 12. STRUCTURAL REPAIR MATERIALS (ACI 301 9.4): With prior approval of the �Engineer as to methods and procedures, make structural repairs with Euclid Chemical Co. � Euco Epoxy 456, 400, 463 or Sika Chemical Corp. Culma Dur Mortar, Sikadur Hi-Mod L.V. ,or Sikadur Hi-Mod or approved equal. ; y 13. MIXING OF CONCRETE: A. Central Mixing Plant: A central mixing plant will be allowed provided the method of mixing and handling has first been approved by the � Engineer, and concrete produced is in conformity with the specification requirements. �,_, Concrete: � 1. Hauling Time: Discharge all concrete transmitted in a truck mixer, agitator or other �- transportation device within 1-1/2 hours after the mixing water has been added. ,.. 2. Extra Water: Deliver concrete to the job in exact quantities required by the design mix. �-' Should extra water be required before depositing the concrete, the Engineer shall have sole authority to authorize the addition of water. Any additional water added to the mix ' after leaving the batch plant shall be indicated on the truck ticket and signed by the i� person responsible. Where extra water is added to the concrete it shall be mixed . thoroughly for 40 revolutions of the drum or 3-1/2 minutes at mixing speed, whichever is . _�� greater. ,� M i � D-23 t� � n •. . B. Transit Mixing: When transit mixing is used, the transit mixer shall be of an approved revolving drum or revolving blade type so constructed as to produce a thoroughly mixed �' concrete with a uniform distribution of the materials throughout the mass and shall be �� equipped with a discharge mechanism which will insure the discharging of the mixed ,_ concrete without segregation. The mixer drum shall be water-tight when closed and shall be equipped with a locking device which will automatically prevent the discharging of the mixer prior to receiving the required number of revolutions. . The entire quantity of mixing water shall be accurately measured and controlled. Each � batch shall be mixed to the consistency as described herein. Any additional mixing shall be done at a slow speed specified by the manufacturer for agitation and shall be ^� continuous until the batch is discharged. � 14. CONSTRUCTION JOINTS: Construction joints shall be placed as shown on the ('" plans unless otherwise specifically authorized b y the Engineer. All construction joint �� shall be made on horizontal and vertical planes and formed with mortises or keys made in � the concrete unless shown otherwise on the plans. A. Construction Joint Bonding (ACI 302 6.1.4.1) Polyvinyl Acetate type bonding compound. Euclid Chemical Co., Euco Weld, Larsen Welacrete or approved equal and applied as recommended. Omit 6.1.4.1 and 6.1.4.3. 15. FORMS: A. FORMWORK (ACI 301, CHAPTER 4) 1. Earth Cuts (ACI 301 4.1.3): Shall not be 1yr used as forms for vertical surfaces unless approved by the Engineer. 2. Chamfer Strips r-� (ACI 301 4.2.4): Install 45 degrees chamfer strips at exposed outside corners. ►..� B. FORM REMOVAL (ACI 30l 4.5)1. Form Removal: Remove formwork supporting r weight of concrete only after notifying Engineer and in a manner to insure safety of the �A structure. Under normal conditions. Formwork may be removed when concrete is at least 14 days old and has reached 90 percent of specified strength. When temperature is below � 45 degrees F leave formwork in place an additional period of the equaling time structure y.. was exposed to lower temperature. No live load permitted on new construction after form removal until concrete is at least 28 days old and has reached full specified strength. �� 2. Form Facing Material Removal: Form facing material which is removable without � disturbing shores may be removed when concrete is at least 7 days old. Facing may be removed earlier if specifically approved by the Engineer and acceptable curing compound ``' is applied to all surfaces immediately after form removal. .- ,._. � C. RESHORING (ACI 301 4.6)Reshoring permitted only after prior review by Engineer. D-24 ._, � n -� D. FORM REUSE Clean all form material suitable for reuse before erection. No form material will be acceptable for reuse if, in the opinion of the Engineer it will not produce r a finished surface required by these Specifications or called for on the drawings. � 16. PLACING CONCRETE (ACI 301): On vertical formwork, use approved bar chairs or spacer as required to maintain proper concrete cover and bar position. �; ,., 17. REPAIR OF SURFACE DEFECTS (ACI 309 9.1): Allow Engineer to inspect �, concrete surfaces immediately upon removal of forms. Modify or replace concrete not conforming to required lines, detail and elevations. Repair or replace concrete not .� � properly placed resulting in excessive honeycombing and other defects. Do not patch, � repair or replace exposed architectural finished concrete except upon express directions of Engineer. Patching of tie holes and defects is required. 18. FORMED SURFACE FINISHED (ACI 301 10.4): Formed surface finished per ACI 301 10.4. 0 19. CURING (ACI 301 12.1): A. Impervious Coating: Applied specified curing compounds immediately after final finishing of slabs. Apply in quantities recommended by the manufacturer. _ B. Wet Covering: Curing shall be continued for at least four curing days after the concrete is placed. ,, 20. MISCELLANEOUS FINISH REQUIREMENTS: All other concrete finish work not ' indicated on the plans shall be provided herein, even though not specifically mentioned, "� as follows: 1. Finishing Exposed Surfaces: All tie wires shall be cut below surface then pointed over. All imperfections such as fins shall be removed and local surface depressions pointed ` over. �.. 21. PAYMENT FOR CONCRETE: The concrete quantities for the various structures will be paid for at the lump sum for the construction of the special manhole and piers. Price will be full compensation for furnishing, hauling, and mixing all concrete materials; placing, curing and finishing all concrete; all grouting and pointing; cost of concrete mix design except as provided in Special Contract Documents; furnishing and placing metal flashing strips; and for all forms and formwork, labor, tools, equipment, and incidentals necessary to complete the work. . D-52 Temporary Pavement Repair: The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 2-inch hot or cold mix asphalt over a minimum of 6 inches of compacted flex base. This temporary repair shall be rolled to D-25 � a � n . provide a smooth transition between the existing pavement and the temporary repair. The � unit price bid under the appropriate bid item of the proposal shall cover all cost for � providing temporary pavement repair for all streets cuts prior to street reconstruction. r� D-53 Internretation and Preaaration of Proposal: � Part C- General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the � following: ,� C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is � delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his �� representative at the official location and stated time set forth in the "Notice to Bidders." r, 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 i� 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, P.O. Box 17027, Fort '' Worth, Texas 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasing �, Manager cannot be withdrawn prior to the time set for opening proposals. A request for � i 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 may, 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 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. D-54 Bonds (Citv Let Proiects): Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: 1. Pg. C3-3(3); the paragraph after paragraph C3-3.7d--Other Bonds should be revised to read: No surety will be accepted by the Owner which are at the time in default or W.. , D-26 U � rdelinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be �` acceptable to the Owner. In order for a surety to be acceptable to the City, (1) the name �. . of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties [Circular 870], or (2) the surety must have capital and surplus equal to ten times the !~ amount of the bond. The surety must be licensed to business in the state of Texas. The '� - amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth r� (1/10) of the total capital and surplus. If reinsurance is required, the company writing the ; reinsurance must be authorized, accredited, or trusted to do business in Texas. 2. Pg. C3-3(5) Paragraph C3-3.11 INSURANCE delete subparagraph a. COMPENSATION INSURANCE. � 3. Pg. C3-3(6), Paragraph C3-3.11 INSURANCE delete subparagraph g. LOCAL AGENT FOR INSURANCE AND BONDING. �, D-55 Deleted "" D-56 Barricades, Warnin�s and Flagmen: ,� Reference Part C- General Conditions, Section C6-6.8 BARRICADES, WARNINGS �, AND WATCHMEN: 1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word flagmen. "' 2. In the first paragraph, lines five (5) and six (6), change the phrase take all such other �. precautionary measures to take all reasonable necessary measures. D-57 Turbo Meter With Vault and Bv�ass Installation: � All combination turbo meter installations will be per attached Figure 33 unless otherwise directed by the Engineer. � ,wr The contractor shall use Bilco Type J-3 Model 30" x 36" Steel Single Leaf Doors or approved equal unless the vault door is subject to vehicular traffic i.e.: in a street, parking �'' lot, or driveway. ��J � The appropriate size turbo meter with strainer and check valve if required will be r furnished to the Contractor free of charge; however, the Contractor will be required to `--- pick up these item(s) at the Field Operations Warehouse. Payment for all work, materials, and all necessary appurtenances from bypass tee to � bypass tee which are required to provide a complete and functional Combination Turbo � ,,.. D-27 ,, � � r... Meter Installation complete with Bypass and Concrete Vault shall be included in the price bid for each. � D-58 Disnosal of SnoiVFill Material: � Prior to the disposing of any spoil/fill material, the contractor shall advise the Director of "' the Department of Engineering, acting as the City of Fort Worth's Flood Plain �._: Administrator ("Administrator"), of the location of all sites where the contractor intends L., to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the �- Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 11517). All disposal � sites must be approved by the Administrator to ensure that filling is not occurring within �,.� a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a �� flood plain. Approval of the contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain. Any expenses associated � with obtaining the fill permit, including any necessary engineering studies, shall be at contractors' expense. In the event that the contractor disposes of spoil/fill material at a r' site without a fill permit or a letter from the Administrator approving the disposal site, � upon notification by the Director of the Department of Engineering, 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. k.. D-59 Temnorary Erosion. Sediment. and Water Pollution Control: `�' 1 DESCRIPTION: This item shall consist of temporary soil erosion sediment and water r pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not - include measures taken by the CONTRACTOR to control conditions created by his ,, , construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, � plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. 2. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define ;� erodible earth and the authority to limit the surface area of erodible-earth material �� a exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible- earth material exposed by excavation, borrow and to direct the CONTRACTOR to �! provide temporary pollution-control measures to prevent contamination of adjacent '' streams, other water courses, lakes, ponds or other areas of water impoundment. Such ,., work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats seeding or other control devices or �� methods directed by the Engineer as necessary to control soil erosion. Temporary �� pollution-control measures shall be used to prevent or correct erosion that may develop �._ D-28 � � �� ,, during construction prior to installation of permanent pollution-control features, but are not associated with permanent control features on the project. , y The Engineer will limit the area of preparing right of way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and '' progress in keeping the finish grading, mulching, seeding, and other such permanent �� pollution-control measures current in accordance with the accepted schedule. Should seasanal conditions make such limitations unrealistic, temporary soil-erosion-control r measures shall be performed as directed by the Engineer. The amount of surface area of '� y erodible-earth material exposed at one time shall not exceed 750,000 square feet for each �, excavation operation, 750,000 square feet for each material source operation (other than from commercially operated sources), 750,000 square feet for each preparing of right-of- ' way operation or 750,000 square feet for each clearing and grubbing operation, unless - otherwise shown on the plans or with prior approval by the Engineer in writing. �'� The CONTRACTOR shall also conform to the following practices and controls. All �- labor, tools, equipment and incidentals to complete the work will not be paid for directly �, but shall be considered as subsidiary work to the various items included in the contract. '"' (a). Waste or disposal areas and construction roads shall be located and constructed in a „ manner that will minimize the amount of sediment entering streams. " (b). Frequent fordings of live streams will not be permitted; therefore, temporary bridges �•� or other structures shall be used wherever an appreciable number of stream crossings are .� necessary. Unless otherwise approved in writing by the Engineer, mechanized equipment shall not be operated in live streams. �, (c). When work areas or material sources are located in or adjacent to live streams, such 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. x' � (d). All waterways shall be cleared as soon as practicable of falsework, piling, debris or r other obstructions placed during construction operations that are not a part of the finished work. ' (e). 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. � 3. SUBMITTAL: Prior to the start of the applicable construction, the CONTRACTOR �� shall submit for approval his schedules for accomplishment of soil-erosion-control work '._, and his plan to keep the area of erodible-earth material to a minimum. He shall also � D-29 � � � � submit for acceptance his proposed method of soil-erosion control on construction and haul roads and material sources and his plan for disposal of waste materials. No work r"' shall be started until the soil-erosion control schedules and methods of operations have •-• been reviewed and approved by the Engineer. � 4. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to �� provide temporary erosion control shall be considered subsidiary to the contract and no �. extra pay will be given for this work. r, D-60 Onen Fire Line Installations: �.. All open fire line installations will be per attached Figure 32 unless otherwise directed by the Engineer. The appropriate size detector check meter, 3/4-inch meter and class'B' meter box will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up the items at the Field Operations Warehouse. Payment for all work, materials, and all necessary appurtenances from the City side ' flange coupling adapter to the customer side gate valve and box; including incidental 5 . linear feet of pipe, which are required to provide a complete and functional open fire line installation shall be included in the price bid for each. -� Payment for the City side gate valve or tap valve depending on which is required will be � paid for under the appropriate bid item(s). y� ,. , D-61 Hvdro Mulch Seedin� and Sodding: Any sodding or hydro mulching required will be done in accordance with Fort Worth � Public Works Department Standard Specifications item 118 and 120. If in the opinion of the Engineer, additional seeding and/or sodding is required due to the �� Contractor's construction, this will be seeded and sodded at the expense of the Contractor. r� �"� i- . Payment for work and all associated appurtenants required, shall be included in the appropriate bid items(s}. ,.. , D-62 Pavment (Misc. Ext.l: Because of the unique nature of this project, C8-8.5 PARTIAL ESTIMATES AND �- � RETAINAGE of the General Conditions shall not apply and shall be superseded by the r, following: (Please initial both pages included in change). "Whenever the improvements prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate D-30 v � I L� � �., r offcial of the Owner will, within a reasonable time, perform the inspections. If such inspection reveals that the improvements are in an acceptable condition and have been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will recommend acceptance of the extension under that particular Work Order and recommend payment therefore. If the Engineer finds that the work has not been completed as required, he shall so advise the Contractor in writing, furnishing him an itemized list of all known items which have not been completed or which are not in an acceptable condition. When the Contractor has corrected all such items, he shall again notify the Engineer that the improvements are ready for inspection, and the Engineer shall proceed as outlined above. Whenever the improvements prescribed by the individual Work Order have been � completed and all requirements of the Contract Documents have been fulfilled on the part �„ of the Contractor, an estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. l.-.. The amount of the estimate will be paid to the contractor after acceptance by the Water �- � Department Director, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the estimate for payment, the � Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, „_ firms, associations, corporations, or other organizations furnishing labor and/or materials under that Work Order have been paid in full, that the wage scale established by the City `'� Council in the City of Fort Worth has been paid, and that there are no claims pending for r, personal injury and/or property damages. " J The acceptance by the Contractor of the individual payment as aforesaid shall operate as r and shall release the Owners from all claims or liabilities under the Contract for anything � done or furnished or relating to the work under that Work Order or any act or neglect of said City relating to or connected with the Contract. �,, The making of the payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue �' thereafter." �... Bidder's Initials .- , D-63 Deleted °`" D-64 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-31 � n �' 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 r" Warehouse. � PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials '� necessary for the installation of the 3/4-inch type K copper service line will be shall be � included in the price bid for copper Service Line from Main to Meter. Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. r � Payment for all work and materials necessary for the installation of the sampling station, °`"' concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a complete and functional water sampling � station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTALLATIONS: Payment for all work and materials �, necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. �. . Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to '� provide a complete and functional water sampling station shall be included in the price �� bid for Water Sample Stations. D-65 Determination and Initiation of Work (Misc. Repl.): .� � � L The Engineer shall determine and designate to the Contractor the location of the service mains requiring replacement by a Work Order together with a sketch for each such replacement, giving the limits, size and the nature of work required. Single or several work orders mav be issued at one time. The Contractor shall initiate work on a replacement within 5 working days after receipt of the work order, and continue work on the replacement until it has been completed, not including paving. If the main replacement work load increases in volume wherein the Contractor has more than 20 calendar days work on hand, he will be required to add the necessary work crews to reduce the work load to a maximum of 20 calendar days. D-66 Scoae of Work (Util. Cut): � The work covered by these Specifications consists of the paving repair over utility cuts �-� which have been backfilled previously by the City Water Department, as indicated by the details and possible adjacent areas damaged by blowout, etc. Included in this work will � be the removal of the existing material in order to insure a paving section in conformity �-- with existing pavement or the appropriate detail shown in this document as directed by I�' Ld �. D-32 L� � ►� ... � ,,. � r� � the engineer and all other miscellaneous items of construction to be performed as outlined in the specifications. which are necessary to satisfactorily complete the work. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding and awarding the contract. Final payment will be based on actual measured quantities and the unit price bid in this proposal. � There will not be a direct payment for saw cutting the existing asphalt or concrete, � compacting the existing subgrade or removal of the existing material. These items will be considered as subsidiary to the contract. The contractor will be required to maintain a r-, capping course of hot mix-cold lay asphalt in areas where traffic has whipped out washed � rock, until the paving repair can be accomplished. These items will be considered as subsidiary to the contract. �„j The Inspector will pick up the repair tickets by 8:00 a.m. Monday through Thursday. The repair tickets will be issued to the confractor early the next day. Each repair ticket that is r" issued shall be completed within twenty-one (21) calendar days. The twenty-one (21) :-. calendar days for completion of the job begins the day after the contractor receives the � ticket. See special condition TIME ALLOWED FOR UTILITY CUTS. The Contractor shall identify to the Engineer possible locations for settlement of repaired pavement due to backfill of ditch by others. As directed by the Engineer, the Contractor shall remove and replace existing backfill with washed rock. � The Water Department will estimate the necessary size of the pavement repair on each � ticket. Upon receipt of each ticket the Engineer shall determine, by measurement, the ""� required size of each repair. All repair sizes shall be approved by the Engineer prior to � any repair work. � D-67 Contractor's Responsibilitv (Util. Cut): ,,,, Contractor covenants and agrees to fully perform or cause to be performed, with good faith and due diligence, and in accordance with standards common to the industry and r� L_ r, � �� herein set forth in these Contract Documents which is hereby incorporated and made a part of this contract, pavement repair to be ordered by the City at vazious times and to be performed at various places by separate repair tickets. The City may designate pavement to be repaired by furnishing to the Contractor a marked drawing, or street addresses contained in a written order or by marking in the filed by paint or other means, or by any or all combinations of said methods of designation. The Contractor agrees that no work will be performed without written authorization from the individual designated in writing by the Director of Water Department. r, D-33 � � � � '.�. D-68 Contract Time (Util. Cut): It is understood and agreed that the scope of work contemplated in this contract is that �' which is designated by the City as the need arises. It is further agreed that the term of this =� contract is six (6) months from the date of execution of contract work order and no orders will be accepted by the Contractor after the contract has expired. �� At the end of contract the Contractor will have twenty-one (21) additional calendar days � to complete work already ordered and fifteen additional calendar days to bill said work � for a total of thirty-six days after contract termination to complete and bill work �' authorized pursuant to this contract. � D-69 Traffic Control (Util. Cut): ST The Contractor shall be responsible for providing traffic control during the construction �� of this project consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices 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 Statues, pertinent sections being Section Nos. 27, 29, 30 and 31. ` The Contractor shall execute this work in such a manner as to create a minimum of . interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Barricades, warning and detour signs shall conform to be the Standard Specifications for street and storm drain construction, "Barriers and Warning and/or Detour Signs", Item 524, and/or as directed by Engineer. .,.. ,.. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by 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, Traffic Services Division (phone number 87l -8100), 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 r requirements or 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. y.,. � � .0 .� u D-34 � .. ,,.. D-70 Reauired Crew Personnel & Equinment (Util. Cutl: The Contractor shall be required to furnish sufficient personnel and equipment capable of r' completely finishing an average of fifty (50) utility cut tickets with an aggregate average �� of 750 S.Y. of permanent pavement repair each week. �' �� D-71 Time Allowed For Utilitv Cuts (Util. Cut�: The Contractor shall assist the Engineer in measuring each pavement repair before any � work is started. �, A repair ticket will be issued for each utility cut after measurement and twenty-one (21) calendar days beginning the day after the ticket is issued will be allowed for final J completion of each utility cut. See also SCOPE OF WORK. � A calendar day is any day of the week or month, Sundays or legal holidays as defined on Page C 1-1 (4) Section C 1-1.24 Calendar Days of Part C General Conditions. � �v .•" � :... �` � D-72 Liauidated Dama�es (Util. Cut): Failure to complete work on time: The Owner and the Contractor agree that it will be most difficult or impossible to ascertain the amount of damages that will be sustained by the Owner if the Contractor fails to complete the work in the allotted time, but they both agree that the Owner would sustain substantial damages in such event. Accordingly, if the Contractor fails to complete the contract in the calendar days specified, a time charge shall be made for each working day thereafter, not as a penalty but as liquidated damages. The contractor shall pay liquidated damages of twenty-five dollars ($25.00) per day per ticket for each repair cut not completed within twenty-one (21) calendar days and liquidated damages shall end on day that repairs are completed. Should the amount otherwise due the Contractor be less than the amount of such y� ascertained and liquidated damages, the Contractor and his surety shall be liable to the City of such delivery. �. D-73 Pavin� Reaair Ed�es (Util. Cut): '"' All paving repair edges shall be undamaged neat lines (by sawing or equal) and shall be �• parallel or perpendicular to the center line of the street. r�` "b D-74 Trench Backfill (Util. Cut): �. The Water Department shall place the pipe embedment and backfill with washed rock per the following specification. M.� D-35 ,�. � � ra t :� - Washed Rock: All washed rock used for embedment or as otherwise directed by the engineer shall be washed gravel or washed crushed stone or washed crushed gravel and �' shall meet the following gradation and abrasion: rp � 0 Sieve Size 1-1/2" 1" 3/4" 3/S" #4 Percent Retained 0-2 7-55 25-100 85-100 95-100 Los Angeles abrasion test: 50% Maximum wear per ASTM. ,, , D-75 Clean-Up (Util. Cut): Final clean up work shall be done for this project as soon as the paving and curb and '' gutter has been constructed. Contractor shall remove all excess cold mix, washed rock �.. and debris from the street in the area of the repair. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the �+ satisfaction of the Engineer. Refer also to Page CS-5 (8) Section CS-5.17 Clean-Up of � Part C General Conditions. � " . D-76 Pronertv Access (Util. Cutl: � Access to adjacent property shall be maintained at all times unless otherwise directed by the Engineer. D-77 thru D-80 Deleted i� � � �" � � D-81 2 to 9 H.M.A.C. Pavement (Util. Cut): These items will include the furnishing and placing of H.M.A.C. surface course as directed by the Engineer. For Specifications governing Type "D" H.M.A.C. see the 1982 Texas State Department of Highways and Public Transportation, Spec. Item No. 340 "Hot Mix Asphaltic Concrete Pavement". H.M.A.C. is also covered under Spec. Item No. 312 in the Standard Specifications for Construction, City of Fort Worth. Subsidiary to the H.M.A.C. pavement shall be sawing, removal of asphaltic material, gravel and excavation as shown on the details or as directed by the Engineer. D-36 � �. �- The removed surfacing shall be loaded into trucks upon removal and hauled away from .-- the job site as directed by the Engineer. In no case shall the removed surface be stockpiled on the job site. ,.., The following work method will be performed on each utility cut: � � .- 1. Place safety signs, barricades and/or other warning devices where necessary and as required. 2. The existing asphalt pavement shall be saw cut into a square or rectangular shape and cut side faces vertically. The sawed asphalt pavement shall be a minimum of 1' outside the utilitv cut area. "` 3. Apply liquid asphalt tack to vertical faces and bottom of excavated area in a uniform ,; manner. Do not puddle tack coat on bottom of utility cut area. Do not apply tack coat to washed rock. �- 4. Place H.M.A.C. surface mix in lifts not to exceed three (3) inches. Last or top lift shall not be less than two (2) inches in thickness. rn� � 5. Each lift shall be thoroughly compacted with a plate compactor or portable vibratory ,,.w roller. Fifteen to twenty passes will be necessary with a vibratory roller and mix temperature above 250 F(121 C) to ensure a good compaction. Top lift when compacted �` shall be approximately 1/8 inch above surrounding pavement. 6. Apply liquid asphalt around edges of patch along cold joints. r� � 7. Clean up surrounding area. Do not leave excess fill or excavated material on the �, pavement. ��' 8. Remove safety signs, barricade and/or warning devices after job is complete. �, Payment shall be made at the unit price per S.Y. as shown on the proposal and shall be ` full compensation for furnishing all labor, materials, equipment tools and incidentals � A necessary to complete the work. ". • D-82 Reinforced Concrete Pavement Or Base (Util. Cut�: � The following specifications are for the furnishing and placing of reinforced concrete pavement or base as shown on detail and as directed by the Engineer. .- General. Reinforced concrete pavement or base shall conform to Spec. Item 314 herein � except for finishing and curing. --, ;,_, D-37 v � � � a Finishing. The reinforced concrete shall be brought to a uniform surface by working with a wooden float. The surface shall be flush with the adjacent pavement and shall have a � finish similar to the surrounding pavement. The surface shall be even and shall provide a --- smooth ride. � ' Curing. The reinforced concrete pavement surfaces shall be sprayed uniformly with a '' membrane curing compound conforming to the requirements of ASTM C-309, Type 2, r, white-pigmented compound, which shall not produce permanent discoloration of the �.� . concrete. Concrete shall be allowed to cure for seven days or test beams reach 500 PSI before removal of barricades. Included in this item will be the removal of the existing reinforced concrete pavement. The existing pavement shall be sawed so as to maintain an even, straight pavement cut. The existing reinforcing steel at sawed line and construction joints shall be lapped 18 inches with the new reinforced concrete pavement. The existing steel shall be thoroughly cleaned before lapping. The following work method will be performed on each utility cut: `` � 1. Place safety signs, barricades and/or other warning devices where necessary and as � required. 2. Mark out the damaged area with keel, chalk line or paint being sure to include all areas `' requiring repair. 3. Saw cut along marked lines a minimum of two (2) inches deep. ,.. 4. Remove existing concrete. 5. Form joints and place reinforcing steel and Dowel Bars (as required) according to standard specifications. 6. Place and finish concrete. 7. Clean up jobsite, removing all debris. 8. Maintain traffic control devices to protect area until concrete has cured seven days or concrete reaches S00 PSI flexural strength. Payment shall be made at the unit price per Square Yard as shown on the proposal and "' shall be full compensation for furnishing all labor, materials, equipment tools and ... incidentals necessary to complete the work. � �� ,,,, D-3 8 Li � � ;._a D-83 Curb On Concrete Pavement: Standard Specification Item 502 shall apply except as herein modified. .-- INTEGRAL CURB: Integral curb shall be constructed along the edge of the pavement as � an integral part of the slab and of the same concrete as the slab. The concrete for the curb `° shall be deposited not more than thirty (30) minutes after the concrete in the slab. SUPERIMPOSED CURB: Concrete shall have a minimum compressive strength of three �' ` thousand (3,000) pounds per square inch at twenty-eight (28) days. The quantity of �._ mixing water shall not exceed seven (7) U.S. gallons per sack (94 Ibs.) of Portland ' Cement. The slump of the concrete shall not exceed three (3) inches. A minimum �� cement content of five (5) sacks of cement per cubic yard of concrete is required. PAYMENT: Payment shall be made for cutting and replacing curbs and gutters required in this Project under the appropriate bid item and shall be in compliance with Public Works Department standard requirement Item 502. '� D-84 Adiust Water Valve Boxes, Manholes, and Vaults (Util. Cut1: . Contractor will be responsible for adjusting water valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment for materials � including all labor, equipment, tools and incidentals necessary to complete the work. ... , D-85 Maintenance Bond (Util. Cut): `" A maintenance bond in the amount of one hundred percent (100%) of the contract amount ,... shall be furnished for a period of two years from the date of final acceptance of the work will be required on this project. D-86 Insurance (Util. Cut): � Within ten (10) days of receipt of notice of award of contract, the Contractor must '' provide, along with executed contract documents and appropriate bonds, proof of >, insurance for Worker's Compensation and Comprehensive General Liability (Bodily Injury -$250,000 each person, $500,000 each occurrence; Property Damage -$300,000 � each occunence). The City reserves the right to request any other Insurance coverage as �• may be required by each individual project. D-87 Deleted D-88 Work Order Completion Time. (Misc. Repl1: '� Should the contractor fail to complete an individual work order in the given amount of . calendar days as specified on each individual work order, liquidated damage charges as � �. �.. D-39 L� � �. �--� prescribed in Part C- General Conditions C7-7.10 Time of Completion will be subtracted from the final pay estimate of that particular work order. The estimated amount for each r particular work order will be used for determining the amount of damages charged per •- • calendar day of time exceeding the specified amount. a The first two paragraphs of Part C- General Conditions C7-7.10 Time Of Completion '� " shall be replaced with the following: The time of completion of each individual work order in an essential element of this contract. Each work order issued will have the maximum allowed number of calendar days allowed for the completion of that specific work. The number of calendar days specified will be calculated as follows: The total estimated '' cost for the specific work order divided by 2000 (rounded up) + 10 days = Number of _, Calendar Days allowed for Construction of Individual Work Order. D-89 Deleted ' D-90 Workers' Comnensation Insurance: y A: Contractor's Worker's Compensation Insurance. Contractor agrees to provide to the „ Owner (City) a certificate showing that it has obtained a policy of workers compensation insurance covering each of its employees employed on the project in compliance with � state law. No Notice to Proceed will be issued until the Contractor has complied with this section. �... B: Subcontractor's Worker's Compensation Insurance. Contractor agrees to require each � and every subcontractor who will perform work on the project to provide to it a certificate ; from such subcontractor stating that the subcontractor has a policy of workers compensation insurance covering each employee employed on the project. Contractor ' will not permit any subcontractor to perform work on the project until such certificate has ,�, been acquired. Contractor shall provide a copy of all such certificate to the Owner (City). C. Workers Compensation Insurance Coverage 1. Definitions: �� Certificate of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the Texas Workers' Compensation + 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. �� .. � �., D-40 L� � .�- ,, Duration of the Project. Includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and "+ accepted by the ,.� City. i~^ Persons providing services on the project ("subcontractor" in section 406.096)- •� includes all persons or entities performing all or part of the services the contractor has . undertaken to perform on the project, regardless of whether that person contracted ' directly with the contractor and regardless of whether that person has employees. �'�` This includes, without limitation, independent contractors, subcontractors, leasing � companies, motor carriers, owner-operators, employees of any such entity, or employees 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 to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. �, 2. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the � statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of � the contractor providing services of the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the governmental entity prior k- to being awarded the contract. �•-� 4. If the coverage period shown on the contractor's current certificate of coverage ends `� during the duration of the project, the contractor must, prior to the end of the coverage �„ period, file a new certificate of coverage with the City showing that coverage has been extended. - 5. The contractor shall obtain from each person providing .�: services on a project, and provide to the City: �� (a) a certificate of coverage, prior to that person beginning work on the project, so '� , the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and ... (b) 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. � �. 6. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. w. .- D-41 u i N �-•; 7. The contractor shall notify the City in writing by certified mail or personal delivery, within ten (10) days after the contractor knew or should have known, of any change that r materially affects the provision of coverage of any person providing services on the ��u project. 8. The contractor shall post on each project site a notice, in the text, form and manner '` " prescribed by the Texas Worker's Compensation Commission, informing all persons ,.- providing services on the project that they are required to be covered, and stating how a ' person may verify coverage and report lack of coverage. r1 9. The contractor shall contractually require each person with whom it contracts to , provide services on a project, to: (a) provide coverage, based on proper reporting on the classification codes and ,_ , payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas labor Code, Section 401.011(44) for all of its employees '� providing services on the project, for the duration of the project; (b) provide to the contractor, prior to that person beginning work on the project, a � certificate of coverage showing that coverage is being provided for all employees J of the person providing services on the project, for the duration of the project; � (c) provide the contractor, prior to the end of the coverage period, a new �'' certificate of coverage showing extension of coverage, if the coverage period *.-. shown on the current certificate of coverage ends during the duration of the project; r (d) obtain from each other person with whom it contracts, and provide to the contractor: , (1) a certificate of coverage, prior to the other person beginning work on ,,,� the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; '�� (e) retain all required certificates of coverage on file for the duration of the ,. , project and for one year thereafter. (� notify the City 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 w� D-42 � � � `--� (g) contractually require each person with whom it contracts, to perform as . required by paragraphs (a) -(g), with the certificates of coverage to be provided to the person for whom they are providing services. �,,, 10. By signing this contract or providing or causing to be provided a certificate of ' coverage, the contractor is representing to the City that all employees of the contractor '"' who will provide services on the project will be covered by worker's compensation �. coverage for the duration of the project, that the coverage will be based on proper i reporting of classification codes and payroll amounts, and that all coverage agreements `� will be filed with the appropriate insurance carrier or, in the case of a self-insured, with --� the Texas Worker's Compensation Commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. �, ., 11. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does ��'` not remedy the breach within ten days after receipt of notice of breach from the City. �.� D. Posting of Required Worker's Compensation Coverage. The contractor shall post a notice on each project site informing 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 Commission 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: r REQUIRED WORKER'S COMPENSATION COVERAGE ^ "The law requires that each person working on this site or providing services related to ,_ this construction project must be covered by worker's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing ' labor or transportation or other service related to the project, regardless of the identity of ►- their employer or status as an employee". �' "Call the Texas Worker's Compensation Commission at 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-91 Oneratin� and Maintenance Manuals: A. The Contractor shall provide five copies of complete "O & M Manuals." All information should be bound in five separate loose-leaf binders and delivered to the Owner at least two weeks prior to final inspection of the project. , D-43 � � .., B. For each product, equipment, or system the following data shall be provided (unless deemed inappropriate by the Engineer): 1. A general description of the equipment or system listing the major components, intended service, and other general data. 2. Technical data including nameplate data, design parameters, ratings, capacity, performance data, operation curves, characteristics and the like. Clearly distinguish between information which does and does not apply. 3. List of warnings and cautions to be observed during installation, operation, and maintenance. 4. Fully detailed installation and operating instructions including special tools required, alignment instructions, start-up and shut-down sequences. 5. Maintenance, service, and repair instructions including maintenance and service schedules, materials and methods for performing routine, special, and annual service. ''" 6. Troubleshooting guide and check list indicating common failures, test methods and � procedures for determining component fault or failure. 7. Spare parts list indicating part and order number with name and address of supplier. Include current prices of replacement parts and supplies. 8. Typewritten test reports including material and system tests performed. Including date `-' of test, testing party, witnesses and record of test conditions and results in test reports. 9. Diagrams to include controls, wiring, installation or operation of the equipment or system. 10. Copies of all "REVIEWED" shop drawings. R.✓✓ � 11. Copies of all manufacturer supplied warranties and guarantees. r, r. . �� r� .. .. r• � C. The contractor should submit two preliminary copies of the operation and maintenance manuals to the Engineer at least six weeks prior to final project inspection for review. One copy of the documents will be returned to the Contractor marked "APPROVED" or "REVISE AND RESUBMIT." If it is marked APPROVED, the contractor only needs to provide four additional copies. If it is marked "REVISE AND RESUBMIT," repeat the "O & M Manual" submittal in accordance with this item. D-92 Deleted � .. � P" �-- D-93 Trench Excavation, Backfill and Comnaction Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, '`�� within easements, and within existing or future R.O.W. shall be in accordance with �• Sections E 1-2 Backfill and E2-2 Excavation and Backfill of the General Contract �„ Documents and Specifications except as specified herein. "`""" 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, ,.-.. if the stated maximum trench widths are exceeded, either through accident or otherwise, �.. and if the Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The r, 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 easements. All excavation shall be in strict �' compliance with the Trench Safety Systems Special Condition of this document. ►, , 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement �' shall be backfilled above the top of the embedment material with Type "C" backfill �. material. Excavated material used for Type "C" backfill must be mechanically compacted unless the 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 test report from � an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, `" the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" ,, Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back- fill material is not suitable, at the direction of the Engineer, Type "B" backfill material W`� shall be used. In general, all backfill material for trenches in existing paved streets shall r� be in accordance with Figure A. Sand material specified in Figure A shall be obtained , from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: ~A Size Sieve % Retained '` #4 0-5 ►�-- # 16 0-20 #50 0-50 �� # l 00 60-95 ��- #200 90-100 (P.I. = 8 or less) ..- 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only. .. . . D-45 � � �-. �.. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination of `� methods. Backfill material to be mechanically tamped must be within +-4% of its ��-�� optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided it is placed in lifts appropriate to the material being used and the operation can be �- � performed without damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 3001inear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfll 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. "`; 4. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" • backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. D-94 Deleted `�' D-95 Shop Drawin�s: ,: - 1. Submit seven (7) copies of shop drawings, layouts, manufacturer's data and material schedules as may be required by the Engineer for his review. Submittals may be checked � by and stamped with the approval of the Contractor and identified as the Engineer may - require. Such review by the Engineer shall include checking for general conformance ,, with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated actions by the Engineer, which may result '' from his review, shall not constitute concurrence with any deviation from the plans and ,. specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or `� omissions in the submitted data. Processed shop drawing submittals are not change � y orders. The purpose of submittals by the Contractor is to demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating ;� which equipment and materials he intends to furnish and install, and by detailing the ' fabrication and installation methods he intends to use. If deviations, discrepancies or �. conflicts between submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and `� specifications shall govern. The Contractor shall be responsible for dimensions which are �-- to be confirmed and correlated at the job site, fabrication processes and techniques of `: D-46 � � r" . .. . constriction, coordination of his work with that of other trades and satisfactory performance his work. The Contractor shall check and verify all measurements and " review submittals prior to being submitted, and sign or initial a statement included with ��- the submittal, which signifies compliance with plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly F stated in writing in the submittal. Three (3) copies of the approved submittals shall be �� retained by the Contractor until completion of the project and presented to the City in bound form. 2. Shop drawings shall be submitted for the following items prior to installation: �� List the required submittals here � Additional shop drawing requirements are described in some of the material specifications. �'" 3. Address for Submittals - The submittals shall be addressed to the Chief Design �.,, Engineer: ''"' (Project Manager) - City of Fort Worth 1000 Throckmorton � Fort Worth, TX 76102 4.. ►� ' D-96 Deleted r. D-97 Lime Stabilized Sub�rade (Util. Cuts): Upon the direction of the Engineer, the Contractor shall provide a lime stabilized { Subgrade or base in conformance with Specification Items 210 and 212 of the City of - Fort Worth's Transportation and Public Works Department's Standard Specifications for , Street and Storm Drainage Construction. Unless otherwise directed by the Engineer, lime shall be applied at the minimum rate of four pounds (4#) per square yard per inch '° depth. ,; Payment shall be made by the square yard at the unit price bid for the quantity measured in place and shall include all labor, equipment, material, and incidentals necessary to ~ satisfactorily complete the project. No payment shall be made for the hydrated lime as it �� shall be considered subsidiary to the bid price for lime stabilization. `' D-98 Cement Stabilized Sub�rade (Util. Cuts): ,,, At the direction of the Engineer, the Contractor shall stabilize the subgrade or base material with Portland Cement in conformance with Specification Item 214, Portland `. Cement Treatment, in the Standard Specifications for Street and Storm Drain --� Construction of the City of Fort Worth, Texas Transportation and Public Works �. , �. � D-47 � ,..y a_, Department. Unless directed otherwise by the Engineer, Cement shall be applied at a minimum rate of five pounds (5#) per square yard per inch of depth. � �. ,... D-99 Renair of Storm Drain Structures (Util. Cuts): ` This pay item shall apply to all storm drain structures such as inlets, manholes, headwalls, `' or other facilities which, in the opinion of the Engineer require repair. The Contractor shall remove and replace the tops of existing drainage structures and a `� portion of the walls of the structure as directed by the Engineer. The vertical reinforcing �. steel bars in the walls shall be cleaned of any concrete or dirt and exposed a minimum of twelve (12) inches. New steel shall be used in the reconstruction of the walls and top. —! No payment shall be made for manhole frames, lids, steps and other miscellaneous items �; of constructiom, as they shall be considered subsidiary to the unit price bid for Repair of Storm Drain Structures. Unless directed otherwise by the Engineer, the existing manhole '" ' frames, lids, and other miscellaneous items may be reused. Storm Drain Structure Repair shall be performed in conformance with specification Item r� 444, "Manholes and Inlets", and Drawing No. S-SD1 through S-SD20 of the City of Fort • Worth Transportation and Public Works Department's Standard Specifications for Street � and Storm Drain Construction and shall further apply to all storm drainage facilities of a similar design and construction. �. Payment for Repair of Storm Drain Structures shall be made by the cubic yard of concrete required to reconstruct the structures as well as all steel, etc. in conformance ` ' with the appropriate drawings. r� r � � � F . ,. . � D-100 Specification References: When reference is made in these specifcations to a particular ASTM, AWWA, ANSI or other specification, it shall be understood that the latest revision of such specification, prior to the date of these general specifications or revisions thereof, shall apply. D-101 Explanation of Bid Items: The total scope of work for this job has been separated into several bid items as shown in the Proposal. All materials and workmanship necessary to furnish a complete and functional job, whether shown, included or implied in the construction plans and/or specifications, shall be supplied in this contract. The Contractor shall include the cost for all miscellaneous and subsidiary work not specifically mentioned in the Proposal in the various bid prices. D-48 � r Iw , D-102 Cost Breakdown: In order to establish a basis upon which partial payments to the Contractor may be �' authorized, immediately after execution of the contract the Contractor shall furnish a � detailed cost breakdown of his contract price arranged and itemized to meet the approval of the Engineer. � D-103 Deleted �.J D-104 Samales and Oualitv Control Testing: �� a. The Contractor shall furnish, at his own expense, certifications by a private laboratory � for all materials proposed to be used on the project, including a mix design for any i� 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 w, taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. �� b. Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine 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 r certified copy of the test results to the City. c. Quality control testing of in-place material on this project will be performed by the '`� City at its own expense. Any retesting required as a result of failure of the material to � meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of ` y materials shall in no way relieve the Contractor of his responsibility to furnish materials . and equipment conforming to the requirements of the contract. d. Not less than 24 hours notice shall be provided to the City by the Contractor for �' operations requiring testing. The Contractor shall provide access and trench safety �, , system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. r� a. � e. The Contractor shall provide a copy of the trip ticket for each load of fill material �. delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. D-105 Protection of Trees. Plants, and Soil: `' All property along and adjacent to the Contractor's operations including lawns, yards, „ shrubs, trees, etc. shall be preserved or restored, after completion of the work, to a condition equal to or better than existed prior to the start of work. �-. I� � • ti.. � � . By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on R' public property including street Rights-of-Ways and designated alleys. This permit can a- be obtained by calling the Forestry Office at 871-5738. All tree work shall be in r� compliance with pruning standards for Class II Pruning as described by the National , Arborist Association. A copy of these standards can be provided by calling the above �� number. Any damage to public trees due to negligence by the Contractor shall be r, assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees `' J shall be made to the City of Fort Worth and may be withheld from funds due the � Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oa1c trees shall be immediately sealed using a commercial pruning paint. This is the only instance when pruning paint is recommended. �' No separate payment will be made for any of the work involved for this item and all costs t� � incurred will be considered a subsidiary cost of the project. � � D-106 Partial Estimates and Retaina�e: � Reference Part C(General Conditions), Section C8-8.5 Entitled "PARTIAL ESTIMATES AND RETAINAGE" shall be deleted in its entirety and replaced with the '-' following: P ` 4.x 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 respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a 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 shall be based upon 85% of the net invoice value thereof. The Contractor will furnish the Engineer such information as may be reasonably reyuested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten percent �� (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five , , percent (5%). "� Contractor shall pay subcontractors in accord with the subcontract agreement within five ,._ (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold ' future payments from the Contractor until compliance with this paragraph is � � accomplished. �. . __, D-50 Ls � � It is understood that the partial p'ay estimates will be approximate only, and all partial pay � estimates and payment of same will be subject to correction in the estimate rendered �� following the discovery of the mistake in any previous estimate. Payment of any partial r. pay estimate shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same `' release the Contractor of any of its responsibilities under the Contract Documents. �-.. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other - provisions of this Contract. r D-107 Pavment: �, Because of the unique nature of this contract, C8-8.5 PARTIAL ESTIMATES AND RETAINAGE of the General Conditions shall not apply and shall be superseded by the �' following: (Please initial belowj Whenever the improvements prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate - official of the Owner will, within a reasonable time, perform the inspections. If such _ inspection reveals that the improvements are in an acceptable condition and have been completed in accordance with the terms of the Contract Documents and all approved �' ' modifications thereof, the Engineer will recommend acceptance of the work under that F, particular Work Order and recommend payment therefore. `� If the Engineer finds that the work has not been completed as required, he shall so advise . the Contractor in writing, furnishing him an itemized list of all known items which have not been completed or which are not in an acceptable condition. When the Contractor has conected all such items, he shall again notify the Engineer that the improvements are - ready for inspection, and the Engineer shall proceed as outlined above. Whenever the improvements prescribed by the individual Work Order have been ''' completed and all requirements of the Contract Documents have been fulfilled on the part F- . of the Contractor, an estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. a- The amount of the estimate will be paid to the Contractor after acceptance by the Water , Department Director, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the estimate for payment, the '' Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, ,� firms, associations, corporations, or other organizations furnishing labor and/or materials under that Work Order have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for �� personal injury and/or property damages. � �, D-51 L� � � i� �..� � �..,. The acceptance by the Contractor of the individual payment as aforesaid shall operate as and shall release the Owner from all claims or liabilities under the Contract for anything done or furnished or relating to the work under that Work Order or any act or neglect of said City relating to or connected with the Contract. The making of the payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. Bidder's Initials D-108 Work Near Pressure Plane Boundaries: �N Contractor shall take note that the water line to be replaced under this contract crosses or is in close proximity to an existing pressure plane boundary. Care shall be taken to �� ensure all "pressure plane" valves installed are installed closed and no cross connections ,,. . are made between pressure planes. A location map has been included to help keep temporary services fror� crossing pressure plane boundaries. � . D-109 Standard Street Snecifications: '' All work involving paving and/or drainage shall conform to the two following published �� specifications, except as modified herein: ' STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN `' " CONSTRUCTION — CITY OF FORT WORTH �� STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NORTH CENTRAL TEXAS ,� , D-110 Removal of Traffic Buttons and Temporary Lane Tape: All traffic buttons shall be removed from the existing asphalt surface before resurfacing �' begins. The contractor shall be responsible for the removal of all buttons. Upon ,, completion of the job the City will install new buttons after proper notification. ' The contractor shall also be responsible for all materials, equipment and labor to place •� • temporary adhesive lane marking tape, at locations as directed by the Construction . Engineer, to direct traffic flow until permanent markers are installed. "' The contractor shall notify the Construction Engineer to arrange for the replacement of ,_ the buttons and adhesive lane markers (arrows, etc.). All costs to the contractor shall be figured as subsidiary to this contract. � .., D-52 � � r a �. , � i.-, � :,. � L_ rr� �._: �, �.. , r, � :� Y � D-111 Location and Exposure of Manholes and Water Valves: The contractor shall be responsible for locating and marking all previously exposed manholes and water valves in each street of this contract before the resurfacing process commences for a particular street. The contractor shall attempt to include the Construction Engineer (if he is available) in the observation and marking activity. In any event a street shall be completely marked a minimum of two (2) working days before resurfacing begins on any street. Marking the curbs with paint is a recommended procedure. It shall be the contractors responsibility to notify the utility companies that he has commenced work on the project. As the resurfacing is completed (within the same day) the contractor shall locate the covered manholes and valves and expose them for later adjustment. Upon completion of a street the contractor shall notify the utilities of this completion and indicate the start of the next one in order for the utilities tQ adjust facilities accordingly. The following are utility contact persons; Company Southwestern Bell Telephone Texas Utilities Lone Star Gas Telephone Number 338-6275" " 336-9411 Ext. 2121 336-8381 Ext. 6982 Contact Person Hot Line Mr. Roy Kruger Mr. Jim Bennett Of course, under the terms of this contract, the contractor shall complete adjustment of the storm drain and Water Department facilities, one traffic lane at a time within five (5) working days after completing the laying of proposed H.M.A.C. overlay adjacent to said facilities. Any deviation from the above procedure and allotted working days may result in the shut down of the resurfacing operation by the Construction Engineer. The contractor shall be responsible for all materials, equipment and labor to perform a most accurate job and all costs to the contractor shall be figured subsidiary to this contract. .� D-112 Adiust Water Valve Boxes: '` Contractor will be responsible for adjusting water valve boxes to match new pavement �- 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 r_, 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. w. r- D-53 � � � The unit price bid per each will be full compensation for all labor, materials, equipment, _ tools, and incidentals necessary to complete the work. r'. a � �._ � D-113 Removal and Renlacement of Concrete Curb and Gutter: These provisions require the contractor to remove all failed 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-SS 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 systems, etc. damaged during construction shall be replaced with �� same or better at no cost to the City. The contractor is encouraged to conduct site visits � and survey all these possibilities. The contractor shall verify these locations with the Construction Engineer. The unit price bid per linear foot shall be full compensation for r all materials, labor, equipment and incidentals necessary to complete the work. � D-114 Removal and Replacement of Pavement and Base: `' The contractor is to remove all existing deformed H.M.A.C. pavement and/or bad base � material that shows surface deterioration and/or complete failure. The Construction W, Engineer will identify these areas upon 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 6.� sub-base removal for which the Construction 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 patch thickness shall be a minimum of 2 inches. Generally 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 applied to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 '' inches with vibrator compunctions to follow each lift. Compaction of the mix shall be � D-54 u � r �.. 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 materials, labor, equipment and incidentals necessary to complete the work. r. ... D-115 Deleted D-116 Deleted D-117 H.M.A.C. Surface Course (Tvne "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: The prime coat, tack coat, or the asphaltic mixture shall not be placed unless the air temperature is 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. '� D-118 Manhole Adiustment ., This item shall include adjusting the tops of existing manholes to match proposed grade as shown on the plans, in the detail at the back of this document or as directed by the � Engineer. Standard Specification Item Nos. 450 "Adjusting Manholes and Inlets shall �� apply except as herein modified. r Included as part of this pay item shall be the application of a cold-applied preformed `'' flexible butyl rubber or plastic sealing compound for sealing interior andlor exterior �, joints on concrete manhole sections, as per current City Water Department Special Conditions. w� .... D-55 � � � The unit price pre-bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to complete the work. D-119 "Ouick-Set" Concrete (Util. Cuts�: �; In high traffic areas where the utility cut repair must be returned to service sooner than a �'" normal cure time will allow, the Contractor shall use concrete admixtures as outlined in �,,, Item 422, "Concrete Admixtures" or ready made mixes such as "Rapid Set" concrete mix k or approved equal. Any and all materials used shall conform to the above mentioned �"� Item 422. LPayment for quick set concrete shall be made at the unit price bid per CY as shown on the proposal and shall be full compensation for furnishing all labor, materials, equipment, �� tools, and incidentals necessary to complete the work. �.,: �'"' D-120 Utilitv Adiustment (Util. Cuts): �., This item is included for the basic purpose of establishing a contract price which will be comparable to the iinal cost of making necessary adjustments required due to utility cut '� repairs to water, sanitary sewer, and natural gas service lines and appurtenances including � irrigation lines (sprinkler systems), etc. where such lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the � Proposal; however, this does not guarantee any payment for utility adjustments, neither �''� does it confine utility adjustments to the amount shown in the Proposal. It shall be the Contractor's responsibility to provide the services of a licensed plumber to make the � utility adjustments determined necessary by the Engineer. No payment will be made for utility adjustments except those adjustments determined necessary by the Engineer. �-� Should the Contractor damage service lines due to his negligence, where such lines would not have required adjustment or repair otherwise, the lines shall be repaired and adjusted J by the Contractor at the Contractor's expense. The payment to the Contractor for utility �� adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the ,�, cost of bond and overhead incurred by the Contractor in handling the utility adjustments. D-121 Standard Concrete Sidewalk and Wheelchair Ramns (Util. Cutsl: All applicable provisions of Standard Specification Item 504 "Concrete Sidewalks and Driveways" shall apply. .., The Contractor shall construct standard concrete sidewalk and wheelchair ramps as � shown in the details or as directed by the Engineer. ., All concrete flared surfaces (wheelchair ramp wing or curb) shall be colored with LITHOCHROME color hardener or equal. A brick red color, a dry-shake hardener ' manufactured by L.M. Scofield Company or equal, shall be used in accordance with � � manufacturer's instructions. � !"J D-56 � O Contractor shall provide a colored sample concrete panel of one foot by one foot by three � inches dimension, or other dimensions approved by the Engineer, meeting the � aforementioned specification if needed. The sample, upon approval by the Engineer shall be the acceptable standard to be applied for all wheelchair ramp construction. Surface � coloring shall be subsidiary to the unit price far this pay item. , The method of application shall be by screen, sifter, sieve or other means in order to � provide for a uniform color distribution. � D-122 Limits of Concrete Pavement Re�air: The following criteria will be used to determine the limits of concrete pavement repair for tt � this contract: 1. The minimum size of repair for concrete shall be 5'x 5'. �� 5..� 2. Whenever the limits of the repair are 8 feet or less from an adjacent joint of any type, the replacement shall be extended to that joint. � 3. Dummy joints shall be sawed across any panel where a construction joint intersects the _ panel and a joint does not exist. All new joints (construction or dummy) shall be parallel with existing joints. � 4. Depending on the existing longitudinal joint spacing and the limits of the damaged � pavement, the contractor may be required to extend the replacement to the halfway point �L.,� of the panel. The determination shall be made by the inspector on a case by case basis in ,� order to assure uniform joint spacing. Payment for all concrete pavement repairs shall be made at the unit price bid per square - yard as shown in the proposal and shall be full compensation for furnishing all labor, ,, a materials, equipment, tools, and incidentals necessary to complete the work. However, payment for sawcutting dummy joints in adjacent panels shall be made under the "�" appropriate bid item. D-123 thru D-129 Deleted �, .-, �,, U D-130 Concrete Curb and Gutter: This item shall apply for the placement of concrete curb and gutter on H.M.A.C. paved streets. Specification item no. 502 of the City of Fort Worth Transportation and Public Works Department's Standard Specifications for Street and Storm Drain Construction shall govern this item. D-57 � �, D-131 H.M.A.C. More Than 9 Inches Deep: When H.M.A.C. greater than 9 inches in depth is encountered, it shall be replaced with a �'` combination of H.M.A.C. and 2:27 concrete base, as determined by the Engineer, to L achieve the required thickness of pavement. � D-132 Asnhalt Drivewav Renair: At locations where H.M.A.C. driveways are encountered, such driveways shall be � completely replaced for the full extent of utility cut with H.M.A.C. equal to or better than the existing driveway. r� - D-133 Toa Soil: ., Where directed by the Engineer, top soil shall be applied in accordance with the City of � Fort Worth Transportation and Public Works Department's Standard Specifications for Street and Storm Drain Construction, Item 116, except as follows: All labor, equipment, r^° tools and incidentals shall be included in the square yard bid price for the top soil. "" D-134 Water Meter and Meter Box Relocation and Adiustment: :.r This item shall include raising or lowering an existing meter box to the parkway grade specified No payment will be made for adjusting existing boxes which are within 0.001 '"�� feet of specified parkway grade. The unit price bid shall be full and sufficient payment � for all labor, equipment and materials used in the adjustment of the meter box. r �" D-135 Bid Quantities: ,. Bid quantities of the various items in the proposal are for comparison only and may not reflect the actual quantities (see General Conditions C2-2.2 and C4-4.3). Moreover, there J is to be no limit on the variations between the estimated quantities shown and the actual --, quantities performed or used. In particular, the Contractor shall be aware that it is the City's intention that the quantities in Unit I be used on an "emergency" basis only. Total quantities given in the bid proposal may not reflect actual quantities; however, they are given for the purpose of bidding and awarding the contract. A contract in the amount of $200,000 (see Options to Renew) shall be awarded with final payment based on actual measured quantities and the unit price bid in this proposal. Moreover, there is to be not limit on the variation between the estimated quantities shown and actual quantities performed. �- It is understood and agreed that the scope of work contemplated in this contract is that r which is designated by the City bit will in not case exceed $200,000 (see Options to Renew) including all change orders. ,� , � D-58 I1 � D-136 Work in Hi�hwav Ri�ht of Wav: When the Engineer directs the Contractor to perform work in the right-of-way which is � under the jurisdiction of the Texas Department of Transportation (TxDOT), the Contractor shall obtain approval from the Texas Department of Transportation prior to commencing any work therein. All work performed in the TxDOT right-of-way shall be � performed in compliance with and subject to approval from the Texas Department of �"� Transportation and Item E2-29.1 "Construction Within Highway Right-of-Way" of the r„ General Contract Documents and Specifications, effective July 1, 1978, as amended. � �• D-137 Deleted D-138 Manhole Inserts: - At the direction of the Engineer, the Contractor shall provide a watertight insert. The ` manhole insert shall fit in the manhole between the manhole lid and the manhole lid frame and shall provide a water tight barrier which will prevent water from infiltrating C"' into the manhole. Payment shall be made at the unit price bid in the proposal and shall be full compensation � for all labor, material, equipment, and incidentals necessary to complete the work. � � D-139 Crushed Limestone (Flex-Base): `" Crushed limestone required for use as a flexible base material shall conform to �� Specification Item No. 208 of the Standard Specifications for Street and Storm Drain � Construction for the City of Fort Worth Transportation and Public Works Department. r D-140 Ontion to Renew: The City has the right to renew this contract for three (3) one year terms/expenditures of $200,000 under the same terms, conditions, and unit prices. The City shall give at least sixty (60) days notice prior to the expiration of one year from the date of execution of this contract or of an option period or a like notice at such time as there is less than $20,000 left unexpended. D-141 Concrete Vallev Gutter: �- This item shall include the repair/replacement of existing concrete valley gutters as , directed by the Engineer. The proposed valley gutters will be constructed according to the detail included in these documents as well as conforming to Specification Item No. `"' 314 of the Standard Specifications for Street and Storm Drain Construction for the City ..-, of Fort Worth Transportation and Public Works Department. The unit price bid for this item shall be full compensation for all materials (including applicable subbase), labor, equipment and incidentals necessary to complete the work. �. _ � D-59 � � � C � � � r � � � 1 1 �' L 1 � , � .. �, �r' D-142 Traffic Buttons: The Contractor shall supply all materials and labor necessary to install traffic buttons of the same type as were previously installed at locations designated by the Engineer. The buttons to be supplied shall be generally, but not limited to Type W-4 and Type II C-R4 and installed with a Type III Epoxy. The unit price bid for this item shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. D-143 Pavement Strinin�: Pavement striping, whenever and wherever encountered, shall be replaced to match the existing striping or as directed by the Engineer. Materials used shall be of 420 Type intersection grade tape (in 18-inch width) such as Stamark as manufactured by 3M company or approved equal. The unit price bid for this item shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. � .1 � � PART E 0 � MATERIAL SPECIFICATIONS �- � r„ .. �� , _ _ . � � � � � MATEO CONSULT/NG ENG/NEERS, INC. � � ' � ' D. � � � _ �. � � �� . � _ -... Q �. . �. . a �.. �' ' a , Q � a � � r � 0 . . . _. . - : . . - _. ,' . . , ' , � ; , - . ' - • _. '. � ` . . . . . . o �'�'. • � � 5 : . = - � �, -- � • • - . . . .. ' . �" . ' � J • , .. ' SECTION t- SEC7TQN E SPECIFICATfO S fJanuary t�.' 19781 �� ,�.. �- .:411 materials, coasuuction metilods � and proc�i uscd ia this � praje�t �shaIl Creaeral . .�Coarract Documerns and Generai Specifications, t ether �wit�i aay additianal mazerial . orconstruction sgecificatioas(s) or later revision(s). (Se� revisiaas Iisred oa tbis she�).. � Secrions EI, E?, and F?A of thc Fort Worth ater Deparra�ent Cenerat Coaa-�t� �. Documcnu and Gsnerat Specificarions are� hereby e a part of this� coatra�ct documeat . by rr.ference for au purposes, the same as �if copies azim hereiit, �and such Sectioas ar� . filed and kegt in rhe off ce of t3ie Ciry Secretazy o_ e C'ny of Fort Worth as an o:�cial ,; recard of the City of Forr Worth. � . - � . : � � � . . . . . , . ` : - ,., . . ; . � �INDE . �� - � �_ .� . . �'�:. � . � � - �. � . � -�. � EI . NL4TERT,�L PECIFICATIONS � . � . " . E3 CONSTRliC'�Oiv' SPECIF'lCATIONS � � " � � �- - , � � � [ ,� . ; _ � E3A GE?�IER4L �ESIGN DET'.4II..S Revisions �as of April Z0, I98 I, follow.' . ' �� E I=.4 Bacicf�Il: {Correct �miniraum cor�pacrion reauirement to 95% Procter . deasi�3+ anii correct P.I. values as fc�ows): . .' . j C. Additional bacicfill require:�ts when agproved for use in sLr�:s: 1. . Type B Back$II � , (c) Maximum F�sric index (PI) siiall. be 8 �. ~� i • � ?. Type C BacicfiIl _ ' (a) Matesial m..tin� res�uirements and having a PI of $ or less s be considered .as suirable for comgacrion by jerting � - (b) Materiai eeting requireinezrt and havinQ a PI of 9 � or more be coasidercd for use only with EZ-Z. I I Trench BackffIl: (Corrccs mis� a�pears in this section to 95% where ihe "95% modifierl Pracc� r . �.Ar _ �, .,�.:�„: � _ .. �um compaction requiremerit wherever ir -'..�:-?�' rocter density except for parasaaph . a. l•.,-"� � density" sball reazam uachaz�ed). ' .��,�� . . . . � •�;�� . . . -. �:�� . : � t::�� . - r. � � � U � ,. I..J ... � � � - � . 1.J� - � a � LJ I�j � � I`� � . � � . � � � 'SECTION 200 — MATERIAL SPECTFICATIO�IS . MA7ERIAL,�TANDARD ElOQ-4 — . �� . . JANUARY�, 1978 (ADQED 5/13/9Q) ' I . � . . � a WAT Ri HT MANN F INSERTS � , .�,:��-a.7 ��NER,4L: This standard covers the�furnishing and ins�aitation�ct watertight gasketed manhoie inserts TR the For• Worth sanftary sewer collectioq`. system. . � � . -. �I�O-4.�MA,TFRTAL,:S AHQ QESIGN: "' p , :, �M�.:-;� � . . .,.:. a. The manhole insert sha11 be 0�'_ CDPPQ570R—praof h.igh density`'� polyethelene that me�ts ar exceeds�the�requlremen�s of ASiM DI24$,`� , Ca�ego�y 5, iype III. � " . .Z� . .b. c. d. � e. ine mirtimum thickness o` the manhole9 ins2rt shall .be i/8". � �;�:,�� i5, P ♦��➢� The mannole irrsert sha11 have a aa •e� tnat prov�des posiL�ve seal fn ��°�f� wet or ti�ry cond�tions. The gas - t shail be made or c.ios�d eeil-::�r'�; rteoprene rubber and mee� the requ�r ent o` �SiM D1C�o, or e�uai. •. ;;�� ' `g: � ""f Tne mannole insert snaTi hava a s ap �or�-rpmov�ing the ir,sert. Tne.;:::aA.. s�rao shzli be made of minimum ?"� wide woven poiypropal�ne or ny1oR ;,;`�-� webbing, with the ends tr�ated p� �vent unravatl ;ne. Stainles5 �:��=�' steel hardware s.hal i be use� to sec rel; a��ach s�rao to Lhe inser�. �• .��;�' . .-�: ihe manhale insert sha11 have on or more vpnt hoTes or valves to'� . rel�ase casses and ailow wa�ar i�`iow at a ratQ nc are=:�r �han 10 �� - ;"j." aalions per 2? hours. � - � � :,•�; D?00—�.3 INSiAL! .AiION. " � •. :,"� a. Tne manhole frame snail 6e cle;ned o` all dirt and ae?ris be`ore. :�.. placing the manhole insert on the �im. , 6. The manhale insert sha11 be full seatp� around tne mannoie frame rim , to retard water from seepi ng bet�+een the cover and the manhol e frame . rim. � � . EIOQ (�) � ' 4 I m � , � .J ��5• i` � ��,� � �7 !� � � O, � 0 L� C� 0 L� � C� ,�C� C7 �5" '�'� R N � �. 4 � � N ��M ; R 0 . � N � � I � , PROJECT SIGN Tnsmec -a�►.s� Sae��rAw22, Or "EmeraJd' (AV2�a Or Equel . I Flgure 30 , Lvt�erin� S►zed To Flt 8 s� O s� 5,_sA ,{—Logo Green �Whlie i� / i� i _ � .� �o�. �wAl��. � 1 � �v ACTroN � i 3 i'-6" 4 //�--Logo Blue ,, ; �� i� f / �`_ i �� -LoQo Green I r-s'xa•x i/2' I . Plywood �� Fort Worth;. . � \ Wate r- � ;�Logo Gresn �� / Department�% . . —..� , R � � N . � � � O w� �' / ; � . ` i--r . � � . 6 Redlus / �_ togo Green Wirl� � Typlcal � WhJte Letrers � ' GENERAL NOTES: _ �- -.._�._ ---�. / �, ---� �-/G----�- - logo Blu• - . � Tnemec "F%prd' (BA221 Or Equal Lo�o Green - $CA/@ .�/�~s r r�O. 8-28-89 . � E2• t Constiuctlon � �3 EXCAVATI�N, BACK�ILL ��►ND �� REPAIR UNDER EXISTI �IG � MIN, 2' HOT OR C�LD MIX ASPHALT7 TE EXIST. STREET PAVEMENT _ FO . SE � � TH ... � , � �O�O O�O"O�O�O�O"O"�O�O�O�O�O�O�O�O" �O`�O �- y jjj/% „0% �O�O O O O O O O O O O O O O Oj O � �� IIN. .b' COMPAC `li � � � ' ' ��1FLEX—BASE MATERIAL�� :� � ; a : � � •' � ' �`i'.//.�.' ./�.// •�.i' /./, � ,/ •� � , •: � : • ' . , . _ . . , f. •. '� , '' ::.� '•� ::. ;. B�TTOM �F 7EMP�RARY �R-� _ . � �• .. PERMANENT PAVEMENT REPAIR , � / ., z EXIST, BASE-' � � � � L�J � � 0 � ' � SAND MATERIAL- EMBEDMENT . SEE SPEC. E1-2 PAVEMENT STREETS ❑RARY PAVING REPAIR SHOWN - PERMANENT PAVING REPAIR DETAILS FIGURES i-5 OR AS SPECTFIED IN PLANS ❑R SPECIFICATIDNS. 00000000000000v� j�/. /�%%�/• ��%��.. �• ` , :•i' ; ',. . • , .d� ,' . � .� �. :d' . . .•. . :.: ..' , •! • ,•' . � .:. . :,:� :�; .. .• .;r� ' - ".. . .�, . . . .. . �, .:,; • ,;ti t :�.::. a �`. � . :" ; , .,.`'...:� . :��'.`-+ 1 L.. . ,}.� `: t• �� ..`:. ;' �� .•.Y•.� , ` ..-•1; ':, � . �� :: . � . •. • ;.. . . . . . . , �' .� TYPE C BACKFILL SEE SPEC, E1-2 1'-6' MAXIMUM MINIMUM 6' SAND EMBEDMENT COVER UM 6' EMBEDMENT � INCLUDED IN LINEAR F�OT BI`� PRICE �F PIPE � � E� A �IGUR CWATER SIZES UP TD 8� INCLUDING 1z") � � . NTS REVt MARCH 25, 1999 , � � � � � � � � � � ' / �2" �� • � � ► ' 2:27 CONCRETE -- I L(IF'AN BASE OITCN WALL -� •. � � � � � Q o �� N0.3 BARS'ON `2�" CENTERS 80TN waYS � WITH MIN.2 BARS LONGITU0INAL. IN OITCH CLASS ��A�� REINfORCEO CONCRETE i EXISTtNG CONC. EXISTING PAVEMENT REPLACEMENT �PAVEMENT CUR6 8� GUTTER SAW CUT -` . �. 'w : �`` � .: . . � . . , , . �..� . • � +1 ' • • �, I s '�• , ' "' � � � •• � �o K�� • . � ' • / • O O O � ^��.�_.r� I ► ' - - �� a' c�p'o�� Z�:�a.d,� �- �,QpoQ.v � �� i, � � / /�� .` �/ /� � � � o': o, ��C 04i�b�0�' �GCiO O��wcao I � - � .� a _ O J�2i a_ _ � Od �/�j/ / // EXISTING CURB EX1ST C�NC. � GUTTER ' PAVEMENT . SAW CUT .• ' ` . � I � PROPOSEO fACiI.ITY --� � - � N s-�. T�-�'-.��„q T I 0 N I . - . PIPE �2 E� ALL TRENCH BACKfII.L SHA�L EXISTING BASE MEET i�EQU1REMENTS FOR (!F ANY) GRA�ATION � COMPACTION AS SPECIFIEb IN ITEM 402 OF THE STANt1AR0 SRECtFlCATIONS FOR CONSTRUCTION PUBLIC WORKS OEPT.�CITY OF �ORT WORTH,TX. OR �9ACKFILL AS SPECIFlEO IN SECTIONS EI•2 � E2-2 OF THE SPECIFICATtONS FOR WATER �EP�. PROJECTS FORT WORTH =— WA..T�B.-d,�P7#.CI�Y OF FORT woR H�TEXaS. ��__ NOTE�: ' ' rvo. �-RErNFORCEO CONCrtETE PAVEMENT N0.2- iF STEEL EX�STS �h CONCRETE N0.3- REtNFORCEO C�NCR£TE PAVE- SNALL 8E qEPLACE� TO ORIGINAL „ PAVEMENT TO 8E CUT�THE STEEL SHALL. MENT WIL.LBE REPLACED OVER , OEPTM OR TO A MINIMUM �EPTH OF � 8E CUT A SALVAGED AS POSSI8LE.4 MIN- TRENCH AS SNOWN IN THE EVENT WHICHEVER IS GREATER. IMUM LAP SPLICE DISTANCE OF 12 NON-REINFORCE� CONCRETE � NO.�-BEDO�NG OF PIPE TO MATCH SHaLL 8E PROvt0E0. ,• PAVEMENT IS REMOVEO. AOJACENT SECTIONS OR SPECIFI- . CATION �02� WMICHEYEA TYPiCAI. S ECTION TRENCH R�P�A1R ' �S GREATER. .. I N0.5-2�27 CONCRETE MAY 8E ` � � O�LETEO 1F HA1.F THE SPECIFIEO CONCRETE PAVEMENT THiCKNESS ,Qf� 2t27 IS ADOED TO -- -- --' - TNE CIASS A CONCRETE. CfTY OF FORT WORTH,TEXAS LFIL� NO.C-3226 TRANSPORTATION/PUBLIC WORKS __—_ ._ ._.. . ...r_._ _ M. ._�.. �__ ^.£NGINEERING. QIVISION _ _ REV.-6-1-T6 AEV.- 11-1-79 REV.-12-15-80 REV.-8-30••a2 �tEV.4-84 flG.l 0 o � • r� � r� � � r� �, � . �. � � � � ca � � �, f:sr,.a � � �_.�� ' �'. .�.�� ..» � [fll�t CY1f• [Ml�f N.y.AC � suT T � � �u��c[ � � r' . • • � •• . • . r. - • . i+w 4R� � �� ,.�iii�.' Q) l.27 COIttR[T[ *NtL K�f1111[� A Yllt OI �" KtOw �OTT011 0/ IKMT, M.Y.I�C. IMvl11lMT� � x.� sxwr. �twM�T .�� t aru�aa *b rNc SNa��~ SE�2TOi TIM 6�TSV�f�CE C6Y11=l. /[t MOT[ O4 i�LOr NY�C. Rt�IACIr�M� ( • � YIN � it'„ � � . � �[��IN� 0/ �1►t T� MATCN A�MC�MT �[CTION • • • �r�e�t�� t. •NicNsys� u �o�s .. 11`� ,� A � rA��'�M �t� RMMl�10�1 KOM[RM1f� . tMYY�[ 111[ I�IIL�.'rIMM M t1N�MN KIL/1� �IMfOtJlf A� � To �Noasa�caMnw� � �wurr To wn»T�w cownwe� • �O+INN� 1I M�MNIIM1t.� /YL� r11RN M� �1MIIM�I[ �NAII '. • . ft 11lMOYl�w 1�lL1i1R� MfN A��M�M�T� ?IKATIMT TO . . . t1[If11M� �A�l all 11NMA� rA1't�1�L. •fM Na C-�22! , , � ��. \ �� # � �/�i��//////I/tii�.. ��Hi Cv�• � � •uf T!� : • . :• �� • ,, . 7,r,7�7►h,�._• : ��•_� ~ -� �RIME COAT • t • 27 CONCIIETE , f�� IMEMC« MCN��L� 1�ML� Y([T •�� A[OW11(Y(pi� I011 •A�OATqM AMO COY�ACirOM A� M�CIIIl� �M It(Y �O! Of TN� �T�MMO •►lCllltt- TIOM IOR COI1�TIIYC�ON� ►Y�l IC ro�K� oi.t , c�r. or •o�r ro�TM T[fA� pA NC��L A3 �CNIlO M1 �GTqNS [� i AMO t!• 2 OI TM[ t►[G/iCAT�OM! �011 M�T[� Ol�MT• Y[MT 1110�[CT�. /OAT wOA�M r�T�A 0[ri,C�Tr pI /011T w011iN� f�If�� o r�aut• w�tk��Tw« T— � ►M[ . .. � QI�CM 111A1t TYPI�AL SECTION-TRENCN R�A4iR - TYP�CAI. H. M. A. C:'SURFACE VIIITH . SO�IL �ASE C/I r Of fORT Mqi►TN ~�"'�" "••w�T�e eara�rs 11Ev •� •� 4 • �! . TAANtiP':R�A: I• N/f l PI . N. Rk3 DEPT. 11tv-N-t-t� t'NWirlll►Ilw D/r/l/ON � Mv�:.n.�o � � . . ��i�t �a�l f /I. I / � � 1 1 � � � � � �' � � � � � � .� � � � 0 PA �� RT F �, INSURANCE/BC��NDS , �� k 1 �� • ��-. . .. � MATEO CON �lLT/NG ENGIIVEERS, lNC. � a �� l�J I�J L� I�I LJ � � Li LJ LJ � � L� � n 0 � CONTRACTOR COMPLIANCE. �VITH WORKERS' COMPENSATION, ,AW .� Pursuant to V.T.C.A Labor Code Section 406.096, Contractor �ertiiies that it provides workers' compensation insurance coverage for all its employees employed on ci p of Fort Worth Project Number PW53- 060530175230 � , ] By: ;, i � STATE OF TEXAS COUNTY OF TARRANT � � ��. Title �l-��-�9 Date BEFORE ME, the undersigned authority, on this day��ersonally appeared ��(J (,�p�� j�_, known to me be the person whose name is subscribed to the foregoing strument, and acknowledged to me that he executed the same as the act and deed of -�'j2 j- 7` L- CI�I CO NS 7 I 0 a1 for the purpose and consideration therein expressed and in the capacity therein stated. � GIVEN LJNDER MY HAND AND SEAL OF OFFIC� this eI3 day of /�d� . ia R9 . ,, .� ��1 blic in and for the State of Texas � ��-- .��vr� 10YCE WON9ACK ` Notary Publlc * � STAi'E OF i�XAS ��Py M}I CO�L�'1. Exp. aaiyoi2a� � �_.._�_w_V..,..._.�_�u..u..�.�...r..�yw..�, .�W�w_��_. � r , a 0 � � � � � � � � �� BOND N0. 89800866D THE STATE OF TEXAS COUNTY OF TARRANT PERFORMANCE BOND �� 0 KNOW ALL MEN BY THESE PRESENTS: That we (1) TI�I-TECH CONSTRUCTION, INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3)V �ILANT INS CO & FEDERAL INS C� corporation organized and existing under the laws of the State and full authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort orth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, `n the penal sum of: TWO HUNDRED SIXTY-ONE THOUSAND ONE HUNDRED N� ETY AND NO/100 ............................. ($261,190.001 Dollars in lawful money of the United States, to be paid 1n Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ours�elves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. �� THE CONDITION OF THIS of: OBLIGATION is such thatiUVhereas, the Principal entered into a certain t�•� contract with the City of Fort Worth, the Owner, dated the 16TH of �lpvember. 1999 a copy of which is hereto attached and made a part hereof, for the construction of: ! I � WATER MAIN REPLACEMENT CONTRACT 98II (1998 STRE �T MAINTENANCE PROGRAIVn t.� designated as Project No. (s) PW53-060530175230, a copy of yvhic contract is hereby attached, referred to, and � made a part hereof as fully and to the same extent as if copied at leng herein, such project and construction being hereinafter referred to as the "work". �� NOW THEREFORE, if the Principal shall well, truly, and f��thfully perform the work in accordance with the plans, specifications, and contract documents during the original t�-m thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, nd if he shall satisfy all claims and demands � incurred under such contract, and shall fully indemnify and save ha less the Owner from all costs and damages which it may suffer by reason of failure to do so, and shall reimburs and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this ol��igation shall be void; otherwise to remain in full force and effect. � �� L�J l� �� L�J j� F1 1.1 � � � � � � � � � � � � � � � � � � � �t �� PROVIDED FURTHER, that if any legal action filed upon tl�s bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value r�ceived, 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 w"se affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alterat n or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 8 co�nterparts each one of which shall be deemed an original, this the 16'� of November, 1999. �� ATTEST: (Principal) Secretary (SEAL) �a� Q./�.�,�.�.. Wi ess as t mcipal �,9��,�� Address � ATTEST: (SEAL) (Surety) Secretary TRI-TEQp�I QONSTRUCTION INC. CIPAL (4 BY: � / Title: ;. �1�, , 1133 E.� OOP 820 S. FORT ORTH, TX 76112 � �� (Address) VIGILANT INSURANCE COMPANY FEDE Surety INS �A COMPANY B �� . � C�� Y � f� �'/� c ( orney-in-fact) (5) � Bobb N E. May� •1�5� Mo�untain View Road YVdl i 1z, 1�J ��d�ress) NOTE: Date of Bond must not be � prior to date of Contract �� 1) : �2� �N �3) (4) � �� 5) F ` �� /�J� /4t _ i itness as Surety P 0 BOx 87 0, Fort Wor�h, TX 76124 ' (Address) F2 Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct name of Surety If contractor is Partnership all Partners should execute Bond A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � � � � � � � � � � � � � � �� '� B0� N0. THE STATE OF TEXAS COUNTY OF TARRANT PAYMENT BOND �� . �� 0 :•:11:..1 KNOW ALL MEN BY THESE PRESENTS: That we (1) '� I-TECH CONSTRUCTION. INC. a(2) Cornoration of Texas, hereinafter call Principal, and (3) VIGILAN� INS CO & FEDERAL , a corporation INS CO orgamzed and existing under the laws of the State and fully authorized 4o transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a nicipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and to all person, firms, and corporations who may furnish materials, for or perform labor upon the building or impr vements hereinafter referred to in the penal sum of : . TWO HUNDRED SIXTY-ONE THOUSAND ONE HUNDRED NI ETY AND NO/100 ......................... i! ($261. 190.00) Dollars in lawful money of the United States, to be p�id in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ��rselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION is such that ereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the 16TH day o OVEMBER, A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: WATER MAIN REPLACEMENT CONTRACT 98II (1998 STR��T MAINTENANCE PROGRAMI � Project No. (s) PW53-060530175230 a copy of which is �ereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, s'ch project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is su�h that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil St �tutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then thi �obligation shall be null and void, otherwise it shall remain in full force and effect. F10 � � � � � � � � � � � � � � . � � •F THE BOND IS MADE AND ENTERED into solely for the pr `tection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, a claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bon as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon �his bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipul� es and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to��e performed thereunder or the speciiication s accompanying the same shall in any wise affect its obligation on this ond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of th��contract or to the work to the specifcations. PROVIDED FURTHER, that no final settlement between thc��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 8 an original, this the 16TH day of NOVEMBER A.D., 1999. ATTEST: � -�_ _�� (Principal) Secretary ��it� r�°U��o W�tness �to Prmcipal / ` � �T Address ATTEST: TRI-TE each one of which shall be deemed BY: � �-�w Title: � / �- / � 1133 E LOOP 820 S. FORT ORTH, TX 76112 (SEAL) � (Address) VIGI �,NT INSURANCE COMPANY FEDE I�iSURANCE P e C�� BY• , �(�-�// � Bobb , E. Ma orney-in-fact) (5) � � � . (Address) (Surety) Secretary 15 M untain View Road Warr n, NJ 07061 (Address) NOTE�° Date of Bond must not be prior to date � of contract a � (SEAL) L�'J I�J 1�J C � Witness as to Surety (1) � �2) � �� 3) (4) �� 5) Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct name of Surety If contractor is Partnership all Partners should execute Bond A true copy of Power of Attorney shal] be attached to Bond by Attorney-in-Fact.. � (Address) � � � � � � � � � � II� ,� � � � � � � � BOND I��. 89800866D THE STATE OF TEXAS COUNTY OF TARRANT MAINTENANCE BOND�� KNOW ALL MEN BY THESE PRESENTS: That (1) TRI-T�CH CONSTRUCTION. INC. as Principal, acting herein by and through (2) its d�y authorized and (3) VIGILANT INS CO & FEDERAL INS C�corporation organiz d under the laws of the State o �is surety, do hereby acknowledge themselves to be held and bound to p unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the Stat of Texas, at F�rt WoYrth, �n Tar�ar� C�}uit�, Texas the sum of * ew or an n ia a TWO HiJNDRED SIXTY-ONE THOUSAND ONE HUNDRED NI ETY AND NO/100 .......................... ($261,190.00) in lawful money of the United States, for the payment o�whichsum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do 1� reby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contrac� with the City of Fort Worth, NOVEMBER 16, 1999, the performance of the following described public work an� the construction of the following described public improvements: WATER MAIN REPLACEMENT CONTRACT 98II (1998 STRE�T MAINTENANCE PROGRA1Vn of same being referred to herein and in said contract as the W'rk and being designated as project PW53- 060530175230 and said contract, including all of the specifications, onditions and written instruments referred to therein as contract documents being hereby incorporated herein byu 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 per' �d One (11 Year after the date of the fmal acceptance of the work by the City; and N WHEREAS, said Contractor binds itself to maintain said wo�� in good repair and condition for said term of One (1) Year; and, � WHEREAS, said Contractor binds itself to repair or recon �ruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water��epartment of the City of Fort Worth, it be necessary; and, �� 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 perfo its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions f said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be ; d remain in full force and effect, and said City shall have and recover from the said Contractor and its surety amages in the premises prescribed by said Contract. This obligation shall be continuing one and successive re �overies may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal a tion be filed upon this bond, venue shall lie in Tarrant County, Texas; and, � IN WITNESS WHEREOF, this instrument is executed in $ counterparts, each one of which shall be deemed an original, dated NOVEMBER 16. 1999. � ATTEST: �� / il�/✓ ...�� Principal) Secretary � (Seal) � Witness as to Principal /�� ` � as�rrn ` /,t� (Address) � ATTEST: TRI-T�CF i� : Title: ; NSTRUCTION.IN , P� L� �� S_ � (Surety) Secretary (SEAL) �J� I�,y�YWJI � . itness as to Surety P 0 Box 870 Fort Worth, Texas 76124 F6 �W 1133 E. LOOP 820 S. FORT WORTH, TX 76112 � Address t ) ��VIGILANT INSURANCE COMPANY ` BY• G�Z��' . Z� B�`bby E. May�ttprq(ey-in-fact) (5) � 1 5 Mnnntaitt� V� ew Rd, WarTenTN.T +� (Address) NOTE: 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 true copy of Power of Attorney shall be attached to Bond by � Attorney-in-Fact. �� I#I � L�J I� IMPORTANT NOT�CE . � �� ,� To obtain information or mak �a complaint: You ma contact the Texas De artment of Insu�ance y p , to obtain ulformation on companies, coverages, rights or �Complaints at: ! � 1-800-252-3439 � You may write the Texas Departme�t of Insurance at: a � P.O. Box 14910 � � Austin, Texas 78714- � 104 Fax # (512) 475-17 1 L�J � � I�I � � � C� � w PREMIUM OR CLAIM ISPUTES Should you have a dispute concerning your p�mium or about a claim, you should contact the agent or the company first. I Fthe dispute is not resolved, you may contact the Texas Departm �t of Insurance. ATTACH THIS NOTICE TO��YOUR BOND This notice is for information only and does not `ecome a part or condition of the attached documen . s � � 0 I�J '�I �J L�J I�I �,jj lu LJ � � POWER Federal Insurance �om an Attn.: Suret De artment C Chubb p y y P OF Vigilant Insurance �ompany � 15 Mountain View Road Surety ATTORNEY Pacific indemnity ompany Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana co ration, VIGILANi INSURANCE COMPANI(, a New York corporation, and PACIFIC INDEMNITY COMPMfY, a Wisconsin corporation, do each hereb constitute and appoint Kyle W. Sweeney, Charles D. Sweeney, Bobby E. Mayo and Tamara E. Murzay of Fort Worth, Texas----------- each as their true and lawful Attomey-in-Fact to execute under such designation in their na es and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds (other than bail bonds) and undertaki gs given or executed in the course of its business (but not to include any instruments amending or altering the same, nor consents to the modificatio ' or afteration of any instrument referred to in said bonds or obligations). In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURAN E COMPANY, and PACIFIC INDEMN(TY COMPANY have each executed and attested these presents and affaed their corporate seals on Mare �� 10 , 1998• r � /r/.r.s�.l'L�Cy Kenneth C. Wenc�el, Assistant Secret'ary �� l,�i�-�- � Fra E. R'�bettson, Vice�resident STATE OF NEW JERSEY l i ss. Coumy of Somerset or+ March 1 �. 1998, before me, a Notary Public of New Jersey, personaliy me Kenneth C. Wendel, to me known to be Asslstant Secretary o( FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDE„ ITY COMPANY, the companies which execuled the foregoing Pw�ror of Atlomey, and the said Kenneth C. Wendel being by me duly swom, did depose an say that he is Assistant Secretary of FEDERAL INSURANCE CONPANY, VIGILANT INSURANCE COMPANY, and PACIFlC INDEMNITY COMPANY and Im he corporata seals thereof, that the seals affixed to the foregoing Power of Ariomey are such corporate seals and were thereto affaed by authority of the By-Laws said Companies; and that he signed said Power of Attomey as Assistant Secretary of said Companies by like authority; and that he is acquainted with Frank E. R rtson, and Imows him to be �ce President of said Companies; and th�t the signature of Frank E. Robertson, subscribed to said Power of Attomey is in the genui e handv�riting of Frank E. Robertson, and was thereto subscribed by authorty of said By-Laws and in deponenYs presence. a Notarial �eal �a. �C� — � +� OTP�2Y �: .f.e-4 P , i/./� ' `'`�� —� THERESA Ei. C HOWSKI otary Public p�"j� �� Publtc, Sta e oi New Jer � �'v� �.�y�� CERTIFICATION No. 0014101 � Extract from the By-Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURAt��a� P�k�:l� RQ@�MNITY COMPANY: � �i� J � L�J LI l^J 'AII powers of attomey for and on behalf of the Company may and shall be executed Chairman or the President or a voe President or an Assistant Vice President, jointly respective designations. The signature of such officers may be engraved, printed officers: Chairman, President, any Vice President, any Assistant Vice President, ar Company may be affaed by facsimile to any power of attomey or to any certific Attomeys-in-Fact for purposes only of executing and attesting bonds and undertaldn� any such power of attomey or certificate bearing such facsimile signature or facsimi any such power so executed and certified by such facsimile signature and facsimilE respect to any bond or undertaldng to which ft is attached " ' the name and on behalf of the Company, either by the - ith the Secretary or an Assistant Secretary, under their lithographed. The signature of each of the following Secretary, any Assistant Secretary and the seal of the e relating thereto appointing Assistant Secretaries or and other writings obligatory in the nature thereof, and seal shall be valid and binding upon the Company and �eal shall be valid and binding upon the Company with I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that . (i) the foregoing e�ctract of the By-Laws of the Companies is true and correct, � (ii) the Companies are duly Cicensed arxi author¢ed to transad surely business in all of the United States of America arxJ the District of Columbia and are author¢ed by the U. S. Tr�sury Departrrierrt; fiirther, Federal ►gilant are licer�sed in Puerto Rico and the U. S. Vrgin Istands, and Federal is licer�ed in Arr�ican Sarnoa, Guam, and �ch oi the Provi ot Canada except Prince Edward Island; arx! (iii) the foregoing Power of Attomey is tn�e, correct and in full force and effect. � Given under my hand and seals of said Companies at Warren, NJ this 16th day�* f NovemhPr , 19 �. `�SUF1Mt�F ��o��►' ta �t�5��t�' � ,y �'0 �c.`��c�foy�� "'� c`� � ¢' � � �g . �— * � i2 � � ic �',, 11 `,`ti i +� �N11AN�' KlS MS�� NEW�1f0�'k- .� �� Kenneth C. Wendei, Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VER =Y THE AUTHENTICITY OF THIS BOND OR a NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT JS AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903-3485 Fax (908) 903-365� e-mail: surety cLDchubb.com cu�vi. t� 1JJUP.L tiJ t'� tiraii+.i� vi�1 11VrVN"it111VLV VLVL1 Ot VV1VrL.LtJ LVV l�ll'rR1J �UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE OF INSR�ANCE NEITHER AFFIRMATIVELY NOR NEGATIVELY AMENDS, EXTENDS OR ATLERS THE COVERAGES AF RDED BY THE POLICIES LISTED HEREIN. CERTIFICATE OF I�V URANCE � L�l � u � L�1 u C TO: CITY OF FOR7 WORTH, TEXAS �fi 1000 THOROCKMORTON ST., FT WORTH, TX 7610� ' NA�1�iE OF PROJECT: Water replacement contract 9��11(1998 Ledoux Dr, Thompson St Date 11/19/99 STM) Cliff Park, Georgian Rd, PROJECT NUMBER: PW53-060530175230 D.O.E. 2��3, 2321-2323 THIS IS TO CERTIFY THAT TRI-TECH CONSTRUCTION, ;�LNC. , 1133 E LOOP 820 S, FT WORTH, TX (Name and Address of Insured) ' 76112 is, at the date of this certificate, insured by this Com�any with respect to the business operations hereinafter described, for the type of insurance and" in accordance with the provisions of the standard policies used by this Company, and further h��einafter described. Exceptions to standard policy noted on reverse side hereof. , Workers' Compensation Comprehensive General �iability Insurance (Public Liability) Polic� No. U�2lOD1��+15 CO210D1396 CO210D1396 CO210D1396 TYPE OF INSU ANCE I JEffective � ,+xpires I 4/30/99 4,30/p� 4/30/99 4�30/00 Blasting n Collapse of Buildings �J or structures adjacent to excavations � Damage to Underground Utili�ies Builder's Risk � * Comprehensive ,�utomobile � u �� J IJ u � LJ 4/30/ 99 4/30/gg CAP210D1384� 4/30/99 99� � 4/30/00 �C /��/30/ 00 30/ 00 � Limits of Liability � I�500�000./500,000./500,000. Bodily Inj ury: Ea. Occurrence: $ l, 000, 000. Property Damage: COMBINED Ea. Occurrence: $ SINGLE LINI'I Ea.Occurrence: $ Ea. Occurrence: $1,000,000. CSL Ea. Occurrence: 6odily Injury: Ea. Person Ea. Occurrence $1,000,000. $1,000,000. $ COMBINED Liability �� Property Damage: SINGLE . � Ea. Occurrence: $LIMIT � � Bodily Injury: Contractural Liab.ility CO210D1396 4/30/99 �'/30/00 Ea. Occurrence $1,000,000. �� Property Damage: COMBINED Ea. Occurrence: $ SINGLE LIMI7 ** Other UMBRELLA UB210D1415 � 4/30/99 4/30/00 �$4,000,000. BI & PD Locations covered: TEXAS �� Description of operations covered: SEE ABOVE PROJECT t The above policies either in the body thereof or by ap ropriate endorsement provide that they may not be changed or cancelled by the insurer in less th .n��X�) days after the insured has received written notice of such change/or cancellation. ' TEN(10) � � TEN(10 Where applicable local laws or regulations require m re than � days actual notice of change or cancellation to be assured, the above policies conF ain such special requirements, either in the body thereof or by appropriate endorsement thereto ttached. avelers Lloyds At�encY THE SWEENEY COMPANY *�avelers Indamnity o� T- �*T' -avcT c� in�icm � '� - / Fort Worth Agent P 0 BOX 8700 � fBy � CG�� r /,�1��/I� Address FT WORTH TX 76124-0700 �Title AUTHORIZED REPRESENTATIVE V 817-457-6700 ` • ,� � � L�J � I�J � �^ � L*J � LRJ I�I � I � u � LJ � THE STATE OF TEXAS COUNTY OF TARRANT PART G - CONTRACT�N a � �7 THIS CONTRACT, made and entered into N Fort Worth, a home-rule municipal corporation located in Tarra Manager thereunto duly authorized so to do, Party of the First TRI-TECH CONSTRUCTION. INC. of the City of FORT State of TEXAS. Party of the Second Part, hereinafter termed "i : 16, 1999 by and between the City of County, Texas, acting through its City rt, hereinafter termed "OWNER", and 'ORTH. County of TARRANT and ATTT A /"�TllTf) WITNESSETH: That for and in consideration of th� payments and agreements hereinafter -i� 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 � art (Owner) to commence and complete certain improvements described as follows: , WATER MAIN REPLACEMENT CONTRACT 98II (1998 a TREET MAINTENANCE PROGRA1Vn And all extra work connected therewith, under the terms as sta �d in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materia , supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessorie and services necessary to complete the said construction, in accordance with all the requirements of t Contract Documents, which include all maps, plats, blueprints and other drawings and printed or wr tten explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employe � by the Owner, each of which has been identified by the endorsement of the Contractor and the Engine rs thereon, together with the Contractor's Written Proposal and the other parts of the Contract Docu ents hereto attached, including the Fort Worth Water Department General Contractor pocuments an General Specifications, all of which are made a part hereof and collectively and constitute the entire co, ract. G1 � � � � 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 8 counterparts in the year and say first above written. City of Fort Worth, Texas (Ownerl r Party of the First part � �� , BY: /�,.�''l -�. --�„. �! Ur�-v��-.�- L' ASST. City Manager CW � ATTEST: ,/�.�c., 7,u,r� C��L�-� � __ �ll�y�'� � ity Secretary (Seal) �1.�/��f�►Y.Y�.� �TRI-TECH CONSTRUCTION, INC. ,,,,� 1133 E. LOOP 820 S. FORT W RTH, TX 76112 � Contracto � ^ By: / � Title: �/�C' �j� APPROVED: � � °'�-E=�-�l.�l +�1�%�. �'`��''.� `:��'�,�a'�z�aG� ;� �i � � A. Douglas Rademaker, P.E. Director �' Department of Engineering CW � �,.- , _� Approved as to Form and Legality: �J Gary nberger, Asst. City Attorney � "'� f ,��lJ Contract l�uthorization ) �� n�� Date 1 � � � � � � � � � � � � � � � � 1 � � 0 �� PART H j4 � TEST HOLE Dk TA :� � � --- -.--.-.- -.--.----��-- --_ _...---.._ _._.__ ---- -._ .. �� .. _ . . - -- - -. -- -- --.---- - ------ MATEO CO � ULTING ENGIIVEERS, INC. ,� � � � � � � CITY OF FORT WORT� CONSTRUCTION SERVI�ES LABORATORY RESULTS � OR TEST HOLE AND PLASTICI `Y INDEX � � PROJECT: WATER MAINB REPLACEMENT 1998 II DOE NO.: 2293/2321/2323 �' FUND CODE: O1 � __________________________________________________________________________1 �HOLE # 1 LAB NO.: 50588 �� I -LOC�TION: 2112 CLIFF PAkK E/4 � � ----------__-----------------------------------�----------------------------� �3.00" HMAC � 10.00" CRUSHED STONE W/GRAY CLAY � I 7.00" GFtAY CLAY � � ATTERBURG LIMITS LL 54�0 PL w26.7~�PI.l27�.3 YSHRKG: 15,p� �_________.._i MUNSEL COLOR CHART: S/2 GRAYISH BROWN CLAY � � UNIT_WEIGHT__138_0_LBS_PER—CUBIC_FOOT________ _____ __ _ ________` I �T_��`�� I L�1 1� HOLE � 2 LAB NO.: 50589 I . LOCATION: 2136 CLIFF FARK N/4 I -----��---------------------------------------�----------------------------� 2.25 HMAC I 8.00" CRUSHED STONE W/BROWI�I CLAY I _9_50"_BROWN_CLAY^r---------------------------�--------------------------- I -I �ATTERBURG LIMITS: LL: 48.� PL: 25.1 PI: 23��7 SHRKG: 15.0$ I NNNSEL COLOR CHART: 5/2 GRAYISH BROWN CLAY I UNIT_WEIGHT__134_0_LBS_PER_CUBIC_FOOT______—_� ___ I � --------------------------------------------��_______________________---==1 � APPkOVAL: � � R' �JERI DATE TESTED: 04-08-99 DATE kEPORTED: 04-13-99 aTESTED BY: PATTERSON � r a � kOUT NG JOSE �i GAGLIARDI ABE ALDERON FRED �EHIA FILE � � L�' � � �,. � Ll�i CITY OF FORT WOR��H CONSTRUCTION SERVI��ES LABORATORY RESULTS�FFOR TEST HOLE AND PLASTICI�Y INDEX � PROJECT: WATER MAINB REPLACEMENT 1998 II DOE NO.: 2293/2321/2323 � FUND CODE: O1 -------• ------- �--------------------=--=====1 _____________________________________________ -------------- �HOLE # 1 LAB N0. 50533 � � i3OCA�ION: 228 GEORGIAN RD. N/4 , � ----------------------------------------------------------------------------) � 8.50" HMAC � I 11.50" BROWN CLAY �� . � --------------------------------------------------------------------------� �ATTERBURG LIMITS: LL: 57.4 PL: 25.2 PI: 32,�.2 SHRKG: 17.0$ ( MUNSEL GOLOR CHART: 6/2 LIGHT BROWNISH GRAY C� Y � UNIT WEIGHT: N/A LBS.PER CUBIC FOOT � � --------------------- ------------------------- � . HOLE # 2 LAB NO.: 50534 � ZOCATION: 125 GEORGIAN kD. N/4 �--------------------------_------------------.�----------------------------� 2.00" HMAC I 10.00" CRUSHED STONE W/BROWN CLAY ' ( 8.00" BROWN CLAY �E I � ------------------------..___________________.:�..__..____-_--_--_____.._______ � ATTERBURG LIMITS: LL: 48.4 PL: 25.1 PI: 2.3 SHRKG: 14.0$ I f"� MUNSEL COLOR CHART: 6/2 LIGHT BROWNISH GRAY �Y I �1UNIT WEIGHT: 133.0 LBS PER CUBIC FOOT � I __________________________________________________________________________1 � �� APPROVAL: � �j � R�'�;7��1 JERI � DATE TESTED: 04-08-99 DATE kEPOkTED: 04-13-99 � TESTED BY: PATTERSON � � U ROUT�NG �� JOSEPH GAGLIARDI AHE ALDERON FRED�EHIA FILE I*J L#J � � � PROJECT: DOE NO.: �� CITY OF FORT WORTH C�NSTRUCTION SERVI�CES LABORATORY RESULTS��FOR TEST HOLE AND PLASTICI.�Y INDEX �.. WATER MAINB REPLACEMENT 1998 II �� 2293/2321/2323 � FUND CODE: O1 #� � r�� ' 1 � � ��J ____________________________________________-�_-____-___-_________-___-====1 HOLE � 1 LAB NO.: 50531 � -LOC�TION: 7401 LEDOUX DR. E/4 � -------------------------------------__--------�-----------------------------� 1.75" HMAC ' � 9.00"' SROWN CLAY W/CRUSHED STONE (STABILIZE� MATERIALj � 9.00" BROWN CLAY � --------------------------------------------- ------------------------------ � ATTERBURG LIMITS: LL: 35.8 PL: 18.4 PI: 1'j.4 SHRKG: 11.0� � MUNSEL COLOR CHART: 6/3 PALE BROWN CLAY � UNIT WEIGHT: 132.0 LBS PER CUBIC FOOT � � ____________________________________________�________________________=====1 HOLE # 2 LAB NO.: 50532 ,; � LOCATION: 7259 LEDOUX DR. W/4 � --------------------------------------------�------------------------------� 1.50" HMAC � 11.00" CRUSHED STONE W/BROWN CLAY r I _8_00"_BROWN_CLAY---------------------------�-----------------------------i I ATTERBURG LIMITS: LL: 26.1 PL: 16.2 PI: 9.3 SHRKG: 6.0$ I MUNSEL COLOk CHART: 6/3 PALE BROWN SANDY CLA' I U�1IT WEIGHT: 131.0 LBS PER CUBTC FOOT ' ( ____________________________________________'________________________=====1 � APFROVAL: RY �EkT � � DATE TESTED: 04-08-99 �DATE REPORTED: 04-13-99 TESTED BY: PATTERSON � � ROUT�NG JOSEI?H GAGLIARDI ABE �ALDERON FRED�EHIA FILE� � � �' � CITY OF FORT WORT�i CONSTRUCTION SERVId,�S � LABORATORY RESULTS �'OR TEST HOLE AND PLASTICIT�C INDEX �! l..�PROJECT: WATER MAINB REPLACEMENT 1998 II DOE NO.: 2293/232112323 �� FUND CODE : 01 �� ' -----------------------------------�--------_�-----------_________=__=====1 �� ; �� I �HOLE � 1 LAB NO. 50590 �,OCA�ION: THOMPSON ST. @ W. NATALIE DR. N/4 � ��..��..�.��.� i' ...�.......��.�.�..�.��...�...�� I �2.25" HMAC � 8.00" BROWN CLAY W/CRUSHED STONE (STABILIZED�MATERIAL) � 9.75" BkOWN CLAY I ---------------------------------------- ----------------------------� �ATTERBURG LIMITS: LL: 57.0 PL: 23.8 PI: 33 2 SHRKG: 14.0� I MUNSEL COLOR CHAkT: 7/3 VERY PALE BROWN•CLAY • I �UNIT WEIGHT: 134.0 LBS PEk CUBIC FOOT � _____________________________________________�____________________________� HOLE # 2 LAB NO.: 50591 � I ��OCATION• 329 THOMPSON ST N/4 I --------------------------------------------------------------------------� 2.75" HMAC � �10.00" CRUSHED STONE W/BROWI�f CLAY � � 7.25" BROWN SANDY CLAY ' � ------------------------------------------�--- -------------___-------------� �ATTERBURG LIMITS: LL: 23.3 PL: 16.8 PI: 6 5 SHRKG: 5.0$ I ,MUNSEL COLOR CHART: 6/4 LIGHT YELLOWISH bROWN SAND I UNIT WEIGHT: 136.0 LBS PER CUBIC FOOT I �_____________________________________________�___--__________________=====1 �APPkOVAL: � � R JERI DATE TESTED: 04-08-99 DATE REPORTED: 04-13-99 �TESTED BY: PATTERSON �� ROUT I��1G JOSEP{k �AGLIARDI ABE bERON FRED HIA FILE ` � � L�� Q � � � ' � � � � � � � � � � Q � � 0 � , �� PART I z TxDOT APPROVA NOTICE 4� h . � ' . MATFO CONS�lLTING FIVGINEERS, INC. � � ��,��„ i��x� iit��. u��-��,� (Prr��iou; \'crsi�mv Ob>i�l�t�l 'i �� , L�1 � (�I � l�J �-� � l�1 I�1 1'0: Fort Worth Water Department cio Department of En�ineerin� P. O. Box 870 Fort Worth, Texas 76101-0870 Permit # 220-W-155-99 Hwy. No. I-3�W Maintenance Section No. 03 County: Tarrant Attn: Rick Trice, P.E. � Date: April 27, 1999 Reviewed & Issued By: G. Rodriguez The Texas Department of Transportation (TxDOT) offers no objection to the lo _�tion on the right-of-way of your proposed 8" water line as shown by accompanying drawings and notice dated April l 6, 1999, excep � as noted below. i� Additional Requirements: Traffic control devices shall be in strict accord'nce with the Texas Manual on Uniform Traffic Control Devices. Your attention is directed to governing laws, especially to Article 6674w-1, Vemon's Annotated Civil Statutes of Texas, pertaining to Control of Access. Access for serving this installation shall be limited to acces `via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, 8 trails along or near the highway right-of-wa 'lines, connecting only to an intersecting road; from any one or ali of which entry may be made to the outer portion of the highw y right-of-way for normal service and maintenance operations. The Owner's rights of access to the through-traffic roadways and ra� ps shall be subject to the same rules and regulations as apply to the general public except, however, if an emergency situation o�curs and usual means of access for normal service operations and will not permit the immediate action required by the Utility O�ner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary rig t of access to and from the through-traffic roadways and ramps as necessary to accomplish the required emer�ency repairs, provided �xDOT is immediately notified by the Utility Owner when such repairs are initiated and adequate provision is made by the Utility O� er for convenience and safety of highway traffic. �p It is expressly understood that the TxDOT does not purport, hereby, to �ran�` any ri�ht, claim, title, or easement in or upon this highway: and it is further understood that the TxDOT mav require the owner tg relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. � You are requested to notify this office prior to commencement of any routine o��periodic maintenance which requires pruning of trees within the highway right-of-way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducin; dama,e due to trimmin�. � Tlie installation shall not damage any part of tl�e fii�i��vay and adequate provisio s must be made to cause minimum inconveniences to traffic and adjacent property owners. ln the event the Owner fails to comply ,ith any or all of the requirements as set forth herein, the State may take sucli action as it deems appropriate to compel compliance. GENERAL SPECIAL PROVISIONS: � Special Requirements for installation of Utilities on Hi�l�way Ri�ht-of-Way Backfill of Utility Trenches, Rev. Feb., 1971 Utility Construction Work on Saturdays and Sundays for Utility Installations Authorized by Utility Permit. Utility Policy Chart. . Details for Installin� Underground Utilities in Vicinity of Trees. � REVEGETATION SPECIAL PROVISIONS: In order to minimize installation, the project will be revegetated as indicated on the attachment. 3 � � erosion and sedimentation resulting from the proposed � The Utility Contractor shall contact the proper City Authorities prior to constru Sion. � hat Please notify Glynis Rodriguez at (817) 370-6585, forty-eight (48) hours pr,�or to starting construct�on of the I�ne in order t � we may havve a representative present. . , Texas Departrnent of Tra sportation-Fort Worth D Steven : Simmons, P.E. � istrict �n��ineer � M — i / /_,�_ ��j�- � % ,�- , _ �" �\ C:� �L.� � Perry G. Burnett -•''L=-� District Right of Wa" Utility Supervisor � � ' �� APPROVAL. L�I LI � '� � � �L�J Notice of Proposed Ins� allation Utility Line on Non-Controlled A� cess Highway Form 1023 Rev. 9-93 � To the Texas Trans ortation Commission Dat�M April 16, 1999 P c/o District Engineer Texas Department of Transportation � P.O.Box 6868 � Fort Worth, Texas 76115-0868 Formal notice is hereby given that the Fort Worth Water � enartment proposes to place an 8-ich P.V.C. water main within the right-of-way of Geo�gian Road and Interstate Highway 35W Service Road in Tarrant County, Texas as follows:(give 1�'cation, length, general design, etc.) � The existing 6-inch P.V.C. water main in Geogian Road be rep r3ced with 8-inch P.V.C. water line and will be connected to the 16-inch existing water main in Interstat� Highway 35 W Service Road . M �� The line will be constructed and maintained on the highway .ight-of-way as shown on the attached drawing and in accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDOT), and all governing laws, including, but, ot limited to the "Federal Clean Water � Act", the "Federal Endangered Species Act", and the "Federal �storic Preservation Act." Upon request by TxDOT, proof of compliance with all governing rules and �Pgulations will be submitted to TxDOT before commencement of construction. � Our City will use Best Management Practices to minimize eros n and sedimentation resulting from the proposed installation, and we will revegetate the project area a indicated under "Revegetation Special Provisions." � L�J Our City will insure that traffic control measures complying wit applicable portions of the Texas Manual of Unrform Tra�c Control Devices will be installed and maintai ed for the duration of this installation. F The location and description of the proposed line and appurtenances is more fully shown by Four (51 complete sets of drawings attached to this notice. � � Construction of this line will begin on or after the � � , L� L�J day of, 199 . k � Firm: Citv of Fort Worth EnQ. Dept. of EnQineerinQ . J�� B Rick Trice. P.E. ��'—'�Z� ( . Ti$ e:Manager,Consulting � Services Address: P.O. Boa 870 ' Fort Worth, Texas 76101-0870 P�one No. (817)-871-7959 �� s � � � � LJ � � ^ o� +-� �6 u � � 'v ia O � w >+ U ) ++ .--t �+ O V II. H � � N � L �� i� � 3 d N m � � � � .-a Cl. O U � y O � v UL].1zi.y tlFirtuai �� yM CONTROLLED ACCESS HIC�HWAYS H a � H a ca zA ¢� � � `�' z � W � � � � � O x c� N a x STANDARD REQUIREMENTS Locetion - Ncar RW line. Crossir.gs epprox. perpendicular. Veat - pc least one required. Nerkers - Requtred. DeDth -��18" u�ual end 12" minimvm or � diam. o£ easing under subgrade. 30" [o[al clear depth a[ ell points vhere encased. 36" total clea: depch where no[ encesed. (Longi[udinal) Encasemen[ - Under roadvays, ditches, s[ruc- tures and center mediarts. Excepcions sllowed for vlde medians. � W Location - Near RC1�! line. Crossings approx. � � VJ perpendiculaz. 6 Murkers - Required. � U �� z DeP[h - Hinimwn 18" undcr subgzade or 60" ��7 under pevemen[ sur[ace. 48" minimum under k,7 �, ditches. cxceptions may be ailwed if pro- _�-_, 0 tecteJ by reinforced coacrete slab. � H Encasement - NoC required if velded steel t/� �7 cons[rtution of heavier vall Chickness and/or higher strength s[eel, coated and q vrapped, ca[hodically protected and o[hez t"'� meesures es required. Limi[s of pro- � p� tec[ion are the same as [hat For encase- �"a H men[. � ..] W Lnca[ion - Neer ROW 1Sne. Crossings apyrox. � perpendicular. � DeC[h - IE" usual and 12" minimum or � diam. y� unJer subgrade. 34" [otal clear depth below � surface. Encasement - Sane as for encased high pressure � cn llnes or none if cathodically protected and a� agrc:� to no future pavement cuts. Loca[ion - Near RC►: linc. Cro�sings zpprox. perpendic�lar. Dep[h - I8" usual and 12" mintmum or � diam. under subgrade. 24" total clear depth belov surfece. j Encnsement - l�nder roadvays to center o£ di[ch and under medians. Excep[ion allowed for wide meidan, for pipe of 30" or greeter diem. undez lw volume frontage roads, and under side road en[rances ahere jUstified by traffic, road condi[ion, and lc+cal practice. a � W c-� 3 � � � I� u � Loca[io�t - Near RUW lire. frossings approx. � perpendicular. � Depc}i - 1$" usual e.nJ 12" minimum or 4 dixm. W under subgra��. 24" r.ctnl cleor depth bela.r (� SUtPBCP.. � @ncasement -(hily y� unuer Fre�sure or dces � nut meer. .�8ndards. If encnsed, same as p.,'' tiBCeT 11I105. � :uteriel: - Cast iron or equel at crossin�s ;--� of nigh v�li�me road�.�ays. Others permitted � for longfindinel lines and crossing� of la+ Q vc�tume roadvays. � � ' ,EXC�PTIONS FOR EXISTING LINES Loc �tion - May deviate from perpendicular. Urban lon tudinal lines may remein in outer separation. De t Minimum total depth of 24" lf encased or 30" f aot encased nay be permitted. (Longitudiaal) Enee ement - Uader zoedvays, ditches, stzuctures andj"benter medians. Exceptio�s allocred for vide mediins. il • Loci ion - Mny deviate from perpendicular. Utb�n longitudinal liaea mey rev,ain in outer ieparation. Narifers - Required. • �De t�h - ho exceptiona permitted. EncYsement - Not requized if velded eteel con- st ction of heavier wall thickne!ss end/or higher str ngth steel, coated and vrnpped, cathodically pro,ected and other measures as required. Limits of rotection are the same as that for eacasement. �� Loe tlon - Mey devie[e from perpendicular. Urban long tudinal Lines may remain except under center a+ed�ans, roedways in the controlled access sres. or�any other roadvay to be (re) conatructed, pr ided there will be no future pavement cute ot er thaa vn Iw volume frontoge twds. De th - Hinimum total depth of 18" my be permitted. En asement - No exception permitted. 'r Loca[ion - May deviete fran yeryendlculaz. Urban lon itudinal lines mny remaln except under center med ans. roadvays vithin the controlled aeceas are , or any other roadvay to be (re) eanatrueted, pr ided there vill be no future pavement cuta o[h� r than on Lw volume frontage roads. De� h- Mini.man eocnl depth of �18" may be permitted. Encesement - Mey be omitted for pipe of 24" or gre��er diam. under Iw volume frontage roads. �` I L e[ion - riey devfate fran pe.rpendieular. Utban 1 gicu3inal lines may remain except under een[er ma ians and roadvays in the contsolled access a ga, yrwided [hey are of satisfactory qualtty a� depth, mer�t:oles are adjusted, •nd futute aer- v�ce lines will not violate access contre2 or d curb any roadvay. * eriels - Requlrements for matcrials mey be v�ived if line is of satisfactory qualtty. D p[h - Hinimum total depth of 18" mey De petmitted, � �flt2 8 `� Shee t 56 of 61 z 0 H dF U H z .. � C� . y � q u Q N 0.�i 'O W s+ O O R. w � � � U � � O W � "' o H � a a� O L a ,.� �. .-� H 3 � ►a N O � N a a •� W L P� a, 5 a � L3. � O U O �.r N O H v � � a � � O U Utility Manual a GONTROLLED ACCESS HIGHWAYS STAAIDARD REQUIREMENTS Loc�tlon - Ianqitudinal--1' Go 3' from NG41 or bchind cuter cutb. Short exceptione peceiitted, Cro+�in��--No polee in median, Polc 1n �u[cr sep�rntion anly vhen RQf !e over ]00', nnd munL be JO' from msin lane •r�d TO' tran rncep nhoulder cdQe. Crosainga approx, perpendicu- ler. At e[ruetuzee, reroute around appro�che• , or sufficlen[ to ptovide 150' hori:ontal or 30' vertic�l elenrence. Verticel Cleirance - 18' for caouaication lines and 22' or greatez •s r�quired by lav for pover 1lnes. lYoc of Conatructlon - Longitudin�l Ilnea •h�ll be •ingle pole con�tructlon. Locntinn - Near ROW line, crossings •ppcoK. perpcndiculer. LonRitudinel 11nee iu y be pirced hy plovinA or open trench. Mnrkrrn - R��tr�d. P�'nch - lA" ue��nl �nci 12" elnlanun of y�Ilnm. of �,�etng �mdrr euhRr�Je. '!tl" totnl clrnr dtpcl� nt �ll polnt■ vliere encn�ed, Ence+ement - �Inder roaAvaye, ditchee, �truc- tures nnd center.roedlene. Exception• allowed for vide mediana. Locecton - Near ROW llne. Croseings approx. perpendic�lar. Depch - 18" under pavemenc.` 24" outalde pave- men[ area, lncluding ditches. Enca�emen� - None requlred unlcee dtzecfed by pCetrict EnKinecr Enr hazerJou• l�e�tlon� +ueh s� n�er brldRen, stTuc[utee, etc. Sficre encaee- aw�nl nnC ln�lnlled, ut11i[y ■I�ou1J �Kr�o l� nn + .pllvOmt��tl Cpi e. . _ + EXCEPTIONS FOR EXISTING LIPILES Locntton - May devi�te Erao perpendieular. Vcrticnl Cleerancc - No exceptioa pesrttted. YYce of Con�cruction - No c:ception per�ltted. Loce[!on - Mey devlate fzoR pezpendlcu2ar. UrLAT lonRitudinal line� My re�sin in wter �eparation. �•nth - Mini�un tot�l depth of 24" !f •nc�eed or 'f�" !f not ehe�Med My Ix peruttted. F.nc��enent - No exe�ption� perwitted, Locatloa - tley deviate froa perpendieular. ►fiere enc��e�ent aot in�talled, utilicy �hould agree to no pavewent euts. Longitudinel iln�n wy rewaln ezcepC ander certter �edtana, thrwgh-tzaffic road- v�yn or conneeting rwdvsys (lncluding �houlders). Depth - tfiere �tertul• nnd other eondicions jusclfy, rxceptlnn• ay hr perntt[ed for reductton ol h" from Nlainl�rJ r�qulr�r•nlN. � � � � � � � I^ I =i � � IJ � � u � a � � Rev . 8- 75 PZa te 8 Sheet 57 of 61 L�J L�J [!I u C � � Ij� J !1 � � I� �I C� l�J �J L�J � � '!J � 'rEXAS DLF'ARTTtENT OF TRANS�PQRTATION DIST'RICT N0. 2 SPECIAL REQU1REh1E?��TS FOR 1NSTALI.ATION OF UTIL ._ IES ON HIGHWAY R"TGHT-OF-WAY �E il) Coordination of Work with HiQhway Contractor o ykState Forces If any portion of related highway is under con ruction, no Utility Owner's Forces or Contractors shall enter within the highway „lght-of-way without first consulting the Highway Contractor and making necessary arrangements to coordinate installation of its tacilities with Highway Construction. � All work relative to installation of Utility er's facilities shall be conducted in such manner as not to interfere in any way th operations of the Highway Contractor. The above requirements with respect to coordin tion of work with Highway Contractors shall likewise apply to work heing done by Sta Forces. (2) Chan�es in Location of Proposed Utilities No changes shall be made in approved location � utilities within limits of highway right-of-way without prior authorization of Te s Department of Transportation. (3) Adiustrnent of Utility Poles and Appurtenances � a No deviatior�s shall be made from the location o,� underground lines approved or designated by the Texas Department of Transport��ation either during planning or construction to avoid utility poles. Where su "h poles are adjacent to any proposed underground line, Utility Owner shall make nec ssary arrangements with other Utility Gwners for moving poles and appurtenances and/,r supporting same during trenching operations. t� Any poles, anchors, etc. relocated to clear th proposed underground line shall be moved toward the highway right-of-way line and location shall be subject to the Texas Department of Transportation approval- 1 (4) Submission of Project DrawinQs to State ru Prints of detailed drawings showing exact plan'�location and profile of undergrou.nd line shall be submitted to Texas Department ot Transportation weZl in advance of construction of line, for verification that lo,aticn of line is in accordanee with requirements specified herein. ' w �5) StakinQ of Utility I,ines in Advance o£ Constru tion iJtility lines shall be staked well in advance f construction of line so that Texas Department of 'I'ransportation can inspect.� staking to verify that alignment conforms to requirements set out herein and th,at there is no conflict with higt►�ay facilities. Utility Ok�ier shall �ive Texas Department of �ansportation not less than �8 nours notice ahead of time �.•hen st�king of line wil be completed. ROW Utility Sect ic�n Januai-y 2R, 199�' � -2- (6) N��teifi�ation of Abandonment. of Locatio:�. Aut:}ioi�izc�d by 1'crmit a�ld Assi,�nment o: Authorized Location to Other Utilitv Owners IJ � It is ex.pected that where the installation of utility line has been authorized, such installation will be made within a reasonable period after approval of permit, a otherwise, the Ter.as Department of Transportation reserves the right to assign the location originally approved for the line to another utility. If construction of Utility line has not been started within 4 months after date of approval, the Utility Owners shall immediately notify the Texas Department of Transportation whether it is still intended to install the line and the date construction will commence. If the owner intends to abandon all or any part of the authorized location, the Texas Department of Transportation shall be informed accordingly so that such abandoned location may be assigned to other utilities if deemed necessary by the Texas Department of Transportation. (7) Inspection by Texas Deoartment of Transportation Representatives Utility Owners shall inform their forces or contractors that all utility installations authorized by Utility Agreement or Permit sha�l be subject to such inspection and tests as may be deemed necessary by the Texas Department of Transportation to verify that work is being done in accordance with the Texas Department of Transportation requirements. All supervisory personnel shall be instructed to furnish such information and cooperation as may be required to perfoi�n such inspection. (8) Copy of Permit on Job Site L�'1 L�J L�'J CI� L�JI � A copy of the approved permit shall be kept on the site of the work at all times wnen� work is in progress. (9) Full-Time Supervision and Inspection O The Utility Owner shall provide competent full-time on-the-site supervisors or inspectors for all utility installations either authorized by permit or covered b�: � utility agreement with the Texas Departsnent of Transportation. (10) Incorrect Location of Utilities Any pipe incorrectly located during construction to conflict with any highway � structure shall be removed and laid in proper location at entire expense of Utility Owner. � (11) Protection of Hi�hwav Facilities DurinQ Installation of Line All construction operations relative to installation of the pipeline shall be � conducted in such manner as to protect highway facilities from damage at all t'_rne=• � (12) Disposal of N:xcess Excavation and Clean Uo � F.xcess material S�rom trench es:cavation shall be removed from highway right-of-��ay an•, j�b site cleaned up and left in satisfactory condition. � i iZUk' llt i 1 i t v Sec t. i on Januar�� 2;i , ] 9�? � a !I � � -3- � � ; ,F (13) R�{�a�r and hePlac,ement of Ripran and Earth Slopes Any existing riprap cut by trenching operationsi hall be replaced and surface of new � riprap finished to match that of existing ripra� Concrete riprap shall contain not less than 3 sacks of cement per cubic yard of c�crete. Reinforcing steel shall conform to that of existing riprap. , ��*I � � � u Slopes of highway cuts and embankments damaged 'y any operations relating to installation of utility shall be repaired and r'tored to the exact contour existir�g prior to initiation of the utility project. A1 earth placed in the restoration of slopes, etc., shall be compacted to a density e al to or greater than that of the original slope as directed by the Texas Departm t of Transportation representative. (14) Replacement of Base and Pavements Where removal of base and pavement has been aut orized, all such base and pavement shall be replaced as directed by the Texas Depa tment of Transportation � representative. �. � All existing pavement and related flexible or c ncrete base, which is to remain in service either permanently or temporarily, or t be incorporated as a part of the highway project, shall be replaced. a(15) Repair and Restoration of Soddin� Where sodding is disturbed by excavation or bac�filling operations, such area� shall be replaced by mulch sodding on all slopes of 2�' or less. All slopes over 27 sh21.1 be replaced by block sodding. � : • !16; Installatior, of Lines Beneath Pavements ` ' t No open cuts for pipe trenches shall be made ac oss any pavement beneath main highw�.: traffic lanes or turning lanes, acceleration la es, deceleration lanes and otrer similar facilities unless specifically authori d by the Texas Department of Transportation. Pipe shall be installed by bo��ng and tunneling and all such tunneling and boring shall be cased and pressu�e grouted to seal voids betwee:. casir.; and adjacent earth. Open cuts will be permitted across pavements of existing street connections, �:here pipe trench is adjacent to and parallel with hi hway right-of-way line and where pavement has not been recently constructed. NoFopen cuts will be permitted across such connections where new pavement has just b en constructed without written permission of the Texas Department of Transpor tion. es � (17) CasinQ of Lin Utility lines carrying liquids or gases under pressure may be installed uncas�d in accordance with the Texas Department of Transp�irtation Utility Accommodation =o];c�:. Water lines crossing beneath culverts shall be cased and casing shall project �' bevond outsid� limits of culvert. Voids aroune casing, placed by tunneline �` borin�, sh,�] 1 hc� pressure grout.ed. _ P . J � � ni i�J �� I'�� I �, � �'D�ti t)t 1 1 1 L`: 5�'c' 1 7�`11 Ja»uary 28 , 1 y9.' I�. � -4- ( 18) Use of �>:Ulosives Ll � No explosives s}�all be used kit}iin limits of highway right-of-way without written permission of the Texas Department of Transportation. � Requests for permission to use explosives shall include the following information: (a) Location of hi'ghway where use of explosives is proposed. � (b) Type and amount of explosives to be used. If the use of any explosives is permitted, all blasting operations must be conducted � in such manner as to completely protect adjacent property and the traveling public and not interfere with highway traffic. No blasting will be permitted in the � vicinity of any structures or beneath any pavements which are to remain in use. (19) Protection of Hi�hway Traffic, Barricades, WarninR SiQns, Etc. No construction operations relative to installation of utilities will be permitted within the limits of existing pavements carrying traffic, or shoulders adjacenL thereto, unless specifically authorized by the Texas Department of Transportation. Excavated materials shall be kept off pavements at all times. L� i.�l Barricades, warning signs, flares, flashing devices, and Flagmen shall be provided b•� the Utility Qwner or his Contractor when necessary. � (20) F'rotection of Existin� Utilities (a) Prior to selecting a location for a proposed installation or accepting a a location suggested by the State for such installation, the Utility Companv shall take all necessary steps to determine that the location is not , already occupied by another Utility and to determine that no damage will b� dot�e to existing Utilities. (b) �rior to beginning actual construction operations the Utility Company shal' notify all other Utility Companies who may have facilities in the area so theti� can determine if the proposed construction will conflict with or ot.herwise damage their facilities. � (21) Use of Plastic Pipe and Nonmetallic Pioe (a) Plastic pipe may be used for gas lines provided the internal pressure does not exceed sixty pounds per square inch, they are encased from right-of-wa: lir�e to right-of-way line on crossings and have at least thirt}� inches cf cove�•. Tl�e maximum size of plastic pipe gas lines shal] not exceed six D inches. (b) k'}�ei-e nonmetallic pipe is installed longitudinally, a metal wire sha�l be concurrer�tly installed or other means shall be provided for detectior. � purF�oses . LJ �;o�; �:,. � i � t. �. s,�;. � : .. -_ . _ D Jantiai-•� "?�, 1cJy-> C W -5- '� k ,� �; 1 !']as��c Vipe ria�� i�e� usc�d i�r k•at_er lin��s pr�>vicic��i �he mitiimum depth :s ';!) i�lclies. l:ncasement s}iall be as ��rovidf�d it� hu.le �1.�'+S of t1�e UtiliLti� Accommodation Policy. n(22) Above Ground Anpurtenances to UnderQround Utili��ies u Above ground installation, such as pedestals, f�re hydrants, meters, etc., installed � as a part of an underground utility shall be located at or near the right-of-way line, well outside the highway maintenance operation area. � (23) Markers �R The utility company shall place a readily ident��fiable and suitable marker at each right-of-way line for highway crossings exceFt �here marked by a vent. � L l� � l�J '� � C� � �� ' �� a f;U�; I�t � 1 �;:: 5��c•t ��;i Januar•; 2;�, 1��9� � � � �, � � l*J � �J � � � �� '�l � �I � �I f�I �� LJ L�J (A) Descrintion Li�,C�I�7 L.L OF UPI L T'I'Y 1C1iFS �� 'Iliis s�ification st�all gwern bac};fill of tre��rhes whic� have been o�ned for the rer�val, adjust�nt, or installation of utility� lities within the limits of hic�i,,ray ric�it-of-�ray or hightiray c�nstruction projects. ZYpe 1 Backfill shall be used in all cases ex��rt the followirg: i � 2 Backfill, when allaw«1 by the perm�.�, agr�rent, or by the Z�xas Depat-trrn�t of Trans�ortation re}�rnse�ztativ��, may be u_�ed o�nly in t�rhes parallel and adjaoent to right-of-way 1' and in areas where � will be no eartlz work construction or corLstn�ction � f f ic exoe�t that this met�wd m3y be used for placirx3 backfill which will la �be removed by highc�ray oonstruction. 'IYpes 3 or 4 Backfill may be required for ial cor�ditions where the pos.sibility of settlermst or erosion of ill must be elimiuutsd or when, a fter bac.}:f i 11 is started , i t boaxm_s a „p t that `I��e 1 Backf i 11 is uns-uitable. ' 'Iy� 5 Backfill may be �Ged in special lo�ations where allawer3 by the p�erZnit, agre��t, or by the 'l�exas De�artr�nt of �ans�portation �rese.ntative. (E3) 'IVne 1 Backfill (Carm�acte� Backfill) 'I�pe 1 backfill shall consist of ccs��acted mat��xial cbtained fr�c¢n suitable soil excavated frcan the tr�, or frr�n sources �outside the hic�way ric,�t-of-way. Material shall be free of rock, 1�3s, or cl that will not break down tu�r3er cc�action . � Backfill material shall be placed in the in layers not to exceed 6" in de�th ar�d c��acted. Water shall be added as requi _� to facilitate ecxipaction. Co�ction shall be done with rollers or mc�h�ucal ta��s. Use of rollers will be pexmitt�ed only wh� such use is not believed detrime�ltal to any hic�way facility ar�: th� type roller �sc-�1 is aooeptable to the °' �epartm�nt of Transportation repre.sentative. Fhien rollers are e�loyed, � ical ta�s shall be u_�,ed alor�g sides of trencii to ccsig�act any baGkfill that t be reactled with rollers. Cca��actir�g shall be continued until a backfil density equal to that of the adjaoent, ur�disturi�c� material has been abta' � . Where tr�es lie within the limits of drau�age ditches and charu�ls which are in rock , the Z� 1 Ba c}:f i 11 u_� in trenci� shal l be sea 1 ed wi th 1' o f concr'ete bac}:fill struc.k off flush with the top of rric,�. . (C) `Iyne 2 F3ac}:fill {water Jetted BacJ:filll 1 �ype 2 Backfill s}�all consist of suitaL�le ma � ial excavated f�en the t�h or other aoc��tai�le material abL-ained frcen sou outside the high�ray right-of-�.✓ay. a R�t�: ut i 1 i ty s�--t � o�, January 2II, 1992 � � E3ACk:FILL OF U'rILIT1' TRE?�Cfii.5 CUN1''D. �ackfill shall be placed in the trench in layers not to exceed 2' in depth by blading, dozing, or other approved means and then jetted with wa�er delivered under pressure through a meLal jet. After the trench is filled and jetted, additional material shall be mounded thereon and rolled with construction equipment. � (D) Type 3 Backfill (Stabilized Sandy Soil or Washed Sand) Stabilized backfill shall consist of either sandy soil free of lumps and clods or � washed concrete sand, stabilized with two sacks of Portland Cement per cubic yard. If aggregates are not sufficiently moist to produce a mixture suitable for � compaction, water shall be added as required. Either transit-mix or stationary typ mixers may be used. After mixing, the stabilized material shall immediately be placed in the trench in a uniform layers not to exceed b" in depth and compacted as specified for Type 1 Backfill. Compaction shall be completed within two hours after mixing. (E) Type 4 Backfill (Lean Concrete) � Concrete backfill sha? 1 contain ci �1^��..� �+�e--e�r two sacks of Portland Cement p�r cubic{"j yard of concrete as may be specified by the agreement or permit or by tl�e 1'ex,�s u Department of Transportation representative. Concrete aggregates shall be washed. Concrete may be mixed on the project in an approved mixer or in an approved central � mixing plant. Slump shall be between 3" and 6" as directed by the Highway � Department representative. Concrete shall be deposited in lifts not to exceed 18" in depth. Sufficient n vibration shall be done to eliminate voids but care shall be exercised that �� contamination by adjacent soil does not occur during vibration. All concrete shall�`"+ be placed within one hour after mix.ing. (F) Type S Backfill (Uncompacted) �J '� Type 5 Backfill shall consist of materials which have been removed from the trench. � The material shall be pulverized and wetted if necessary, then replaced in the trench by blading, dozing, or other suitable methods. Excess material shall be mounded on the trench and compacted by rolling with construction equipment. ftidges created by such mounding shall be left sufficiently flat so as not to interfere wit[� mowing or other mair�tenance operations. �", � 0 - . a o, R0�' llt.ility Sc>ct.io�� ~ � Januar}• 2h, 1{)9'% � �I�� , k F � k Q UTILITY CONSTRUCTION WORK ON SATU�?KDAYS AND SUNDAYS FOR UTILITY INSTALLATIONS AUTHOR��ED HY UTILITY PERMIT � D J � � L+�l L' � � � � �� Except in case of an emergency as ment�,�oned later here�n, na work which requires inspection by the Texas�Department of Transportation will be permitted on Saturdays or Sundays. ; In the event the Utility Owner believe that Saturday or Sunday work is necessary due to an emergency, such as the necessity to avoid complication in operation of own�r's utility plant, or to avoid delay of the Highway Contractor,�such work will be permitted providing that the Utility Owner agrees to: a� a. Obtain Texas Department of T��-ansportation approval at least 48 hours in advance so�that arrangements can be made to have a Highway Inspe:tor present. Failure to give such advance notice wil�� be sufficient reason to not grant approval for working. b. Require his Contractor equipment on the job to c. Have owner's supe rvisor at all times while the progress. to ha�✓e sufficient personnel and eff'�,iently prosecute the work. or ' spector present on the job above types of uork are in 4J � � .� � D02-1"16 � City of Fort Worth, Texas �1►�Ayar And Caunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 11/16/99 **C-17756 I 30TR1-TECH I 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO TRI-TECH CONSTRUCTION, INC. FOR WATER MAIN REPLACEMENT CONTRACT 98 II (1998 STREET MAINTENANCE PROGRAM) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $300,410.00 from the Water and Sewer Operating Fund to the Water Capital Projects Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Projects Fund in the amount of $300,410.00 from available funds; and 3. Authorize the City Manger to execute a contract with Tri-Tech Construction, Inc. in the amount of $261,190.00 for Water Main Replacement Contract 98 II (1998 Street Maintenance Program). DISCUSSION: On October 27,1998 (M&C C-17074), the City Council authorized the City Manager to execute an engineering agreement with Mateo Consulting Engineers, Inc. to prepare plans and specifications for Water Main Replacement Contract 98 II (1998 Street Maintenance Program). The Water Department has determined that the existing water main in Cliff Park (Edgecliff to Westcrest), Gorgian Road (IH-35 Service Road to RockdaEe), Ledoux Drive (Victorian to Heirloom) and Thompson Street (Heirloom to Trimble) have deteriorated and need to be replaced. The street pavement improvements include the temporary pavement repair for the width of trench. The Department of Transportation and Public Works will pulverize these streets under the Street Maintenance Program. This project is located in COUNCIL DISTRICT 6, Mapsco 90T and 105E. This project was advertised for bid September 2 and 9, 1999. The following bids were received September 30, 1999: BIDDER Tri-Tech Construction. Inc. M. E. Burns Construction, Inc. D. R. Utilities, Inc. Davila Construction, Inc. Circle "C" Construction, Inc. Mid-State Utilities, Inc. Jackson Construction, Inc. Long Construction & Engineering, Inc Burleson Utilities, Inc. Whizcon Utilities, Inc. AMOUNT $261.190.00 $273,570.00 $281,950.00 $283,296.00 $285,510.00 $300,550.00 $303,735.00 $341,450.00 $344,672.30 $348,925.00 TIME OF COMPLETION 120 Working Days � . City of Fort .Worth, Texas �►�A�ar And Caunc�l ��ammun�cA=:��ar� DATE REFERENCE NUMBER LOG NAME PAGE ' 11 /16/99 � **C-17756 I 30TR1-TECH p 2 of 2 SUBJ�CT APPROPRIATION ORDINANCE AND AWARd 'OF CONTRACT TO TRI-TECH � CONSTRU.CTION, INC. FOR WATER MAIN REPLA`CEMENT CONTRACT 98 II (1998 STREET MAINTENANCE PROGRAM) Tri-Tech Construction, Inc. is in compliance with the City's M/V1IBE Ordinance by� committing to 18% M/V1/BE participation. The City's goal on this combined project is 17%. In addition to the contract cost, $26;120.00 is required for project inspection and survey and $13,100.00 , for contingencies. � � � FISCAL INFORMATION/CERTIFICATION: The Finance Dir�ctor certifies that upon 'approval and completion of recommendation 1, .and the adoption of the attached appropriation ordinance, funds will be available in fhe current capital budget, as app�opriated., of the Water Capital Projects Fund. 1 � MG:j ., , , , r a , , ; Submittld ftir City,Manager's � Office by: � � .. ' Mike Groomer • Originating Department Head: A. Douglas Rademaker ' Additi�nal Information ContaM: A. Douglas Rademaker � � I FUND � (t�) � 1&2) PW53 6140 I 2) PW53 2) PW53 � 6157 � (from) I1) PE45 , 3) PW53 � 6157 � 0 I ACCOUNT � CENTER I AMOUNT 472050 060530175230 541200 060530175230 531350 030530175230 $300,410.00 i $274,290.00 � $ 26,120.00 � 538070 0609020 $300,410.00 � 541200 060530175230 , , $261,190.00 � � . . I CITY SECRETARY APPROVED CITY �COUNC(L NOV 16 1999 �� '� City Secretary oi 4he Ciry of Fort Wosth.7�e� a