The URL can be used to link to this page

Home My WebLink About025603 - Construction-Related - Contract - Burleson Utilities, Inc.�� ~�.. � CON RACTENp Y�,� /Q Q-� � .� r.,S�.'•r J��CxARY � spEc.T.aL, H:e��.�� d�� CONTRACT DOCUMENTS FOR . C��ITRAC'it�R'°� ��0�� '�w �or��rRUCTtO�v'��R AND SEi�VER REPLACEMENT CONTRACT 98GG CLlENi DEP�►RTME�i'I' 1998 STREET MAINTENANCE PROGRAM A iJ1vIT I: PW53-060530175210 iJNIT II: PS58-070580174360 HAMSTED STREET FROM SHARONDALE STREET TO HEMPHILL STREET HOBART STREET FROM EDGECLIFF ROAD CALIFORNIA PARKWAY DOE No.'s 2291, 2317 KENNETH L. BARR MAYOR Fort Worth ater Department BOB TERRELL CITY MANAGER A. DOUGLAS RADEMAI�R, PE - DIRECTOR DEPARTMENT OF ENGINEERING PREPARED BY DEPARTMENT OF ENGINEERING �� Q�� . ��`•:��9 ��. • � � tw I' �� F e City of FoYt Wo�th, Tex,�xs Mayor and Council Communication DATE 1 /18/00 SUBJECT REFERENCE NUMBER LOG NAME **C-17825 APPROPRIATION ORDINANCE AND AWARD �F CONTRACT TO BURLESON UTILITIES, INC. FOR WATER AND SEWER REPLACEMENT CONTRACT 98GG 30BURL PAGE 1 of 2 RECOMMENDATION: It is recommended that the City Council: 1. Authorize tf�e transfer of $562,332.78 from the Water a d Sewer Operating Funds to the Water Capital Project Fund (in the amount of $254,825.9�) an� the Sewer Capital Project Fund (in the amount of $307,506.83); and "' 2. Adopt the attached appropriation ordinance increasing es imated receipts and appropriations in the Water Capital Project Fund in the amount of $254,825.95 nd the Sewer Capital Project Fund in the amount of $307,506.83 from available funds; and , 3. Authorize the City Manager to execute a contract with ! Burleson Utilities, Inc. in the amount of $499,851.35 and 85 working days for Water and Sewer R�placement Contract 98GG. DISCUSSION: � ft The 1998 Street Maintenance Program included Hamsted tre�t from Sharondale Street to Hemphill Street, and Hobart Street from Edgecliff to California Parkway. The Water Department has determined that it is necessary to replace the water and sanitary sevyer mains within the paving limits due to maintenance problems. � ' This project was advertised for bid on October 21 and 28, 1�99.�' On November 18, 1999, the following bids were received: BIDDERS AMOUNT TIME OF COMPLETION Burleson Utilities, Inc. $499,851.35 85 Working Days Larry H. Jackson Construction, (nc. $551,778.10 Circ(e "C" Construction Company $615,617.30 Cleburne Utility Construction Inc. $620,083.00 Davila Construction, Inc. $624,720.50 M. E. Burns Construction, Inc. $643,883.20 B & H Utilities $665,11��7.00 Long Construction & Engineering Inc. $805,01�1.OQ Conaster Construction, Inc. $840,72� .80 Burleson Utilities, Inc. is in compliance with the City's M/WBE Ordinance by committing to 17% M/WBE participation. The City's goal on this project is 15%. ,k This project is located in the COUNCIL DISTRICT 6, Mapsco 90Q, U and V. :� ' �a DATE 1 /18/00 SUBJECT � + � � ♦ �� , . r � � City of FoYt WoYth, Tex�cs Ma or and Council Y . t Communicati'on REFERENCE NUMBER LOG NAME PAGE �*C-i 7825 I 30BURL I � 2 of 2 APPROPRIATION ORDINANCE AND AWARD OF CONTRACT � TO BURLESON UTILiTIES, (NC. FOR WATER AND SEWER REPLACEMENT CONTRACT 98GG i� In addition to the coniract cost, $11,325.60 and $13,666.97 are rec�uired for possibie change orders for water and sewer, respectively. :, . Cantingencies for associated construction inspection and survey are $16,988.40 for water and $20,500.46 for sewer. �� , FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion c�� recommendation 1, and adoption of the attached appropriation ordinance, funds will be available '"in the current capital budgets,� as appropriated, of the Water and Sewer Capital Projects Funds. ;� MG:k $ . �� Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker � �uzvn � (ta) � 1 &2 ) PW53 6140 I 1 &2) PS58 2) PW53 I2) PW53 2) PS58 2) PS58 6157 (from) #' �, ,, �` �� ACCOUNT � CENTER � 472045 060530175�10 472045 070580174360 541200 060530175210 531350 03053017�210 54'1200 070580174360 531350 030580174360 AMOUNT ' CITY SECRETARY $254,825.95 $307,506.83 $237,837.55 � $ 16,988.40 I $287,006.37 i $ 20,500.46 � � APPROVED I/I8/00 � � ,�. � • ' , '•, � � .a . , City of Fo�t Worth, Texq�s Mayor and Cou�icil Communication DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 **C.� 7$25 I 30�URL I 3 of 2 I SUBJECT APPROPRIATION ORDINANCE AND AWARD �F CONTRACT TO BURLESON UT(LITIES, INC. FOR WATER AND SEWER REPLA�EMENT CONTRACT 98GG � I 1} PE45 538070 0609020 �254,825.95 ORD. NO. 14069 Additional Information Contact: � 1) PE45 538070 0709020 $307,506.83 � 3) PW53 541200 060530175210 $226,511.95 . A. Douglas Rademaker 6157 � 3) PS58 541200 070580174360; $273,339.40 . i, x� �w .� �° Y i. � SPECIAL CONTRAC Y� 1�t��UMENTS FOR WATER AND SEWER REPLACEMENT CONTRACT 98GG 1998 STREET MAINTENANCE PROGRAM iJNIT I: PW53-060530175210 UNIT II: PS58-070580174360 HAMSTED STREET FROM SHARONDALE STREET TO HEMPHILL STREET HOBART STREET FROM EDGECLIFF ROAD CALIFORNIA PARKWAY DOE No.'s 2291, 2317 KENNETH L. BARR BOB TERRELL � MAYOR CITY MANAGER �_. A. DOUGLAS RADEMAKER, PE - DIRECTOR '�"' DEPARTMENT OF ENGINEERING PREPARED BY DEPARTMENT OF ENGINEERING � �, �� .�: _ � •.;v�. i+i : .� t . .......................:!!.� RICM�iiO J. 20HNE li�il�� (�`�a� .. ................ .. ....... :�, �; 55363 rB� ��.�Q�� t'�°�FSFc�c a�°'' �``� (�Q j'�GQ 'j�/J �,�u/L,; A` • ��\` � �+ uo �U�_fllYUp �L7Wo ,f �o - l�-�� TABLE OF (.;ONTENTS L'� 1. Notice to Bidders 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Special Instructions to Bidders Proposal Unit I: Water Line Replacement Unit II: Sanitary Sewer Replacement Vendor Compliance to State Law Minority and Women Business Enterprises Specifications General Conditions Special Conditions Certificate of Insurance Contractor Compliance With Worker's Compensation Law Performance Bond Payment Bond Maintenance Bond Contract � ��9 �Ol�� C�� C��1 ��rGS � °� f�e �'uG��l�, gl�o � � NOTICE TO BIDDERS Sealed proposals for the following: FOR: STREET MAINTENANCE CONTRACT 98GG DOE No.'s 2291, 2317 LTNIT I: PW53-060530175210, WATER IMPROVEMENTS IN: HAMSTED STREET FROM SHARONDALE STREET TO HEMPHILL STREET HOBART STREET FROM EDGECLIFF ROAD CALIFORNIA PARKWAY LT1vIT II: PS58-070580174360, SEWER IlVIPROVEMENTS IN: �'' HAM5TED STREET FROM SHARONDALE STREET TO HEMPHILL STREET , HOBART STREET FROM EDGECLIFF ROAD CALIFORNIA PARKWAY ;�„ Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, will be received at the Purchasing Office until 1:30 P.M., Thursday, November 18, 1999 and then publicly opened and read aloud at 2:00 P.M. Plans, Specifications and Contract Documents for this project may be obtained at � the o�ce of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of �.. $20.00; such deposit will be refunded if the document is returned in good condition within 10 days after bids aze opened. Additional sets may be purchased on a non-refundable basis for twenty dollars ($20.00) per set. � Bid security is required in accordance with the Special Instructions to Bidders. � The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if � made, will be within forty-nine (49) days after this documentation is received, but in no case will the y award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. '" Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not � acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Deparhnent of Engineering at'(817) 871- 7910. , ,,., �» In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 134�1, the City of Fort Worth has goals for the participation of minority business enterprises and women business �"'� enterprises in City contracts. You may obtain a copy of the Ordinance from the Office of the City 1�� Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The '�"' Documentation must be received by the managing deparhnent no later than 5:00 p.m., fve (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 evidenc � " that the Documentation was received by the City. Failure to comply shall �s.l,.. yuur• o op ' �, responsive. i�I��Q�� U�� ::��U ��'CG� ' °� � G�a �G'�N�, 5��. For additional information, contact Rick Zohne at (817) 871-8425. , BOB TERRELL , ' � ' GLORIA PEARSON CITY MANAGER CITY SECRETARY A. Douglas Rademaker, PE Director, Department of Engineering By SCe.t.0 John Firing, PE -'� Manager, Engineering Services Advertising Dates: October 21,1999 October 28,1999 -_ _ � . • ; '`�� . � � � ' f , � . ._.Y..__ � : � s __..,. .. ,..: . .._. . � £ . � � ,i .. 6i • k i� SPECIAL INSTRUCTIONS TO BII�DERS y . ,,r "'" LJ � � � !•J � f�' �j L�� l�J !�� 1) PREOUALIFICATION REOUIREMENTS: All contractors sub tting bids are required to be prequalified by the Fort Worth �Vater Deparkm�nt prior to submittin��ids. This prequalification process will establish a bid limit based on a technical evaluation and fmancial analysis of the contractor. It is the bidder's responsibility to submit�he fol�owing documentation: a curr`�nt fmancial statement, an acceptable experience record, an acceptable equipment schedule and any other ��cuments the Department may deem necessary, to the Director of the Water Department at least seven (7) �alendaz days prior to the date of the opening of bids. � '� �I , a) The financial statement requ�red shall have been prepazed by an dependent certified public accountant or an independent public aciountant holding a valid permit issu by an appropriate State licensing agency and shall have been so prepared as to reflect the financia status to the submitting company. This statement must be current and not more than one (1) year o�d. In the case that a bidding date falls within the time a new state�ent is being prepared, the previous S�atement shall be updated by proper �F verification. i� b) For an experience record to be considered to be acceptable for a'�iven project, it must reflect the experience of the iirm seeking qualification in work of both the �ame nature and technical level as that of the project for which bid� are to be received. ,� ,o c) The Director of the Water Department shall be the'sole judge asY�o the acceptability for fmancial .qualification to bid on any Fnort Worth Water Department projecf. � d) Bids received in excess of the bid limit shall be considered non-�esponsive and will be rejected as such. e) The City, in its sole discreti¢n, may reject any bid for failure to demonstrate•experience and/or expertise. �p , ;. fl g) Any proposals submitted �y a non-prequalified bidder shall be r,�turned unopened, and if inadvertently opened, shall not be considered. 'II ' The City will attempt to noiify prospective bidders whose qualif cations (fmancial or experience) are not deemed to be appropriate to the nature and/or magnitude of��he project on which bids are to be received. Failure to notify shall not be a waiver of any necessaPy prequalification. 2. BID SECiJ1jITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five �+5%) percent of the largest possible ��tal of the bid submitted must accompany the bid, and is subject to forfeiture in the event the succe sful bidder fails to execute the Contract Documents within ten°(10) days after the contract has bee��awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury List, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. T'he surety must be licensed to do business in the state of Texas. 'I'he amount of the bond shall not exc�eed the amount shown on the treasury list or one-tenth (1/10) the total:�capital and surplus. ak Ai � 3. BONDS: A performance bond� a payment bond, and a maintenanc� bond each for one hundred (100%) percent of the contract price will be required, Reference � 3-3.7. " 4. WAGE RATES: Not less tha� the prevailing wage rates established by the City of Fort AVorth, Texas, and as set forth in the Contract Doc'�ments must be paid on this project?` M 5. AMBIGUITY: In the case of ��nbiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction ther�f to the City or to reject the Proposal. .�� G� °�� Q� w` �rr ��1 ��'C�� ° Q�i :� �, �1��{�c�4:��0 . , ... .� 6. BIDDER LICENSE: Bidder must be a licensect;iCantractor in the State of Texas. "O F .w ? 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which ttie nonresident's principal place of business in located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in this state. � This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. 8. PAYMENT: If the bid amount is $25,000.00 or less, the contract amount shall be paid within forty-five (45) calendaz days after completion and acceptance by the City. AGE: In accordance with the policy ("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program partiCipants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the.policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractor against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement.� 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other applicable federal, state and local laws concerning disability and will defend, indemnify and hold City hazmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrunination in the performance of this agreement. 11. MINORITY AND WOiVIEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE U��,IZATION FO�tM, �RIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT � t�... .. +� . . f � � '` � � w..... �..� _ . rt . . y„� � . , C � � FORM ("Documentation") as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City busine�ss ays after the bid opening date. The bidder shall � obtain a receipt &om the appropriate employee o e managing deparkment to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. � 12. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) on the contract and payment thereof. Contractor further agrees�to perin'it any audit and/or examin�,tion of any books, records or files in its p9ssession that Q wilnsubstantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or 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 facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in Ciry work for a period of time of not less than three (3) years. � � � Revised 1/27/99 m � �rJ � � �_ �� '�J ��I 0 u��CUI�� L�C�uG�D �0�'1�� 'GG� � °�( �o UUV��UUtlp U�Wa Page 1 of 2 Revised 6/2l98 �. City of Fort Worth .� Minority and Women Business Enterprise Specifications � MBEIWBE UTILIZATION oErT oF � �Uf�C'SJ�1 �,�,f-��IfiiP.S ��1C . �'?�INFF"'IN�/CFW � ne Company Name � Bid Date �,�� ,. � S��,� Re I z��n�ti�rt ��mt�'c�c�- 48C�;� �5 _�- o��#�'� �c�'�lpc�`�R - o �n sso� ��3 0 ject Name Project Numfoer iTY'S M/WBE ?ROJECT GOAL: 15 1 a •IMIWBE PERC�NTAGE ACHIEVED: y e } Failure to compiete this Torm, in its entirety with. supporting documentation, and recaived by the Managing Department on or �4fore S:OQ p.m.,. five (5) City business days after bid apening, exclusive of bid opening date, wiil result in the bid bei�g msidered non-responsive tn bid specifications. , The undersigned bidder agrees to enter intc a. formal agreement with. ttia MBE and/or WBE firms for woric listed in this cnedu(e�,. cand(ttoned uporr executioR of a cantract with the City of Fort Worth.. Th� willful misrepresentation of facts. is „rounds fo� consideraUort. of disqualiftcation and will resuit in the bid being cansidered non-resporlsive to specifications. ;omqany Name, Contact Name. Address, and Telephone No. � � .hC�nn c h c� �uct�n a �am�(�/ , 'f-�? 1 Z /b�'��t� i �e Jr . �� 4 i��'�, � . � Certifled � C If t ��a15 )n�� . i ( J �-r � ', I?� �,n,=1 � c, � �' � T �� - �Cr � r1 �, � J i � a i , �, .> O � A � r 3 ti» �» Specify Ail Contracting Specify All Items to be Scope of Work (*) Supplied:.(') � s. � E� � .� a� �. � , Doilar Amount kbta R Tfw �.� K 5 � Sr .3', �Oov.c�a :,T �v s-� �- � k�� Sr 50. 3 s.00 M/WSEs must be loptea in the 9{ninej counry marketplace or currently doinq business in the marketolace at time of bid. �•) Specify all areas irr whic.h MMfBEs are to be utfiized andlor items to be supplied: ') A complete ilstingofiitems to be supplied is required in orderto receive credittowardthe MlWBE goal. 4��.. �!") IdentifyEach Tier Level. Tier. Means the IeveLoisubcontracfing below.the prime contrador/consultant, i.e., a direct payment. from the prime contractor to a subcontractor is considered 1st tierr a payment by a subcontractor to its suppiier is considered 2nd tier. THIS FORM MUST BE RECENED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FNE (5) C1TY BUSINESS DAYS AFTER BID OPENING, � EXCLUSIVE OF THE BID OPENING DATE - ' ^ 'Y r�� OG�� 'l��U� � Pages 1 and 2 of Attachment �A must be received by the Managing Deparirt%r�t�r' � �� ' �"' +`�[ }�� v,�M� � ��, E 2-2 , 9702100_ l' Co 1%C'��`=�LUU� ��!� o City of Fort VUorth Niinoriy and �I�/omen Susiness cnterpris� S�ec;T�cations MBE and `?�IBE �.;?'lL:Z,A"!'1�M FflRS1A ..�any iUame, Contact �ame, crtress� an�. Telepitone No. � � �� Cartified Speciiy �il Co�traCing Speciiy �11 ltems tc be Scape. or'Norsc (`j �uppiied ('}' � .-: � ,.�. C � • . � � � � . .�. # sv. � F �L U O � rni t'SC�H t u� .. RBVIS@d 6/�:98 poiiar Amount e bidder further agrees to provide, directiy to the City upon request, campiete artd accurate information regarding ��ai worlc performed by all sui�contrac:ors, inc:uding MBE�s) andlor'NBE(s) arrangements submitted with this bid. � bidder also agrees to aitow an audit and/or examination ot any books, records, and files tteld by their campany a, �N+ii sutrstantiate the actval worfc perrormed by the 1ABE;s) and/or WBEis) on this cantract, by an authorized iicar or smcioyes or the C+ty. Any intentional and/or knowir�g misrepresentation or fac:s wiii be grouRds far �inaung z:�e cnntract o� deaarment from C�ty �nroric for a period of not iess than three (3j ��ears and ior initiating on uncier Federal, State, or l.ocai laws conc�rning faise statements. Any zailure to camciy with this ordinanc� �d creates a material breacn of cnntract may resuit in a deiermination o� an irresponsii�ie offeror and 'oarred from articipating in City work for a periad oi time not less than ane (1} year. ALL UIBE�s) and W8E(s) MUST BE C�RTiFiED BY THE C1TY SEFoRE CONTRACT AWARD -�,,i, . • �� y��'LC� c ✓ +u' onze�gnature I/ � U; ��e - �`:''es ��(p��. �` te �1�rl�esuv� (.�.��l�+�e.5, ��tc _ imaany �Vame �ID4l). �,��i; ��Sc�Y� �I;�i , Address �)l�,l ��ScYI i i � � �Cv�� C:itylState/Zip Cade ��r� �1�-� Pnnted ignat re Contact Name ana itfe (if aifferent) Rl 7 - ,�9s-�3��0 Teiepnone Numner�s� �'��-a��-o�z� Fax Number 1 I -�i� -�? � Qate TNtS FaRM MUST HE RECFaVED BY 7NE MANAGING DEPARTMENT BY 5:Q0 p.m., FNE (5� C3TY BUSINESS DAYS AF7'ER S1D OPENING, DCCLUSNE OF THE BID OPENING DATE � 970210 � , Pages 1 and 2 ot Attachment 1A must be recsived by the Managing Depa trr,�e ,� ,. _, ';.;��G�� '�C'�;;:'L� �;, ; i� ��f �"��:: e '��' E 2-3 U Ua UU�C'�10 i `!''`; U t' 9 1 �;":u l+3ge 1 ac � R8vis2a tiJ21�8 City of Fort V�lorth Mincrity anci UVomen cusiness �nterprse S�eciT�caticns ;�RlME CDN3�.'�C i t^�R "NAl�/E� �flR1�/1, .K�, rl�_��n� �,l�, �� fr �s, l n c. , �Ja,te�� Seu,�e,- �CeO�QC��27 C��752>c7 9�GG Prime Campany Name Project iVame � fl-f8-�r� r �ici Opening Date Pi�aS.�-o6Gs3c�i 7S ��c� fl�8-o7�s8�1 ��3�0 Projec� Number k � � If both answers to this farm are YES, do �ot compieta ATTAC4ME�1T 1 C(Good Faith Effort �orm). � ati qusstions an this form must be campfetea and decaiied explanation �rovi�ed, ifi appiicaaie. if the answer to aiii�er question is yC, then yau must camplete ATTACciMEVT 1C. This rorm is �niy appiicable if both answers are yes. L � � Faiture to campiete this form in iis entirery and be recEived by the Manaairtca DeAajtmenT on or �eiore• �:OQ �.m. ive (51 Citv �usiness days after bid oQeninq, �xciusive oi the bid opening date, � will resultin bid being considered nort-+responsive to bid specifications. Will you perfortn this entire cantract without subcontrac:ors? Yes � No � If yes, piease provide a detailed explanation that proves, based vn the size and scope of this project, tfiis is yournorma! business prac:ice and provide an operationai profile of your business. Wil! you perform this entire cantract without suppliers? Yes � No � !f yes, please provide a detailed explanation that proves, based on the size and scope ot tt�is project, this is you� nvrtna! business practic� and provide an inventory protile of your business. �* The bidder further agrees to provide. directfy to the C�ty upon request, campiete and acaurata infortnation regarding actual woric performed by all subcantractors, inctuding MBE(s) and/or WBE{s) ort this cantraci. the payment therefore and any proposed cnanges to the originai MBE{s) andlor WBE(s) arrangements submitted witJ� this bid. The bidder also agrees to aiiow an auciit andlor examination of any books. recards. and flles heid bytheir companythatwill substantiate the actuai woric pertonr►ed bythe MBE{si andlor WBE�s) on t}�is cantraci, by an authorizsd oificer or emptoyee of the CSty. Any intentionai andlor knowing misrepresentation of facts wiii be gcounds for terminating the contract or debarment from City worfc for a penod of not tess thart three (3) years artd for initiaUng action under Federal. State, or Locaf laws concerning ialse statements. Any failure to compiy with this ordinance and creates a matenai breach of contraci may result in a determination or an irrespoasible oiferor and barred from participating in city work for a period of time not less than orte (1) yaar. . �v�-� �%�' ' ?��ti.� Aiv�cf�ori� Signacure � ..�. � ; ( --e �(�.S � �i�/y17` • Tae , �u.rl��,,��il�-�i�� 1nc. Company Name � �(�u c;� ,S � �1 t� ��.�.%�I t;cl Addcess � ��: ,, ,� , Autharized Slgnature � ;:> �; . �� oZ�o� ;,.. �. ... �C�'r _ � 1v__ � f Anntea Signature Contaot Name (if differentj S! 7 -o24S-��o Contaci Teiepnone Number(s) ��-ags-o GZ� Fax Number �u r I�s�n l�� l i-t�f �5. l,�c. Company Nama !�'C�� 2-� f��b� ��G� s ��`�� o �lGr��o � ��o � � A�ACHMEiVT 1C ?aga Z of 3 Revised 6I7J98 _ � 2. Did yau obtain a current list of M/WBE firms from the C:ty's 1II/WBE Cffics? The 'ist is cansidered in campliance, if it is not more 3 monttis old from the date of bid opening. �,, �ES Date of Listing � � ! / 7 ! 9S NO 3. h�.. Cy � �,., 4. � � Did you solicit bids from MIWBE irms, �nrithin the subcantrac:ing andlor su�plier areas previousiy listed, at least ten caiendar days prior #o bid opening by maii, exciusive or the day the bids are opened? �. YES if yes, attac:� M1WBE maillisting to inc:ude name of �rm and address � NO and a date capy of letter mailed. Did you salicit bids from M/WBE firms, wiihin the subcantrac:ing andlor suQplier araas previously listed, at feast ten calendar days prior to bid opening by telephone, exciusive of the day the bids are opened? YES if yes, attacf� list to inciude name of M/WBE firm, ep rsan cantacted, �NO phone number and date and time of cantacL .' NaTE: pt�facsimita may be used to comply with either 3 or 4, but may not he used. for both. lf a facsimile is used, attach the• fax canfirmatiort. which is to provide M/WBE name. date. time. fax number, and documentatiorr faxed. ;NOTE: Ifa SIC list.of W/MBE is tert or less, the bidder must contactthe entire list to be in compiianc�with r� questians 3 ancf 4. tf a SIC list of MIWBE is more than ten, the bidder must contact at teast two-thirds �, ' ofth� lis� bufnot.less than ten tc be in complianca with questions 3 and 4. 5. Dld you provide plans and specifications to potentiai M/1NBEs or information regarding the location of � plans and speciflcatIons in arder to assist the M/WBEs? �CYES ✓ N� � � � � r� ` 8. If M/WBE bids were recaived and rejected, you must: 1. List the M/WBE ftrms and the reason(s) for rejection (i.e.. quotation not commercially reasonabie, qualiflcations, etc.) and 2. Attach affldavit andlor documentation to support the reason(s) listed below (i.e.. letiers. memos, bids. telephone cails, meetings, atc.) (P/ease use additfonal sheets, if i Company Name Telepnone Contact Person ! 97�21�0. iecessarv, and attachl ScoQe or Work I I Reason fo� Rejection '�'!l��rV'��:��!,C� �-'I��r :+��c}�c�) ' �` �� c��: _� `� 2 •6 o �7 �7r� �r�� 11�' I�� I�, '� L'�'_� U llp II Ls��10 V . Cifij of �ort !Nortn Minorifi� and V�lorren c�usiness Enterpr's� Specificatior,s C�O�O r~-�41'� RE?C;RT �.IiieSrrYl � ,,,��r'f �c'�S �r1��. �nme Company Name —T //�IS "`�� Sid �ate Rev�s2o oI;198 I�l��eh� �-�>:.��` �'ie�(C��e�trl ��-{- -�Jnt/��:t Q�'6G' : �'k,t5� - vG�o�:30� 7S�Iu . P558 ��t�801�7�{3�a �' ?rojecrName Praject iVumber � �"' :;fiyau have #ailed to secvre M/iNBE parcicipatlorr and you have.su6c�nzracting and/or suppiier oppactunittes ocif youriWWBE parifcipadon is fess tt►an the C:ty's project goai(s), you. mus camQieta this form. ' lf ttte bidder's tnethod of compiianca �Hitli the MlWBE goals is based uoon demonstration of a"good faith eifort", the bidderwiil have the burclen of carrectfy and accurately preparing and submitiing ti�e documentation required by the City. Cam{�iianc� with each item, 1 thru 6 beiow, siiaft satisfy the Gaod Faith Effort requirement absent proof of fraud, intentiona! and/or knowing misrepresentation of the facLs or intentional discrimination by the bidder. �� .�, � � � � � : Faiiur�tc complete thisfarm, in its entirety with supporting documentatiorr, and recaived by the Managing " D`epactment:oR. or before 5:aa p.m_ ftve (5� City business days after bid opening, exclusive af bid. opening u dat�,. will: resultirt tha bid being considered non-responsive ta bid� specifiaations. , 1. Plsase list eacft and every subcan#racting anct/or su}�plier opportunity (DO NOT L1ST NAMES OF FiRMS� which wiil be used in the compietion of this projec�., regardless of whettter it is to be provided by a M/WBE vr nan-,'WNVBE. (Use addifiorral shests, if nec�ssary) List of: Subcantractina O000rtvnities List of: Suppfier Oaportunities I�, �C ��f—�,ia� ks P; o�% � 9�a'�r.tdrr' tis � � 0 ��-,rl �� k. � �u � r 9T02100, ��. � � �� ll�l � � ,-, L �J� '`i=��'''��uG� d �� _....." �`° ;.,)r+�'rj�j ��` o . �� A I 1 Alr3-tMtSV 1 7 V Page 3 ar 3 Revised 6I7198 - � �: r � �, � ,•- r�, L.. r �.. ADDfTIf)NAL INFORMATIQN ?tease provide additional information you feel wiil further explain your good and hanest efForts to obtain M/WBE participation on this projecL The bidder further agrees to provide, directly to the City upon request, compiete and accurate infortnatian regarding actual woric performed on this cantract, the payment therefcre and any proposed changes to the original arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, recards and files held by their campany that will substantiate the actual woric performed on this contract, by an autho�ized officsr or employes of the Ctty. Any intentional and/or knowing misrepresentation of iacts will be grounds for terminating the cantract or debarment from C�ty work for a period of noi less than three (3) years and for initiating action under Federal, State, or Local laws concerning false statements. Any failure to compiy with this ordinanca and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participaung in City work for a period of time not less than one (1) year. The undersigned cartifles that the infortnation provided and the M/W8E{s) listed was/were contacted irt good faith. tt is understood that any MlWBE{s) listed in Attachment 1 C will be contacted and the reasons for not using them will be verified by the City's M1WBE O�ce. �,,�. ��G"u,��. � . f �- c^ r y � �1 a.�.J t1lithoriz�' Signature Printed S�ignature `�iC--c� -��5� Tit1e Contact Name and Title (if different) �r�C'�eS�N1 � A�� i c�� I U�C Company Name � lb�ri� P�c��'�t��,� Address ! ) i � � � � � tlYl �i�' City/State�Zip Code � � 9T02100_' r ��:�. �( ��c� . �7 l� n ,� �I 8 f ? -�-9 � -�� o Teiepnone Number(s) g�� - a�l J � O�l2C� rax Number �� 'v� � -Ct�f Date i�v�iU"Ii�L �lr�l� � ^ - p�!' j� :-`T ��6'� U �LS��Uu� d °�� o V'v �� i-'��p1fY �ISL�o Y � PART B - PROPOSAL This proposal must not �e removed from this book of Contract Documents. TO: Bob Terrell � City Manager Fort Worth, Texas ?� � PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of approximately 5300 L.F. of 8 Inch Water Pipe and approximately 4600 L.F. of 8 Inch Sanitary Sewer Pipe and all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: PROJECT NAME: WATER AND SEWER REPLACEMENT CONTRACT 98GG DOE No.'s 2291, 2317 iTNIT I: PW53-060530175210, WATER IlVIPROVEMENTS IN: HAMSTED STREET FROM SHARONDALE STREET TO HEMPHILL STREET HOBART STREET FROM EDGECLIFF ROAD TO CALIFORNIA PARKWAY h�- LTNIT II: PS58-070580174360, SEWER IlVIPROVEMENTS IN: HAMSTED 5TREET FROM SHARONDALE STREET TO HEMPHILL STREET HOBART STREET FROM EDGECLIFF ROAD CALIFORNIA PARKWAY � Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the City Engineering Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contxactor proposes to do the work within the time stated and for the following sums: B-1 � t��f�� Ul�� C Jf°�� G�V �C��U�.1 ° e U ��`�. ��? �:'��, ��. a iJNIT I: WATER LINE REPLACEMENTS ITEM APPROX. DESCRIPTION OF ITEMS WITH - NO. QUANTITY BID PRICES WRITTEN IN WORDS UI�TIT PRICE (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) 1. 44 L.F. 6-Inch Water Pipe *, D-5, D-23, D-31; Per Lineaz Foot: Dollazs ai� n o Cents $ �g, t� J 2. 5236 L.F. 8-Inch Water Pipe *, D-5, D-23, D-31; Per Linear Foot: • . `4 �G�Piu1� �l �0113iS and_ S/Kty --¢�i �'� Cents $��1_.� 3. 10 L.F. 10-Inch Water Pipe *, D-5, D-23, D-31; Per Lineaz Foot: �,�fi, . -F� V � Dollars and � n o Cents $ a5. vu 4. 4 EA. 6-Inch Gate Valve w/ Cast Iron Box and Lid, D-21; Per Each: �our}u�,.,,ire I f�ur pollars $ 0• S and e��-��u� Cents 5. 7 EA. 8-Inch Gate Valve w/ Cast Iron Box and Lid, • D-21; Per Each T�ve h,�.,,� -��5�. Dollars $ 5�5.85 and p'�, J- f;v � Cents 6. 3 Tons Cast Iron/ Ductile Iron Fittings, D-22; Per Ton -rwo �VMp,,,.sc�,d �� v.ti.,clreci �rr�,u� Dollars � and ��1 Cents $ a5o �. SU �.�.w... _.__ . .�.. . � i � � ..... �.._ . . _.� . , � � TOTAL AMOUNT $ �9a.� $�� $ a so. �� $ l�/9.�10 $ 3�aaQS $ 1513.50 : 7. 4 EA. Standazd Fire Hydrant, 3'-6" Bury Depth; Per Each <�-r��;u.x��r ��J�- f�.��d rNcl .5� �;t��u� - s, h Dollars and n �. Cents 8. 4 LF. Fire Hydrant Bbl. Extension ; Per Linear Foot ? c�� Dollars and no Cents 9. 4 EA. Remove Existing Fire Hydrant D-20; Per Each 7u-.c h�,a�vl,r��l e�h� �za��` Dollars and n � Cents 10. 69 EA. 1-Inch Service Taps to main, D-19; Per Each U7� h�v�cl i�d �}'h, rT� - s � x Dollars and �1,, Cents 11. 1 EA. 1'/z -Inch Service Taps to main, D-19; Per Each 'rhee� N�.c�,��lrr,( n�r��h-�,-`ffic�eDollars and n �, —� Cents 12. 2 EA. 2-Inch Service Taps to main, D-19; Per Each F�,�r lu:,�ulr�d ��;ry - h��e Dollars and n � Cents 13. 1215 L.F. Install 1-Inch Copper Service From Main to Five (5) Feet Behind the Meter, D-19; Per Linear Foot: � .��,� c�r�e� �, Dollars and n o Cents 14. 25 L.F. Install 1'/z -Inch Copper Service From Main to Five (5) Feet Behind the Meter, D-19, D-50; Per Linear Foot: . S� � � �,� -� �;�, Dollars and �,�',- �, Cents : $ l S"� . ��,� $�;.3 v�1. U�� $ /0, C�� $ 't�� r, ��: $ �� cs� $ f l��. �>�� $ I �(�,�:" $ 93��,vo $ < ; `!3 oci $ -3;%.3. Uc� $ � s�l� �., $ � � K , �-�, $ � .00 $ 17. c� � �.��. $ �� Z $ 4 3 % Srj � ��OL �G�� G�:��U�� I`�1'� ��':;�? ° �i� f��o ��}��p ��o 15. 20 L.F. Insta112-Inch Copper Service From Main to Five (5) Feet Behind the Meter, D-19, D-50; Per Linear Foot: ��,,, Dollars and n fl Cents 16. 1 EA. Relocate 1-Inch Service Meters and Meter Boxes, D-19; Per Each � � r,- +we1��e. Dollazs and n � Cents 17. 62 EA. Install Multiple Service Branches For 1-Inch Copper Service, , D-19; Per Each /I�n�e�• �ht�e�e Dollars and n o �ents 18. 71 EA. Furnish and Set Class 'A', 'B', and 'C' Meter Boxes, D-19; Per Each 61,� h�,Mrlred Dollars and r � Cents 19. 1 L.S. Furnish and Lay 2-Inch Pipe and Fittings for Temporary Service, D-26; Per Lump Sum , Severv�.-te.ev�'��scvntl eutt� hw�(�� n �,�oJ. --twrz Dollars and n o � Cents 20. 16 L.F. Concrete Curb and Gutter � Replacement D-45; Per Linear Foot: `�"I,i r-tti.,- e��,t Dollazs and n o Cents 21. 60 C.Y. Crushed Limestone, D-14; Per Cubic Yazd `I-� Dollars and � Cents 22. 30 C.Y. Cl�ss'B' Concrete (2500#) ; Per Cubic Yazd 7-0�„ Dollazs and no Cents . s �._._'�� . w_. . ., . ..., � � . �.. � � � . __. `�... _ .......... ..:.,...��. . ... .m. . _. � B-4 $ .00 $ 3�o.ao $ �oo $ 2�6b $ 93. o0 $ l.Oo.vo $� $. 00. n $1�.8G?.c�� $ (�1�8qZ.00 $ �S.no $ (nD�.00 $ 1 O, l�n $ lo,�b $ (v oD. c� $ .3 c7o. cx� � A� �, � �, � � , � � � � � � �' � 23. 30 C.Y. Class'E' Concrete (1500#) ; Per Cubic Yazd -r�� Dollars and � � � Cents 24. 113 L.F. Trench Safety System, D-16; Per Lineaz Foot: ,+1,� �, Dollars and e�! �� Cents 25. 113 L.F. Extra Depth of Water Mains, Per Lineaz Foot: t� ; � Dollazs and ; , r, Cents 26. 6186 L.F. 2-Inch Hot or Cold Mix Temporary Pavement Repair, Per Fig A, D-49; Per Linear Foot: t � u � Dollars and S e 2�c.�L� 4c Cents $ 1�.�� $ 3U��.�� $ �, o c, $ � L 6. c.�o $ � : c� v $'� � �, $ ?LU.Ui; $3S 2L>�, Zc� TOTAL AMOUNT BID-UNIT I $ Z � � .S� �, `� � *Type of Pipe Used / PVC DR-14: �� DIP Class 51: � U(��d��/�� '��GQ� '��tif ��'rG�� ° °�� U lla UV\l�."�.':IUUB �L7L'�o iJNIT II: SANITARY SEWER REPLACEMENTS ITEM APPROX. DESCRIPTION OF ITEMS WITH NO. QUANTITY BID PRICES WRITTEN IN WORDS iJNIT TOTAL PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) 1. 35 L.F. 6-Inch Sanitary Sewer Pipe *, 6 Ft. - 8 Ft. Trench Depth, D-23; Per Linear Foot: -ttaa,u,p-,�- y�w� Dollars $ 2Z.oa $ �?�o.00 �d ,� o Cents 2. 2399 L.F. 8-Inch Sanitary Sewer Pipe *, 0 Ft. - 6 Ft. Trench Depth, D-23; Per Linear Foot: ��,,�� , fwo Dollars $ Z 2. oa $$Z, Z78, ob ' and � n o Cents ' 3. 2078 L.F. 8-Inch Sanitary Sewer Pipe *, 6 Ft. - 8 Ft. Trench Depth, D-23; Per Linear Foot: 7-t�.,�� --Fi V'� Dollars $ 25, !� o $�.,� 1 q 6. d"a and s Xr� Cents 4. 147 L.F. 8-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth, D-23; Per Linear Foot: `/'h � �+•a Dollars $ 30, I � $ �i 4� 2 � . '�o and T�er,,, Cents 5. 48 L.F. 8-Inch SDR-26 Sanitary Sewer Pipe *, 0 Ft. - 6 Ft. Trench Depth, D-23; Per Linear Foot: ..�e,�,�-� +1'wo Dollars $ 2 Z. R o $ I� 9 q. .z o and ti� �,n o� Cents 6. 66 L.F. 8-Inch SDR-26 Sanitary Sewer Pipe *, 6 Ft. - 8 Ft. Trench Depth, D-23; Per Linear Foot: �" W Pna".r�- � L tl O D0118i'S �� S• D � $ I�P �O• DD and n � Cents � ..,�..__.. ._ ... � # � ' � . . B-6 �., �.�... � . ,.. ._... .W..�,. _.._.,.,... _ �li � �" 7 8. 9 10 11 12 13. 14. 13 EA. Standard 4-Foot Diameter Manhole to 6 feet depth D-17; Per Each: �vu��l �av�I �t�u;�. iLt,��clsecP 1"h,c+y_ �»c.. Dollazs and `s� jc-ry -�=� � r Cents 10 L.F. Additional Depth Over 6 Foot of Standazd 4 Foot Diameter Manhole; D-17; Per Linear Foot: c�� Guti,.,;l,�,/ Dollazs and � � � Cents 1 EA. Standard 4-Foot Diameter Drop Manhole to 6 feet depth D-17; Per Each: ��«u,sa�� -F��'Lu.�rulr��l � rr �,- 5 i� Dollazs and t��ev�+�i � -F�,i� Cents 7 L.F. Additional Depth Over 6 Foot of Standard 4 Foot Diameter Drop Manhole; D-17; Per Linear Foot : C� {�,,-�,�,,��I Dollars and n „ Cents 14 EA. Concrete Collar for Manhole, Per Fig. 121; D-17; Per Each: 7�I G��r �LG;��il�r^t i� f'r ;�t� Do111is and � � Cents 16 EA. Watertight Manhole Inserts D-17; Per Each: ,r x ry Dollazs and n,� Cents 11 EA. Remove Existing Sewer Manhole, D-20; Per Each: T�irr� ��u��uli�cl I1��nF�c,��1��.Dollars and 5� Kt Y Cents 124 EA. 4-Inch Sanitary Sewer Service Tap, D-18; Per Each: r U� �1�,: �,��+�; I nh.��71,e�a, Dollars and -,��,.rr1, Cents $ I'?_�31.(�5 $ 1G;.vll..�� $ /t7D, �n $ /��c ��.0��; $/s��.�5 $ 1541�•Z� $ i �c ; . L, : $ 7 �:t;. o ;;� � J.J 0.G a`, $ l� ,;i ci $ ��c, U�, $ �fL'o.c�' $ 3�r�.G� $ 3Z�: -�c $ I 1�-�. ��.:� $ "' �—. L c '��(��G�� GQ� ��0�'�� [��G� ° °1� B—� ��o �� o 15. 1066 L.F. 4-Inch Sanitary Sewer Service Line Replacement, . D-18; Per Linear Foot: Ei��Y��n Dollars and' S� rtv Cents 16. 2034 L.F. 4-Inch SDR-26 Sanitary Sewer Service Line Replacement, D-18; Per Linear Foot: �; � l�.f ��e.,�, .Dollars and s�cup�„��--Fi,l� Cents 17. 60 C.Y. Crushed Limestone, D-14; Per Cubic Yazd: i—r V�. Dollars and � n Cents 18. 20 C.Y. Class 'B' Concrete (2500#) ; Per Cubic Yard: F,'�� Dollars and ,� o Cents 19. 20 C.Y. Class'E' Concrete (1500#) ; Per Cubic Yard: Fi uw Dollars and � o Cents 20. 4773 L.F. Trench Safety System, D-16; Per Lineaz Foot: �lr�o Dollars and �if; Y Cents 21. 20 SY. Concrete Driveway or Sidewalk Replacement D-13; Per Squaze Yazd ,Si�r- �i��,t Dollars and -�� r„ Cents 22. 4776 L.F. Post-Construction Television Inspection of Sanitary Sewer Lines D-39; Per Linear Foot: c71,� Dollars and fi�ry Cents _ ...�.�. .�.�.. ... _ -- - • ! . p � � . � B-8 � . � _ _.__ r_._ _ _ . _ _ ___� ._._.__ 1 $ l�.�a $ Jg.�S $ �9,82Z.6o $3X137.So $ .�'oo $ 300• � $ S' ao $ , S,o 0 $ 2.Sb $ � ov .00 $ �Uo,00 "� �� $ d�.5� $ 13�b,vo $ l s� $�+ .�o 23. 6466 L.F 2-Inch Hot or Cold Mix Temporary Pavement Repair, Per Fig s, D-49; Per Linear Foot: Fr �- � Dollars and ScU��,,ti�� Cents $ �,'IU $ 3�. �'S?�.2c. TOTAL AMOUNT sID-IJNIT II $�� 3 3 3 y.�-l� * Type of Pipe Used: PVC Pipe (SDR-35, Per E1-25, 6- 15 inch) PVC Pipe (PS-46, Per E1-27, 6- 15 inch) PVC Pipe (Composite Pipe, Per E1-29, 8- 15 inch) PVC Pipe (Corrugated Pipe, Per E1-31, 6- 15 inch) TOTAL AMOUNT BID-U1vIT I TOTAL AMOUNT BID-IJNIT II GRAND TOTAL AMOUNT BID • � ✓ S � Z� ..'��. 3� $ Z73 33%, �o $ `� �/`�, t� 4 � 'I 5 U��O%�� L�C�G�� '��V ��'GG� ° °�l : !� �v ��'LUU� UL1f/�s Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. . The undersigned bidder certifies that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned bidder further certifies that he has been furnished at least one set of the `Standazd Specifications for Street and Storm Drain Construction-City of Fort Worth', and that he has read and thoroughly understands all the requirements and conditions of that document and the specific Contract Documents and appurtenant plans. The undersigned agrees to pay not less than the "Prevailing Wage Rates" as established by the City of Fort Worth, Texas. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned aze not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within g5 working days after beginning construction as set forth in the written work order to be furnished by the Owner. (Complete A or B below, as applicable:) A. The principal place of business of our company is in the State of Nonresident bidders in the State of . , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. 1/ B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. , � � 1 � _...,._..._....... :..r,.. .. '...._� I(we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have,been taken into consideration on preparation of the foregoing bid: Addendum No. 1(Initials) Addendum No. 3(Initials) Addendum No. 2(Initials) Addendum No. 4(Initials) G� (Seal) Date: / � ` � � ' �j `j � i �1 Respectfully submitted, b�.t a�l�sdn l,�, l� f� �s lr�r. Y� � � � �� — Title /� ��/l� -Y'�t"SiC�Fill t Address � Io�t �:, �. ��u�Ie�� cI . �J u �1� S d�l .(� `"l 1� o�� Telephone: $ l 7- 01�1 j•�d �l � � ��f�G �� C�G� �� :; �U U� ��°..�^. U,�� e U ll l'� �i l�'�/�Il Up I1L�Wo � � PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, l, 1987 TABLE OF CONTENTS � � � � � ` Cl-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specif ications Bond Contract Plans City City Council Mayor City Manager City Attorney Director of Public Works Director, City Water Department Engineer Contractor 5ureties The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street Cl-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 (1) (1? (2) (2) (2) (2) (2) (2) (2) (3) (3) (3) (3) (3) (3) (3> (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6> (6) (6> i � L . U , C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site C2-2.4 Submitting of Proposal C2-2.5 Rejection of Proposals C2-2.6 3id Security C2-2 (1) C2-2 (1) C2-2 t2) C2-2 (3) C2-2 (3) C2-2 (3) (1) , ''U'�Ir�LQ�� ;.��VUt� '��br �"�'r s " °� U Yo V'J��'.Ur�� ISWa ❑ C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 AWARD AND EXECUTZON OF DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Schedule of Operations C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C5-5 CONTROL OF WORK AND MATERIALS C5-5.1 Authority of Engineer C5-5.2 Conformity with Plans C5-5.3 Coordination of Contract Documents C5-5.4 Cooperation of Contractor C5-5.5 Emergency and/or Rectification Work C5-5.6 Field Office C5-5.7 Construction Stakes C5-5.8 Authority and Duties of Inspectors C5-5.9 Inspection C5-5.10 R�moval of Defective and Unauthorized Work C5-5.11 Substitute Materials or Equipment C5-5.12 Samples and Tests of Materials C5-5.13 Storage of Materials C5-5.14 Existing Structures and Utilities C5-5.15 Interruption of Service C5-5.16 Mutual Responsibility of Contractors C5-5.17 Cleanup C5-5.18 Final Inspection (2) C2-2 (4) C2-2 (4) �2-2 (4> C2-2 (4) C2-2 (4) C2-2 (5) 1 � 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) (4) (7) (7) (7) (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 (2) C4-4 (2) C4-4 (3) C4-4 (4) C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) C8-8.3 C8-8.4 C8-8.5 C8-8.6 C8-8.7 CS-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 � �---- .... . - Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents (4) � C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (5) O � � � � � � � f � � � � � C6-6 C6-6.1 C6-6.2 C6-6.3 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 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.1 C8-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Se��tion of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Eguipment Work Schedule Time of Commencement and Completion Extension of time of Completion. Delays Time of Com�letion Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment uf the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities linit Prices C6-6 C6-6 C6-6 C6-6 C6-6 (1) (1) (1) �2) (2) C6-6 (3) C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (8) C6-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 (11) (11) (11) (12) (12) (12) C7-7 C7-7 ��-, C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) (2) (2> (3) (4) (4) (4) (5) (6) (6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10) C7-7 (13) C8-8 (1) C8-8 (1) '� y��GU�� 'C�C�CJ�� '` ��` �"�':�G°� ° °�( c 3 > �s�o �, �� b`:'i��, �C��o � � C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes th� notice to bidders, C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. C1-1.6 GENERAL CONDITIONS: usual construction and contrac performance of the work so accordance with the customary and requirements of the Ci promulgated ordinances. Wherever Condition5 precedence The General Conditions are the t requirements which govern the that it will be carried on in procedure, the local statutes, ty of Fort Worth's charter and there may be a conflict between the General and Special Conditions, the latter shall take and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and Cl-1 (2) f . r ....._.. . . . :.,.. ... ....... .. . �..... � .. � � � � �.� � � �� i � �i ' � � � � � ' � � � ' PART C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained in the General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A- NOTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITTONS (CITY) � (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) (Sample) White White Canary Yellow Brown Green E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H- PLANS (Usually bound separately) cl—i ci� ��OC�� '[��G� \`;' O fl U G�'u W � C U r �o �,IIILIU�F Il�s � � �_'7 � � � � faithful performance of the contract and include the following: a. Performance Bond (see paragraph C3-3.7) b. Payment Bond (see paragraph C3-3.7) c. Maintenance Bond (see paragraph C3-3.7) d. Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual � understanding of the two contracting parties about the project to be completed under the Contract Documents. �, � � �" C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth, Texas, a municipal � corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. � � � � 0 C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. C1-1 (3) � ; i��@�d �1��G�� ' �[�'�G� ' °� �o �� _'�U�p ��. -... -.. .... C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties �ntrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the.site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and all requirements as set forth in the Contraat Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and i�cidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY: A working day is defined as a calendar day, not i.ncluding Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than seven (7) hours between 7:00 a.m, and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be prescribed by the City Council of the City of Fort o'raservance by City employees as follows: observed as ' Worth for � C1-1 (4) , r -. � ' � �. L.� � � :� � �" . � l*� 1• 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. King, Jr. Birthd�y. Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in November December 25 When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall.be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monday, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association oF MGD State Highway Transportation Officials ASCE - American Society of Civil Engineers LAW - In Accordance With ASTM - American Society of Testing Materials AWWA - American Watar Works Association ASA - American Standards Association HI - Hydraulic Institute Asph. Ave. Blvd. CI CL GI Lin. lb. MH Max. - Asphalt - Avenue - Boulevard - Cast Iron - Center Line - Galvanized Iron - Linear or Lineal - Pound - Manhole - Maximum � C1-1 (5) - Million Gallons Per Day CFS - Cubic Foot per Second Min. - Minimum Mono.- Monolithic $ - Percentum R - Radius I.D. - Inside Diameter O.D. - Outside Di�meter Elev.- Elevation F - Fahrenheit C - Centigrade In. - Inch Ft. - Foot St. - Street CY - Cubic Yard Yd. - Yard SY - Square Yard L.F. - Linear Foot D.I. - Ductile Iron ':)��6�0�� 0�'U` ��'� G� ° °1� (�o �G��I� ��_ n C1-1.27 CHANGE ORDER: A"Change Order" is a written supPlemental agreement between the Owner and the Cont.ractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increa5e in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25� of the amount of the particular item or items in the original proposal. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: l. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treatmenL, not including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with or without separate base material. 5. Any combination of t�e above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: parallel lines two (4') feet back of exists. The roadway is defined as the area betwe�n (2') feet back of the curb lines or Four the average edge oF navement where no curb C1-1.32 GRAVEL STREET: A gravel street is any unpaved strPet to which has been added one or more applications of gravel or similar material othe.r than the natural material found on the stre�t surface beFore any imorovement was made. C1-1 (6) � � SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior to the hour for opening of bids. The financial statement required shall have been prepared by � an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so � prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new � statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount � of ten (10�) percent of the estimated project cost will be .. required. �" For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm �seeking qualification in work of both the same nature and ' magnitude as that of the project for which bids are to be received, and such experience must have been on projects r- completed not more than five (5) years prior to the date on which are to be received. The Director of the Water ' department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has �� available for the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. L; � u C2-2.2 TNTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal c 2— 2 c i� �;;��I��O� �1�� '��r4J� +^lU U C'��vW e �� U �o �'�� U /�U U➢ ll �� forms or other parts of the ConLract Documents will be considered as approximate only and will be used For the nurpose of comparing bids on a uni£orm basis. Payment will be made to the �ontractor for only the actual quantities of work performed or materials furnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and materials to be furnished may be increased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. Al1 additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing o.f proposal, to read and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent res�arch and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time requi�ed for its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in �he Contract Docurnents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, �nd other 3ata which are necessary for fu11 and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-Facie evidence that the bidder has ma�e tne investigations, examinations and tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicat�d in the Contract Documents will not be allowed. The logs oF Soil 8orings, if any, showing on the plans are for general information only and may not be correct. Neith�r the C2-2(2) � ' Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. `- C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his ►,,, Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, � written in ink in both words and numerals, for which he proposes to do the work contemplated or furnishe the materials �,,, required. All such prices shall be written legibly. In case of discrepancy between the price written in words and the � price written in numerals, the price most advantageous to the City shall govern. �,, If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or � partnership, the name and address of each member must be given, and the proposal must be signed by a member of the firm, association, or partnership, or by a person duly �"' authorized. If a proposal is submitted by a company or , corporation, the company or corporate name and business address must be given, and the proposal signed by an official � or duly authorized agent. The corporate seal must be affixed. � Power of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and �,., submitted with the proposal. � C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not �' called for, conditional or uncalled for alternate bids, � incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or �! delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. �.,�, C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a"Proposal Security" of the character and - in the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way �, of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish � the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid �,,, security of all other bidders may be returned promptly after the canvass of bids. � � ::��i�� GO�:� ��[�C��D C2-2 ( 3) � r;,:�i ,�9 r��^r�� e ep� �J c�1��Uu�U r �` i� 'f'��'�'i'UdQ Ul5W . C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set Porth 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 proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders.'� The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. � request for non-consideration of a pronosal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of propasals. 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 m�, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set For opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and providzd further, tha� 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. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and For which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorized representative at the tiine and ;�lace indicated in the "Notice to Bidders." All proposals which have b�en opened and read will remain on file with the Owner until the contract has been awarded. Bidde.rs or their authorized representatives are invited to be present for the opening of bids. C2-2.I1 IRREGULAR PROPOS�ALS: Proposals sha11 be r_onsidered as being "Irregular" if thPy show any omissions, alte.rations of £orm, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the C2-2(4> � � � Owner reserves the right to waive any and all irregularities and to make the award af the contract to the best interest of � the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reason: a. Reasons for believing that collusion exists among � bidders. b. Reasonable grounds for believing that any bidder is � interested in more than one proposal for work 4, contemplated. c. The bidder being interested in any litigation � against the Owner or where the Owner may have a claim against or be engaged in litigation against � the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. �- e. The bidder having performed a prior contract in an unsatisfactory manner. ' f. Lack of competency as revealed by the financial ,_,9 statement, experience recard, equipment schedule, and such inquiries as the Owner may see fit to make. � g. Uncompleted work which, in the judgment ot the Owner, will prevent or hinder the prompt completion f" of additional work if awarded. �, h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the .-. following : � � L;J � 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgm�nt of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. c2-2 c s� '�:�GG� f BC�� c�U ��a � �� .. ��i��F� 0 0 � �� The Contractor shall pQst the required notice to tk�at effect .� on the project site, and, at his request, will be provided assistance by the City of Fort Worth's Equal Employment - Officer who will refe.r any qualified applicant he may have on file in hi5 office to the Contractor. Appropriate notices may � be acquired from the Equal Employment Officer. r� C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been � read by the �wner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. � C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to � withholdfinal action on the proposals for a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after �.: investigations have been made as to the responsibility of the proposed awardee... �„ The award �f the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAY, SECURITIES: As soon as proposed price totals have been determined fo.r comparison of bfds, the Owner may, at its discretion, .return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been Pxecuted and bond furnished or the Owner has otherwise diaposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract -' Documents, the Contractor shall furnish to, and file with the � Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND; A good and sufficient performance bond in an amount nat less than 100 pe.rcent of the amou.nt of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the prot�ction of the Owner and all other persons against damage by r2ason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) � �. _.._. _ . � . _ . . . : . � � , PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS � , � � n �I � ' � � � ' r SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. �� f�f�6� Dl�d ��C��D C 3- 3 c �� ' ��rG� ° �� o �J =�,��Ir ��?o � 1 bond shall guarantee the payment for all labor, I�"' materials, equipment, supplies, and services used , in the construction of the work, and shall remain in full force and effect until provisions as above stipulated are accomplished and final payment is � made on the project by the City. b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. � � � c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithf ul payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. � i� No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that effect and the Contractor shall immediately provide a C3-3 (3) � �,�L�� GDu��d ��C�J�?@ ��;i��U' �"�'GG' �� Il tic �J l.lir��o �:SlN. new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and,have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contrac�or shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and Axecuted for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to ex�cute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner will suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company wi11, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all th� insurance required under the Contract Documents, and such insurance has been approved by the Owner. The prime Contractor shall be responsible for delivering to the Owner the sub-contractors' C3-3 (4) � C �"" � f* ,� �I � � � ' certif..icate of insurance for approval. The prime contractor shall indicate on the certificate of insurance inr_luded in thP documents for execution whether or not his insurance covers sub-contractors. It is the intentio.n of the Owner that the insurance coverage required herein shall include the coverage of all sub-contractors. a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workers' Compensation Insu.rance on all of his employees to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous work on the project under this cont.ract is not protected under the workers' Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maintain during the life of this contract Contractor's Coznprehensive General Liability Insurar�ce (Public Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurrence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account oE property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-znentioned policies, and in the amount as set forth for public liability and property damage,,the following insurance: 1. 2. 3. 4. Contingent Liability (covers Gene.ral Contractor's Liability for acts of sub-contractors). Blasting, prior to any blasting being done. Collapse of bui.ldings or structur�es adjacent to excavation (if excavations are to �ie performed adjacent to same). namage to underground utilities f_or $500,000. �;��G6��G�� C��Q� � C3-3 ( 5 ) �:; �� c��U�� ° °� • rr'�>;' rl�� IIr�IIUll� L��o G 5. 6. Builder's risk (where above-qround structures are involved). Contractual Liability �covers all indemnification requirements of Contract). d� AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on accaunt of one accident, and automobile property damage insurance in an amount not less than $100,000. �. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, and also against any of the following s�ecial hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory to the Owner. (Sample attached.> A11 i�surance requirements made upon the Contracto.r shall apply to the sub-contractor, should the Prime Contractor's insurance not cover th� sub-contractor's work op�rations. 9• T�OCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, payrnent, maintenance and all such other bonds are written shall be represented by an agent or agents having an office located within the city limits of the C3-3 (6) � � �n City of Fort Worth, Tarrant County, Texas. Each � such agent shal.l be a dtzl.y 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 ti- settle with the City of Fort Worth, or ariy other claimant, any claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, insurance, and/or bonding company. If the local �„ insurance representative is not so empowered by the " insurance or banding companies, then such authority ' must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Da11as area. The name of the agent or agents shall be set � forth on all oF such bonds and certificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under tlle Contract, the Contractor shall pay far all materials, labor and services when due. � C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished ta the ..,, Owner's representative within seven (7) days after thP clos� of each payroll period. A copy or copies of the applicable �- minimum wage rates as set forth in the Contract Documents � shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. .�, Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates � shall be the responsibility of the Contractor. ,R C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a p�rson, p�rsons, partnershin, company, firm, association, corporation or other who is approved to do � business with and enters into a con�ract 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 �lort'n-Dallas metropolitan area. The � Contractor shall charge, delegate, or assign this office (or he may delegate his Project �uperintendent> with Full authority to t.ransact all business actions required in the o�rfo�mance o£ the Contract. This local authority shall be made responsible to act for the Contractor in all matters Pertaining ta the wor�c governed by the �ontract whether it be administrative or othercaise and as such shall be empowered, � thus delegated and dir�cted, to settle all material, labor or other expenditures, all claims against the work o.r any other ti � �: � C 3 - 3 ( 7 ) �:,'�U'��GOG�� JUS'� " ��ur �"��u °'��l�U ti'� l�"U� Y�J�`:�OUuo �l��. � � , matter associated such as maintaining adequate and appropriate , insurance or security cove.rage fr�r the project. Such local authority for administration of the work under the Cont.ract shall be maintained until all business transactions executed , as part of the C�ntract are complete. Should the Contractor's princi�al base of operations be other than in the Fort Worth-Dallas metropolitan area, notification � of the Contractor's assignment of local authority shall be made in writinq to the Engineer in advance of any work on the project, all appropriately signed and sealed, �s applicable, � by the Cont.ractor's responsible officers with the understanding that this written assignment of authority to a local representative shall become part of the project Contract � as though bound directly into the project documents. The � intent of these requir_ements is that all matters associated with the Contracto.r's administration, whether it be oriented in furthering the work, or other, be governed direct by local � authority. This same requirement is imposed on insurance �nd surety coverage. Should the Contractor's local representative Fail to perform to the satisfaction of Engineer, the Engineer, � at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of � working time will be for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be , exclusively in Tarrant County, Texas. � � � , L� � r C3-3 (8> � � waiving or invalidating any condi.tions or provisions of the Contract Docu�ents. � Variations in quantitiPs of sanitary se=,�er pipe� in depth �. categaries, shall be interpr�ted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, "� but not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the „� Owner reserves the right to make such ckianges in the Contract Documents and in the character or quantities of the work as +� znay be necessary or desirable to insure completion in the most ' satisfactory manner, provided such changes do not materially " alter the original Contr�ct Documents or change the general nature of the project as a whole. Such changes shall not be ' considere3 as waiving o.r invalidating any condition or -+► provision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes � and alterata.ons oE the Cont�act Documents or of quantities or for other reasons f�r which no prices are provided in the ,,,� Contract Documents, shall be defined as "Extra Work" and shall be performed hy the Contractor in acco.rdance with these '�'" Contract Documents or approved additions theretn; provided, however, that before any extra work is begun a"Change Order" shall be e�ecuted or written order issued by the Owne.r to do � the work far payments or credits as shall be determined by one or more combination of the following methods: �+ a. Unit bid price previously approved. b. An agreed lu�np sum. c. The actual reasonable cost of (1) labor, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors oF America current equi�ment r_ental rates; (3) materials entering permanently into the orojert, and (4) actual cost of insii.rance, bonds, and social security as detzrmined by the �wner, plus a fixed fee to be agreed upon but not to exceed 10� oE the actual cost of such ex�ra work. The fixed f�e is noi� t� include any addit.ional profit to the Cont.ractor for rental of equi�ment owne�3 oy hi.m and used For tne extra work. The f_�e shall be full and complete compensation to rov�r the co�t oE sup�rintendence, �verhea�3, ot'ner pcofit, general and a11 other expens� not inc.luded in (1), (2), t3), and (4) ak�ove. The Contracto.r shall keep acr.urate cost r�cords on the form a.nd i�z the met'nod C4-4 (2) � � � � � ' PART C - GENERAL CONDI'rIONS C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORK � C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract �ocuments to provide for a complete, useful project which the Contractor undertakes to � construct or furnish, all in full compliance with th.e requirements and intent of the Contract Documents. It is definitely understood that the �ontractor shall do all work as „� provided for in the Contract Documents, shall do all extra or � special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in ' these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. :� C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or ,� covered by General or Special Conditions of these Contract � Documents be anticipated, or should there be any additional � proposed work which is not covered by these �ontract Documents, then "Special Provisions" covering all such work , will be prepared by the Owner previous to the time of receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda. A1.1 such "Special Provisions" � shall be considered to be a part of the Contract nocuments just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves ' the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the � work as altered, increas�d or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. 1 When such changes incr�ase or decrease the original quantity of any item or items af work to be done or materi�ls to be furnished by the 25 percent or more, then either party to the contract shall upon written request to the other party be � entitled to a revised consideration upon that portion of the work above or below the 25 oercent of the original quantity stated in the proposal; such revised consideration to be � determined by special �agreement or as hereinafter provided fo.r "Extra work." No allowance will be made for any changes in anticipated orofits nor shall such changes be considered as � - � 4- 4 (1) �� Ir � GQG� l� ��lSCJI�� ; � J br Cjl�,�� 1 D M Y n•� +^ � ��o �;x�1�;-�?�M_ �?�'�';� � shall be presented also a composite graph showing the anticipated progress of construction wit'n the time being plotted horizontally and the percentage of comr�letion plotted vertically. The progress charts shall be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints sha.11 be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the �ontractor proposes to carry on the work, the date of which he will start th� several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved ioy the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. � As a minimum, the construction schedule shall incorporate � all work elements and acti��ities indicated in the proposal ,� and in the technical specifications. � �. Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft sch�dule with the Engineer to ensure the Contractor's understanding of the contract .requirements. The following guidelines shall be a3kierea to in preoaring the construction schedule: a. Mi.lestone dates and final project completion � dates shall be developed to conform to time -�- constrai:�ts, sequencing requirements and completion time. '� b. The construction process shall be divided into activities with time dur�tions oi approximately fourt�en (14) days and construction values not to exceed $50,000. Fabrication, delivery and submitt�al •�ctivities ar� exceptions to this guideline. C4-4 (4) ,� � i• a„r_ ._._ � ' suggest�d b� +�he Owner and sha11 give the Owner access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. ' No claim for Extra Work af any kind will be allawed unless ordered in writing by the Owner. In case any ord�rs or instructions, either oral or written, appear to the Contractor � to involve Extra Work for_ which he should receive compensation, he shall make written request to the Engineer for written ord�rs authorizing such Extra Work, prior to beginning such work. r Should a difference arise as to what does or does nat constitute Extra Work, or as to the payment thereof, and the � Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). � Claims for extra work will not be paid unless the Contractor shall file his claim with the Owner within five (5) days before the time for making the first estimats after such work �a is done and unless the claim is supported by satisfactory � vouchers and certified payrolls covering all labor and materials expended upon the said Ext.ra Work. � The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepare for � permanent record a corrected set of plans showing the actual installation. � The compensation agreed upon for 'extra wor;c' whether or not iniitiated by a'change order' shall be a full, complete and finaZ payment �or all costs Contractor inct.irs as � r�sult or � re.lating to l-.he change or extra work, whether said costs are known, �anknown, foreseen �r unforeseen at that time, including � without l.imitation, any costs for delay, ext�nded overhead, ripple or impact cost, or any ot'ner effect on changed or � unchanged work as � rAsult or the c�iazzge or extr� w�rk, C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work � under this contract, the �ontractor shall submit to the Owner and receive the Owner'� an�roval ther�of, a"Schedule of Op�rations," showing by a straight line method the date of � commencing and finishing each oE the major elements oE the contract. Tnere shall be also shown th� �stimated monthly cost of work f.or whic_h e.�timat�s ara tc� be expectzd. Ther� '� � I', J :.4-4 ( 3 ) � �:;��S��L��i� ��L�J��' �� l' u � e��rU`�151�° e U . ��I!� �r9��:��Wo �lSl�1. � 9. Operational testing. 10. Final inspection. � If, in the opinion of the Owner, work accomplished falls " behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In additi�n, � the Owner may require the Contractor to submit a revised schedule demonstrating his program and proposed plan to make up lag in scheduled progress and to insure com�letion "�I of the work within the contract time. If the Owner finds the proposed plan not acceptable, lie cnay require thP � Cont.ractor to increas� the work force, the constructic�n . plant and equipment, the number of work shifts o.r the �vertime operations without additional cost to the Owner. "'� Failure of the Cont:ractor t� comply with these r�quirements � shall be considEred grounds for determination by ttle Owner that the Contractor is failing to Prosecute the work with such diligence as will insu.rP its comple�ion within the � time snecified. r... . _ .. �4-4 (6) � , ' � , , , , � � .,.__... , .n •. . .. : � , � ' � � � ' c. Durations shall be in calendar days and normal holidays and weather conditions over the duration oE the contract shall be arcounted for within the duration of each activity. 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 3ate and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Cont.ractor or the Own�r. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into gene.ral categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For �ach of the trades or subcontracts, the construction , schedule shall indicat� the following orocurements, construction and nreacceptance activities and events in their logical sequence for equipment and mat�rials. � l. 2. � 3. � 4. 5. � 6. � 7. � 8. � � ' Preparation arad tr.ansmittal of submittals. Submittal .review neriods. Shoo fa'�ricati�n and detivery. Erzction or inst�llation. Transmittal of manufactarer's operation ancl maintenance instructions. Installed eguipment and matarials testing. Owner's operator instruction (if. apolicable). Final inspection. �4-4 (5) ��,��a�OG��d ��C��D � ��r ��IuU`1 � e II �� } �k1R��W �15W . �'.I�v UJl'J�. � e � ' C5-5.3 COORDINATION OF CONTRACT DOCUM�NTS: The Contract �• Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete � and useful project, and any requirements appearing in one of ,� the sections is as binding as though it occurred in a11 sections. In case of discrepancies, figured dimension shall � govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. � The Contractor shall not take advantage of any ap�arznt error � or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may - be deemed necessary for the fulfillment of the intent of the � Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a � conflict in the drawings, specifications, or other portions of the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have ,� quoted the most expensive resolution of the conflict. CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be � furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract ]�ocuments. n The Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. The Contractor shall at all times have competent personnel � available to the project site for proper performance of the work. The Contractor shall provide and maintain at all times at the site of the project a competent, English-speaking superintendent and an assistant who ar� fully authorized to "'� act as the Contractor's agent on the work. Such ..,� superintend�nt and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and � fulfill instructions froxn the Owner, the Engineer, or his � authorize� representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing � to the project superintendent, to act as the Contractor's agent on the work, Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time '"� of the day or night on any day of the week on which th� , Engineer determines that circumstances require the presence on the project site of a representative oF the Contractor to � � • C5-5 (2) � �� ' � � ' � � „ FART C - GENERAL C5-5 CONTROL OF MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS CONDITIONS WORK AND C5-�.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract dacuments. He shall determine the amount and quality of the work � completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive / authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. 1 ' ' � � � � In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy.� CS-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. �� GO�� 1�C�G� C5-5 (1) ��. ��? ��U` ° °� '�• ., t: i;��p �� ' These stakes or markings shall be set sufficiently in advance -� of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or guida�nce shall be preserved by the Contractor until he is ,� authorized by the Engineer to remove them. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by '� the Contractor o.r any of his employees, the full cost of replacing such stakes or marks plus 25$ will be charged against the Contracto.r, and the full amount will be deducted � from pay.ment due the Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City � Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preoaration or � manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence � that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the � Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in ,,,� accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the -- City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will ` have authority to reject materials or �quipment to suspend � work until the question at issue can be referred to and be decided by the Engineer. The City Inspector will not, � however, be authorized to revoke, alte.r, enlarge, or release any requirement of these Contzact Documents, nor to approve or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the �ontract '� Documents. He will in no case ac:t as superintendent or �.- foreman or,perform any other duties for the Contractor, or interfere with the management or operation of the work. He ' will not accept from the Contractor any co�npensation in any ,,,�,� form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector � or Engineer when the same are consistent with the obligations of the Contract Documents, prov�ded, however, should the Contractar object to any orders or instructions of the City Inspector, the Contractor may within six days make written � appeal to the Engineer for his decision on the matter in controversy. '�J C5-5 (4) � �� 1 1 l_.1 ' � r , � r- �' � ' adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of property conti�guous to the project routing. The Contractor shall provide all facilities to enable the Engineer and his insnector to examine and inspect the workmanshi� and materials entering into the work. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or �ngineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch ta a verbal request made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City sk�all then deduct an amount equal to the entire costs for such remedial action, plus 25�, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use o£ the Engineer, if speci.fically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed,, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. C5-5.7 CONSTRUCTION STAKES: The City, through its Engine�r, ' will furnish the Contractor with all lines, grades, and measureznents necessary to the proper prosecution and contr�l of the work contracted for under these Cantract Documents, and � lines, grades and measurements wi11 be established by means of stakes or other custocnary method of marking as may be found consistent with good practice. � �� ":;��V� Bl�� Q@ 'v��' ��'�G� ' °� C5-5 ( 3 ) ��' l ��;;'��P � ��:r; �!!'V+, '' :.°. �., � substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written,approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and agaiilst the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Wher�, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for� direct to the testing agency by the Owner unless otherwise speciFically provided. The failure of the Owner to make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise spe�ified, will be made in accordance with the latest methods prescribed by the American Society for Testing �Iaterials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use the materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same ac3qregate, cement, and mortar which are to be used later in the concrete. Should thP source of supply change, new tests shall be made prior to the use of the new materials. C5-5.13 STORAGE OF MATERIALS: All materials which used in the constr.uction operation shall be store insure the preservation of the quality and fitness of When directed by the Engineer, they shall b� placed platforms pr other har3, clean durable surfaces and r ' � J � "� � are to be d so as to � the work. on wooden not on the � C5-5 (6) � � ' � � ' � ' �i � �, � LJ' �i � �J � r � , C5-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements of the Contract Documents. If�the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract Documents. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should be work so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent defective or damagec� parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauttiorized work to be removed, and the cost thereof may be deducted from any money due or to become due to the Contractor. Failure to require the removal of any defective or unautharized work shall not constitute acceptance of such works. C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if Cont.ractor wishes to .furnish or use a proposed substitute, he shall, prior to the preconstruction conFerence, make written application to ENGItVEER for approval of such substit�ste certifying in writing that the proposed substitute will per.Eorm adequately the functions called for by the general design, be similar and of equal substance to that speciEie3 and be suited to the same use and capable of performing the same function as tt�at specified; and identifying all variations of the proposed C5-5 ( 5 ) ��:��u��QL� G��JU�� (�:. � 11 U C'�(u U�� 6 R�1 U U Ua V�l�l�1�y �15Y`Jo 2. Notify each customer personally through responsible personnel as to time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type shall say: "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and . This inconvenience will be as short as possible. Thank you, Contractor Address Phone b. Emergenc.y: In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part of the Contractor, any other Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agr�es to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner �gainst any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished iiz keeping with a daily routine established to the the satisfaction of the Engineer. Twenty-faurs fours after written notice is given to the Contractor that the clean-up on the job sit� is Qroceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the � � C5-5 (8) � . ;........:_�.�: ..,_,.: .. : :.. I 'i �� ' � � ' u � � � � � � � ,.r ' ' l_ J� � ground, and shall be placed under cover when directed. Stored materials shall be �laced and located so as to facilitate prompt inspection. C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to existing utilities are based on the best znformation available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis fo.r claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Uocuments for Extra Work shall apply. It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, str�ctures and service lines shall include notification of all u�ility companies at least forty eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing u�tilities and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the int�.rruption of service is necessary, the Contractor, at least 24 hours in advance, shall be r�quired to: l. Notify the Wat2r Department's Distribution Division as to location, time, and schedule of service interruption. � C5-5 (7) ;;��G �DI�� C��G�� [��G� ° e� r� ��''��'��p ��o � ,.:., , � r-' L__J � �� unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up de£iciencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25� of such costs, shall be deducted from monies due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documents, and beEore final acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and wa�te materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. C5-5.18 FINAL INSPECTION: Whenever the work provided for in and contemplated under the Contract Documents has been � satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner and �request that the Final inspection be made. Such inspection � will be made within 10 days after such notification. After such final inspection, if the work and mat�.rials and equipment are found satisfactory, the Contractor will be notified in � writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notification of the Engineer and the date of final inspection of the work. � , r-. L� � , �>>'��6�v0�� ?��Q� � C5-5 ( 9 ) �V��f ��I5Wi�11t1U � r�' �s�'t�� P �[�. �, � , . � ..._, , � ' � .,� PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS A1�D PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY �'� C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times �"' observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct �"' of the work or his operations, and shall observe and comply . with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or � ignorance thereof will be considered, The Contractor and his Sureties shall indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims ' or liability arising from or based on the violation of any � such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES�C MATERIALS AND PROCESSES: If the �+ Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted � design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy rights in any �' way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such ''° patented design, device, material or process, or any , trade-mark or copy right in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it � may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the ?� responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment F"' specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. � � � I��OC 0�,� �'�C J�� C6-6 (1) ��U v �lS�::U`� " ° U �o �'��Wo u�. C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to prevent the inception and spread of infectious or contagious diseases and to effectively prevent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be const.ructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. Al1 such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or eguipment stored about the work shall be so p�laced and used, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gravel or such other means of providing proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engine�r at any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) '_ _--_ _ _ �. . .. . . � � , � gas valves, or manholes in the vicinity. The Owner reserves -� the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety whicli may come to ` its attention, after twenty-four hours notice in writing to �j the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either � case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. � The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is requested to be closed ;,� or obstructed or any fire hydrant is to be made inaccessible, and, when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire � Department Headquarters when all such obstructed streets, alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in connection with such crossings shall include the roadway approaches as � well as the structures of such crossings. � � � � � � � The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be ��6�� ,� G��C��G'� C 6- 6 ( 3) �� U U c�� s ° e� �o �h��ao ��o carried on operation o contractors contract, Contractor assistance additional be provided in such manner as not to interfere with the f trains, loading or unloading of cars, etc. Other of the Owner may, for all purposes required by the enter upon the work and premises used by the and shall be provided all reasonable facilities and for the completion of adjoining work. Any grounds desired by the Contractor for his use shall by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon right-of-way of any railway, the City will secure necessary easement f�r the work. Where the railway tracks to be crossed, the Contractor shall observe all regulations and instructions of the railway company as tc methods of performing the work and take all precautions safety of property and the public. Negotiations with railway companies for permits shall be done by and through City. The Contractor shall give the City notice not less any the are the the for the the than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. T�►e Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night, From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. Al1 installations and procedures shall be 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 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. � . r C6-6 (4) � , i� Lr' 0 � The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works department, Signs and Markings Division (phone number 8780-8075), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above referenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign caii be re-installed, the Contractor shall again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor will be held responsible for all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenev�r evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Con'tractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. �"' No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and � disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, safety, and � convenience of the public during the contract period, as this ._ work is considered to be subsidiary to the several items for which unit or lump sum prices are requested in the Proposal. � C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the � Contractor elect to use explosives, drop weight, etc., in the prosecution of the work, the utmost care shall be exercised at all times so as not to endanger life or property. The Contractor shall notify the proper representative of any �' public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in � � � ;'rG��8�0�:� ��'�.��' C6-6 ( 5 ) '�..��i� ��i� ° e� U�o U7U'C��11°0 Illyl/�o .r"" advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insu.rance coverage to protect against any damages and/or injuries arising out of such use of explosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored iri a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem necessary for the prosecution of the wor.k. Any additional rights-of-way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such additional rights-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owne.r has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights-of-way or easements of obst.ructions which must be removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use C6-6 (6) � ' � �' �, � � every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all otner public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners or occupants of public or private lands or interest in lands which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to public or private property on account of any act, omission, ;' neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereof on the part of the Contractor, he shall restore or have restored at his own cost � and expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such � damages or injury in a manner acceptable to the owner of the property and the Engineer. I�J � � �� All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the cross braced posts provided at the permanent easeznents limits, before the fence is cut. Temporary fencing shall be erected in place of th removed whenever the work is not in pro�ress and site is vacated overnight, anri/or at all times t livestock from entering the construction area. The fence removal, temporary closures and replacem�nt subsidiary to the various iterns bid in the � C6-6 (7) � fencing when the � prevent cost for shall be project , '��,��'��ia,� �`�L�J°1� '::J�� '�G� ° ��l I�:1,'�r�)�'��, ��",�. , proposal. Therefore, no separate payment shall be allowed for any service associated with this wo.rk. In case of failure on the part of the Contractor to rest�re such property to make good such damage or injury, the Owner may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisance or hazardaus condition results, Proceed to repair, rebuild, or otherwise resto.re such property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agr2ed by the parties hereto that Contractor shall perform all work and services hereunder as an independent contractor, and not as an officer, agent, servant or employee of the Owner. Contractor shall have exclusive control of and the exclusive right to control th� details of al.l the work and services performed hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees and invitPes. The doctrine of respondeat superior shall not apnly as between Owner and Contractor, its officers, agents, employees, contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise netween Owne.r and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and ag.rees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any an all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real o.r asserted, arising out of or in connection with, directly or indirectly, the work a�d services to be performed hereunder by Contractor, its officers, agents, emplayees, contractors, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcon�tractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers agents, servants and em�loyzes ior property damage or loss, and/or personal injuries, includi�g death, to any and all persons of whatsaever kind or characte.r, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to 'oe perfor�ed hereunder by Contractor, its officers, agents employees, rontractors, subcontracto.rs, licensees and invitees, whether or not caused, C6-6 (8) S . � ' � in whole or in part, by alleged negligence of officers, -- agents, servants, employees, contractors, subcontractors, licensees o.r invitees of the Owner. Contractor likewise `" covenants and agrees to, and does hereby, indemnify and hold �„ harmless Owner from and against any and all injuries,loss or damages to property of the Owner during the performance of any of the terms and conditions of this Contract, whether arising � out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, �" li�enses, or invitees of the Owner. In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. � I� If the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a '� period of six months following the date of the acceptance of the work performed unless the Contractor submits evidence in � writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained from the claimant involved, or �r u 2. Good faith efforts have been made to settle such outstanding claims, and such good faith efforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to tk�e Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. At the � C6-6 (9) ':;�(��Q��G�� J�� [�� U� ��';�� ° e U �� ,�,,,r,s��JF �[�. expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction o.f the Direct�r. The Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, shall give the Engineer access to all books of account, receipts, vouche.rs, bills of lading, and other books or papers containing any evidence as to the amount of such alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation shall be waived, and he shall not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES� ETC.: In case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall not be mov�d or interfered with until orders thereupon have been issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes o.r repairs to their property that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary outlets and connections for all private or public drains and sewers. The Contractor shall also take care of all sewage and drainage which will be received from these drains and sewers, and fo.r this pur�ose he shall provide and maintain, at his own cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, sha11 construct such troughs, pipes, or other structures necessary, and be prepared at all times to dispose of drai�age and sewage C6-6 (10) � � ' � received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or �, ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner so that no nuisance is created and so that the work under �,� construction will be adequately protected. � C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water Department for so doing. � City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. � All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. I"" The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. `" When meters are used to measure the water, the charges, if r,,, any, for water will be at the regular established rates. When ' meters are not used, the charges, if any, will be as - prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water �., Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in �, the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put � into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said . work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into �,; use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall �, be performed by the Contractor at his own expense. �' C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until � written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and . care of the Contractor, and he shall take every neces�ary precaution to prevent injury or damage to the work or any part 1'�I � � �(�8� �1�::� �1 �C�� C6-6 (11) �� u b ��U; a °� (�o ��'�G`�, �. � ' thereof by action of the elements or whatsoever, whether arising from the execution of the work. The Contractor,shall rebuild, and make good at his own expense all injuries portion of the w�rk occasioned by any of causes. from any cause � or nonexecution repair, restore, � oz damage to any � the hereinabove C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptanr_e of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements af the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions o£ these Contract Documents or in exercising any power of authority granted thereunder, there shall be no liability upo� the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Use Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an ex�mption certiEicate in lieu of the tax, said �xemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certiEicatP issued by the Contractor in lieu of the tax shall be subject to an� shall comply with the provisions oF State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a develo�er for the construction of a publicly-owned im�rovement in a str�et right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, ttie Contractor can probably be exempt�d in the same manner stat�d above. C6-5 (12) � � � � � Limited Sale, Fxcise and Use Tax permits and information can " be obtained from: Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX ' ' 1 r � � � � � f � � � .�,�f�G��B�:.� �'�C�� ' "� ��U C��'`N�� ` r � � C6-6 c i 3> ��,� �� ;r��N�p ��. � ' � � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: � C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his �, immediate superintendance, work of a value of not less than fifty (50�) percent of the value embraced in the contract. If " the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under �+ these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be considered only in the capacity of employees or workmen of the � Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any �,,, subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person � or by a superintendent or other designated representatives. C7-7.2 ASSIGNMENT OF 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. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, br otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by }�ankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damaqes. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any �, construction operation, the Contractor shall submit to the Engineer in five or more copies, if requested by the Engineer, ' a progress schedule preferably in chart or diagram form, or a �, brief outlining in detail and step by step the manner of � � ,;�,��G�G�G�� '��G�� c�-� � i � ��:��U'' S�'��? ' °� � Uli� �'�1�:'ti (�� . r � , prosecuting the work and ordering materials and equipment � which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of � estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to this contract within th2 time limit stated : Documents and shall conduct the work in a and with sufficient equipment, materials, necessary to insure its completion within the �e performed under 1 n these Contract continuous manner and labor as is � time limit. 'r. The sequence requested of all construction operations shall be at all. times as specified in the Special Contract nocuments. 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 speeification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may be C7-7.8 "Extension of Tim and a progress contract time. schedule changed only as set forth in Section e of Completion" of this Agreement, shall not constitute a change in the C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times 'oe conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the :ontractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for the prooer execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is avai�able. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. Al1 other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ �nly such superintendents, fore�nen, and wo.r'�.men wh� ar� careful, competent, and fully qualiFied to n�rfor►n the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contr�actar in or about o:r on the work who, in the opinion o.f the Owner, shall misconduct himself or be found to b� incompetent, disrespectful, inte.mperate, dishonest, or . . 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 �he 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 su£ficient 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. t" , The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and at a satisfactory rate of � progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval �f the Engineer and shall be � maintained in a satisfactory, safe and efficient working condition. Equipment on any portion QE the work shall be such that no injury to the raork, workmen or adjacent property will R"' result from its use. C7-7.6 WORK SCHEDULE: Elapsed working days shall . starting with the first day of work comPleted as C1-1.23 "WORKING DAY" or the date stipulated i� �" ORDER" for beginning work, whichever comes first. be computed def ined i�n � the "WORK Nothing in these Contract Documents shall be construed as prohibiting the Contractor from w�rking on Saturday, Sunday o.r Legal Holidays, providing that the fo]_lowing requirements are met: a. A request to work on a specific Saturday, Sunday or Legal Holiday mu�t be made to the Engineer no later than the proceeding Thursday. n b, Any work to 'oe dane on the p.roject on such a specific 8aturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. � The Engineer's decision shalt be final in response to such a request for approval to w�rk on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to the Contractor for any work perEormed on such a specific Saturday, Sunday or Legal :3oliday. ! � Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so ciesires. = : ��G�G�� '�C�� c�—� c 3 � ��,�� [��.G? ° °�( ,r: �,�:fr,:!�:'�M I1 . ; :i ll ��d ry a .. . ......�.i C7-7.7 TIME OF COMMENCEMENT AND CUMPLETION: The Contractor shall commence the working oQerations within the timP specified in the Contract Documents and set forth in the Work Orde.r. Failure to do so shall�be considered by the Owner as abandonment of the Contract by the Contractor and the Owner may praceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be perFormed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval . In adjusting the contract time For completion of work, consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadhes, epidemics, quarantin� restrictions, strikes, freight embargoes, or 3elays of sub-contractors due to such causes. When the dat� of completion is based on a calendar day bid, a request for extension of time because �f inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the Cont.ractor's purchase order dates and other per�inent data as requested by the Engineer indicates that the Contractor has made a bonafide attempt to secure deliv�ry on schedule. This shall include efforts to obtain t'ne supplies and materials from alternate sources in ca5e the first source cannot make delivery. If satisfactory e.xecution and co.mpletion of the contrar,t should require wor;c and materiat� in greater amounts or quantities than those s�t forfih in the approved Contract Documents, then the contract ti.m� may be ia;reased by Change Order. C7-7.9 DELAYS: The Contr�ctor shall receive no com�ensation for delays or izind.ranc�s to the work, except when 3irect and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, iE � , C7-7 (�) � ' � � L� � � � 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 Ez�gineer 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 b� final and binding. If delay is caused by specific orders given by the Engineers to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay wi11 entitle the Contractor to an equivale�nt extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time sha11 rPlease the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. C7-7.10 TIME OF COMPLETION: The time of completion is an essential element o£ the contract. Each bidder shall indicate in the appropriate place on the last page of the Proposal the number of working days or calendar days that he will require to fully complete this contract or the time of completion wi11 be specified by the City in the Proposal section of the contract documents. The number of days indicated shall be a realistic estimat� oE the time required to complete the work covered by the �pecific contract being bid upon. The amount of time so stated by the successful bidder or the City wi11 become the time oE completion specified in the Contract Documents. - For each calendar day that any work shall remain uncompleted after th2 time speciEied in the Contract Documents, or the increased time granted by the Owner, or as automatically `; increased by additional work or materials ora�red after the contract is signed, the sum per day given in the following �, schedule, unless otherwise specified in other parts of the Contract Doculnents, will be deducted from monies due the ' Contracto.r, not as a penalty, but as liquidated damages suffered by the Owner. � � C AMOUNT OF CONTRACT Less than $ 5,000 $ 5,001 to $ 15,000 $ 15,001 to $ 25,000 $ 25,001 to $ 50,000 $ 50,001 t� $ 100,000 $ 100,001 to $ 500,000 C7-7 (5) inclusive $ 35.00 inclusive $ 45.00 inclusive $ 63.00 inclusiv� $ 105.00 inclusive $ 154.00 inclusive $ 210,00 ��,�� 0 �� G�'C�C�u ° @ I� ��'l�' � �'� � ° °� r� � �y1'� ,;�'''r'il�n ��. .. ..... . $ 500,001 to $1,000,000 inclusive $ 315.00 $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 and over $ 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in completing the work hereunder in the time s�ecified by the Contract Documents would be incapable or v�ry difEicult of accurate estimation, and that the "Amount of Liquidated Damages Per Dayy', as set out above, is a reasonable for�cast of just compensation due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contr�ctor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additional compensation by virtue o� such court order. Neitner will he be liable to the City in the event the work is suspended by a Court Order. Neither will the Owne.r be liable to the Contractor by virtue of any Cou.rt Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessa.ry due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During tecnporary suspension of work covered by this contract, for any reason, the Owner will make no extra payment for stand-by time of construction equipment and/or construction cre�ws. If it should become nec�ssary to suspend wor'K for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shatl take every precaution to �revent damage or deterioration of the work performed; he sha11 provide suitable drainage about the work, and erect tempo.rarX structures wh�re necessary. Should the Contractor not be ab12 to complpte a portion of the project due to causes beyond the �ontrol of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THE 'rIME OF COMPLETION, and should it be determined by mutual consent of the Contractor_ and the Engineer that a solution to allow construc�tion to proceed is not available wit�lin a r�asonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning �the necessary equipment to the job when it is determined by thE Engineer C7-7 (6) E.._ .. .. . ,.. � � � that construction may be rasumed. Such reimbu.rsement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. No reimbursement shall be allowed if_ the equipment is mov�d to another construction project ior the City of Fort 'vVort}1. The Contractor shall not from the Engineer and shall promptly when notifie � operations. � � ,.. � IJ � suspend work without written notice proceed with the work operations d by the Engineer to �o resume C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the President of the United States or nther lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materia.ls, and equipment for the prosecution o.E the work witll reasonable continuity for a period of two months, the Contractor �hall within seven days notify the City in writing, giving a detail�d statement of_ tne ePfori�s w'nich have been �nadP and listing al1 necessary items of labor, materials, and equipment not obtainablP. If, after investigations, the Owner finds that such conditions existing and that the inability of the Contractor to proceed is not attribut�ble in whole o.r in part to tYie fa��1t or sieglect of the Contract, then i.f_ the Ocaner cannot after reasonable effort assist the Contractor in procuring and making available the nec�ssary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminatp the contr.�ct and the �wner may comply with the request, and th? termination sha11 be conditioned and based uvon a Final �ettlement mutually accep�able to both th� Owner and the Contractor and final �ayment shall be mac�e in acr_ordance with the t�rms o:E t'ne agreed settlement, which shall include, but not be limite3 to, the palment for all work a_xecuted but �io anticipated nrofits on work which has not been perform�d. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work o�oPrations on all ,�r any portion or section of the work under Cont.ract s'nall be suspended immediat�ly on written order oE thP Engineer or the Co,ntract may b� de�lared cancellp3 b�y t'.ie City Council Eor any good �nd sufficient ;-ause. The follo�aing, hy way of �xam�le, 'Qut not oE limitation, may be consiaered grounds f�r susp�nsion o.c cancellation: a. Failure nE the Contractor to commence work operations within th� time specified in the �Vork ��rder issued by the Owner. ��8�� 1��'�'`'��e,� � ��—� c � > !� �� G�C��'w��' I�� , v i�'?�� ;�:�,�; o �, � � b. c. d. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the wark satis�actorily. f. Failure on the part of the Contractor to observe any requir�ments of the Contract Documents or to comply with any orders given by the En�gineer or Owner provided for in these Contract Documents. g. Failu.re of the Contractor promp�tly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engineer or the Owner. h. 5ubstantial evidence of of illegally procuring a fraud on the City in the contract. Substanti�l evidence that progress of the work operations by Contractor is insufficient to complete the work within the specified time. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. Substantial evidence that the Contractor has abandoned the work. collusion for the purpose contract or perpetrating � construction of work under � � � � i. A substantial indication that the Contractc�r has � made an unauthorized assignment of the contract or ` any funds due ther�from for the benefit of any credit�.r or for any other purpose. �' � If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner_. � k. If the Cont.ractor commences legal action against the Owner. A copy of the suspension order cr action of the City Council shall be served on the Contractor's Sur�ti�s. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue th� work or such p3rt thereof as the �wner shall designate, whereupon the Sureties may, at their o�tion, assume the contract or that portion thereoE which the Owner has ordered the Contracto.r to discontinue, and �nay perform th� same or may, with the written �7-7 ( 8 ) � � � , � � , � consent of the Owner, sublet the work or that po.rtion of tkie work as taken ov?r, provided however, that the Sure�ies shall exercise their option, if at all, within two wee'Ks after tkie . written n�tice ta discontinue the work has been se_r_ved upon the Cont.ractor and up�n the Sureties or their authorized �- 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 p�rformed by them in accordance with th� terms of the Contract Docucnents. Al1 moni�s remaining due the Contractor at thz time of this default shall thereupon 'oecome � due and payable to the Sureties as the work progr�ss�s, subject to all of the terms of the Contract Document�. In case the �ureties do not, within the hereinabove specified time, exercise their right and op�ion to assume the contract � responsibilities, or that portion thereoF which t'ne Owner has ordered by the Contracto:r to discontinuP, then the Owner sha11 �� have the power to camplete, by contra�t or otherwise, as it may determine, the work herein described or such part tii�reof as i� ;nay deem neces�ary, and the Contractor hereto agr�es �. that t'ne Ow.ne.r shall have tlie right to take pos�ession 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 oro�oerty fc�r the completion of � the work, and to char�e t� the account o� the Contracror_ oF said contract expense for labor, materials, tools, equipment, and all expenses incidental thereto. Th� expense so charged � shall be deducted by the Owner from sucn monies as may be due or may become due at any timP tiie.rea�t�r to the �ontractor undPr_ and by virtue of_ the Contract �:r any p�rt t'n�re�f. ThP � Owne�r shall not be requirAd to obtain the lowest bi<� for t�ie work completin� the cont,ract, but the exp2nse to be deducted shall be the actual cost of the owner af such work. In case such ex�enses shall exceed the amount which wouid have been payable under the Contract if the same had been compl��ed by the Contracto.r, then the �oricractor and his �ur_et.ies �hail pay the amount of such excess to the City on noti;:� �r.c�m th� Owner oE the excess due. When any particular ��r� �F the w�r'�c is being ca.rried on by the Own�r by contr.act or ot�i�rwis� under the provisions of this seci:.ion, the Contractor shalt continue t��e remainder of the wor�c in conEormity wit}i the terms �F the Contract �ocuments a��d i:� such a mann�r as to not hinder or intertere with per£ormance oE tne wor'�c by tiie Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be � considered as having been fulfitled, aav� as pr��ide�� in any bo.nd or �onds or by law, when atl the woz�w an�i all s�ctions �r parts �f the proj�cl: cov�r_e�1 by che i O;1�Cc3Ct �ocuments have �- c � — � c y > ��0� 0�� IS�rW ° e U : �a �G'��, ��o L been finished and completed, the final inspectian made by the Engineer, and the final acceptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this contract may be terminated by the Owner in whole, or from time to time in part, in accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any sucn termi�ation shall be effected by mailing a notice oE termination to the Contractor specifying the extent to which pe.rformance of work under the contract is terminated, and the date upon which such termination becomes effective. Rece.ipt of the notice sha11 be deemed conclusively presumPd and established when the letter is placed in the United States Mail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under th� contract on tl�e date and to the extent specified in the notice �£ termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. te.rminate all or_ders and subcontr.3cts to t}ie extent that they r.elate to the performanc� of work terminated by t'ne notice of termin�tion; 4, transfer title to the �wner_ and deliver in th� manner, at thA times, and to the extent, iE any, dir��cced by the Engineer: ; C7-7 (10) � ' � a, the fabricatad or �.infabricat�d �arts, work in process, combl:�ted work, supplies and other mat�rial produced as a oart of, or acqui�:ed in connection with the performance of, the work terminated by the notice of termination; and b, the compl�ted, or partially complet�d plans, drawing.s, information and other pr�perty which, if the contract had been completed, would have been required to be furnished to the Owner.. 5. compl�te pe.rformance of such part oF the work as shall n��t kiave been te.rminated by the � notice of termination; and � 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation oF the property related to its contract which is in the possession of � the Contractor and in which the Owner has or_ � may acquire the rest. � � v At a time not 1�ter than 30 days aiter the termination date specifa.ed in the no�ice of termination, the Contractor_ may submit to the Engineer a list, certified as t� quantity and guality, of any or all items of tP.rmination inventory not previously disposed of, ex�lusive of it�ms the disposition of_ which has been �1r�Ci:2� or authorized by the Engineer. Not later than 15 days ther�after, the Owner shall accept titte to sucli items pro�aided, thai: the list submitted shall 'oe subjec:t to ver.if_ication by the Eng.ineer upQn removal of thf� it�ms or, if the items are stor�d, within 45 days from ti�e date of submission of. th� list, and any necessazy adjustments to correct t'�c� list as su�mitted, shall be made prior to Final settlement. � C. TERMINATION CLAIM: Wi�hin 6U days ai�er notice o£ �► ter.mination, the Con�racto.r shall submit his termination c1�im ta the Fngi�eer in i:he Lorm and with tne certification pr�scribe�3 by the Engineer. Unless one or more extens.ions in wriLirzg ar;� granted by i he Ownar upon re:�uest o� th � � Contractor, made in writing within such 60-3ay period or �uthorized c�xtensio.n t'n�reof, anl� and all ' s«ch claims s:zalt be conclus.ively deeme:� w:�i�,��d. � '� C�f��aCBI�� C�� °'� ��—� � 1 � � ��1 ��G?[��c'''d � � �, �� o ,. o }G�:�� _,__,._. D, AMOUNTS: Subject to the provisions of Item C7-7.16(C), the Contractor and Owner may agree upon the whole or any part o.f the arnount or amounts to be p�aid to the Contractor by reason of the total or partial termination of. work pursuant hereto; provided, that such agreed amount or amounts shall nev�r exceed the total contract price as reduced by the amount of payments otherwise made and as furtiner reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. �To amount shall be due for lost or anticipated profits. Nothing in C7-7.16(E) hereafter, prescribing tne amount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the amount or amounts which may be agreed upon to be paid to the �ontractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of the Contractor and the Owner to agree as provided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this section the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there sh�ll be deducted (a) all unliquidated advance or otner payments on account theretofore made to the Contractor, applicable to the terminated porti�n of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and (c) the agreed price for, or the proceeds of sale of, any materials, suppli�s or other things kept by the Contractor or sold, �ursuant to the �rovisions of this clause, �nd n�t otherwise r�coverzd by or credited to the Owner. G. ADJUSTMENT: If the termination 'n�reunder be pa.rtial, prior to the ssttlement of the ter►ninated portion of this contzact, the Contractor :ma1 file with the Engineer a request in writing For an C7-7 (12) � � � � � � � !� I � � � � � equitable adjustment of the price or prices speci.fied in the contract relating to the continued portion of the �ontract (the portion not terminated by the notice of termination), such equitable adjustment as may be �greed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said contract does not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter th` rignts which the Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Amendment of Contract" or any other right which Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES:� The Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the work at all times and shall assume all responsibilities for their enforcement. The Contractor shall laws, ordinances, and property from injury, with the work. comply with federal, state, and local regulations so as to protect person and including death� or damage in cannection Gf��8C�01�d ��C�� 0� c��G� ��?'� C� G�,�,�� ,�>> � �;� �o J�.��`� C7-7 (13) � � �"" PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT L C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized R"' by the Contract Documents acceptably completed under the terms � of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will �-E be made according to the United States Standard Measurements used in common practice, and will be the actual length, area, �' solid contents, numbers, and weights of the materials and items installed. � C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing �" by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the + construction of and the completion in a manner acceptable to _-, the Engineer of all work to be done under these Contract Documents. L.. � � � The "Unit Price" shall include all permanent and temporary protection of 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 work complete in place and in a satisfactory condition for operation. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work to provide a compl�te and functional item as detailed in the Special Contract 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, for any ~ unforesee�Z defects or obstructions which may arise or be -. encountered during the prosecution of the work at any time l.. � u��6� 0�� D C8-8 (1) r�� I��?�Ue��U (�o � G`�G�; ��yr before its final acceptance by the Owner, (except as provided in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for all expense incu.rred by or in consequence oF suspension or discontinuanc� of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for completeing the work in an accepta�le manner according to the terms of the Contract Documents. The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice o.r affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in th� construction or in the strength or quality of the material used or equipment or machinery furnished in or about the cons�ruction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage shall hav� been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. The Owner shall be the sole judge �f such defects, imperfections, or damage, and the Contractor shall be liable to the Owner for failure to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day of each month the Contract�.r shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate pPriod undPr the Contract Documents. Not later than the lOth day of the month the Engineer shall veri.fy such estimatP, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars ($100.00) in amount, 90� of such estimated sum will be paid to the �ontractor if the total contract amount is less than $400,000, or 95� of such estimate3 sum will be paid to �the Contractor if the total contract amount is $400,000 or grea�er within twenty-five (25) days aFt�r the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimate may include acceptable nonp�rishable materials delivered to the work which are to be inco.rporated into the work as a permanent part thereof, but which at th� the time of the estimate tiave not been installed. (such payment will be allowed on a basis of 85$ oF the net invoice value thereof.) The �ontracco.r shall furnish the Engineer such information as he may r�quest to aid �8-8 (2) � LJ him as a guide in the verification or the preparation of partial estimates. 1",; It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate � rendered following the discovery of an erro.r 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 � its 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. k,� The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work � strictly in accordance with the snecifications 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 Documents shall have been completed and all requirements of the Contract Documents shall have been � fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall notify the � appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, �nd has been completed in accordance with the terms of the Contract � Documents and all app.roved modifications thereof, the Engineer will initiate the processing of the final estimate and �, recomznend final acceptance of the project and final paymnnt therefor as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided �1 for by the Contract Documents and all approved modifications �,) thereof shall have been completed and all requirements of the Contract Documents have been fulfilled on the p�art 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. Al1 prior subject to payment. � estimates upon which payment has been made are necessary corrections or revisions in the final � C8-8 (3) u��B �G�d �'�C�� (1 ��'�G�� o �r��Q ��o The amount of the final estimate, Iess 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 accep�ance by the Owner on a proper resolution of the City Council, provided the Contractor has furnished t� the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate for payment, the Contractor sha.11 execute an affidavit, as Furnished by the City, certifying that all persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that therz 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 r�lease the Owner from all claims or liabilities under the Contract .for anything done or furnished or relating to the work under �ontract 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 requ.ir�ments of the Contract Documents which speciEically 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 approved Contract Documents. It is, therefore, agreed that the Owne.r 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 alterati4ns 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 �ocuments nor partial or entire occupancy �r use �f the p.reinises by the Owner shall constitut� an acceptance of work not don� in accordance wit'n the Contract Documents or reliev� the Contractor of liability in res�ect to any expr�ss warranties or responsiAility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and r � . C8-8 (4) i •- � ; � _. ' I�rl w pay for any damage to other wo.rk 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 general �� guaranty as above outline. The Owner will give notice of observe3 defects-with reasonable promptness. C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specific item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost o.f 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. F C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be � allocated under v�rious bid items in the Proposal to establish „. unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, �° depending on field conditions. Payment for miscellaneous placement of matzrial will be made for only that amount of �� material used, measu.red to the nearest one-tenth unit. Ij Payment for misc�llaneous placement of matzria� shall be in accordance with the Genex�al Contract Documents regardless of �o 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 sliow all changes made during the construction process. These shall be delivered to Engineer upon completion of the work. � � � � i�"' � u(��BC�B�,� �'��LiJ� �� 'w�''� C8-8 ( 5 ) �Uo �'I'lL�,:`:�� ,��o � 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-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-3 8 D-39 D-40 .,, 11 �� :� II R T D- SPECIAL CONDITIONS ;: � � TABLE OF CONTEI�JTS �� TABLE OF CONTENTS dl u ;, Geineral i� Project Designation Right To Audit ; Project Signs i Purging and Sterilization of Wat��r Lines Wage Rates, ° Coordination with Fort Worth W�ter Department Dewatering Crossing of Existing Utilities �� ' Existing Utilities i ;p Exploratory Excavations P Substitutions � �a Concrete Sidewalk and Dri�ewa� Replacement Crushed Limestone Backfill Pa�ement Repair (E2-19) �'R Tr�nch Safety System �� Sanitary Sewer Manholes Sa�itary Sewer Services � II Water Services ' �� Removal, Salvage, and Abandonfnent of Existing Facilities Valve Blocking ,i� Ductile-Iron and Gray-Iron`Fittir�gs Detectable Warning Tapes �� Minority/Women Business Ente°�prise Compliance C�nnection af Existing Ma�ns i 2-�nch Temporary Service Line �I Easements and Permits I� Construction Limitations P Ctincrete Encasement �I Connection to Existing Shuctur��s Bid Alternatives „ Site Preparation � `i Interpretation and Preparation o�Proposal B�nds (City Let Projects) � �R Barricades, Warnings and �lag�en Disposal of Spoil/Fill Material II V�orkers' Compensation Irisurarice Trench Excavation, Backfill an� Compaction Post-Constructi�n Television In�pection of Sanitary Sewers C'ost Breakdown �� '� C�f��BC�OC�� l�C�'JG�� : C�� Gs��Q� � �I f�o W� ;:.�'i �Je ��"!� . ... D-41 D-42 D-43 D-44 D-45 D-46 D-47 �D-48 D-49 D-50 D=51 D-52 _.. _.� � , t , � ! x Vacuum Testing of Sanitary Sewer Manholes Samples and Quality Control Testing Protection of Trees, Plants, and Soil Payment � Removal and Replacement of Concrete Curb and Gutter Project Clean-up Project Schedule 2:27 Concrete Temporary Pavement Repair 1.'/2" & 2" Copper Services � Contractor's Responsibility for Damage Claims Protection of Existing Curb and Gutter 1. 50 copies and under - 10 cents per page '. 2. More than 50 copies - 85 cents for the first page plus fiftee�l cents for each page thereafter. A ;e {� . D-4 Proiect Si�ns: �� Project Signs are required at all locations which will be under constrii�ction for more than thirty (30) calendaz days as indicated in Part B Proposal. Prbject Signs shall b�„in accordance with Figure 30 (dated 8-28-89) of the General ContraC�t Documents. The signs may be mo�bnted on skids or on posts. The exact locations and methods of mounting shall be approved by the engine�. Any and all costs for the required materials, labor, and equipment necessary for the furnishing of Proj . t Signs shall be considered as a subsidiary cost of the project and no additional compensation will b'e allowed. D-5 Pur¢ing and Sterilization of Water Lines: ' Before being placed into service all newly constructed water lines s�iall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Sp�ifications except as modified herein. The City will furnish all water fQr INITIAL cleaning and sterilizatio� of water lines. All other materials for construction of the project, incl"uding appropriately sized "pipe clea�mg pigs" and chlorinated lime (HTI� shall be furnished by the Contractor. Chlorinated lime (HTH) shall��e used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free cj�lorine shall be measured afier 24 hours and shall not be less than.l0 parts per million of free chlorin�� 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 servic� until two successive sets of samples, taken 24 hours apart, have met the establisl�ed standards of purity. m„ I �, Purging and sterilization of the,elvater lines �shall be considered as ' idental to the project and all costs incurred will be considered to t�e included in the linear foot bid pri of the pipe. D-6 Wa�e Rates: The labor classifications and minimum wage rates set forth herein �ve been predetermined by the City Council of the City of Fort Wo'�th, Texas, in accordance with statuti�ry requirements, as being the prevailing classifications and rates that shall govern on all work pet�ormed by the Contractor or any sub- contractor on the site of the project covered by these Contract Doc�}Fnents. In no event shall less than the following rates of wages be pa� d. (Attacheg). ' .o .� D-7 Coordination with Fort Worth Water Deuartment: , During the construction of this project, it will be necessary to deac�°vate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Wate� Department to determine the best times for deactivating and activating tliose lines. '� aa � D-8 Dewaterin�: The Contractor shall be respo�i§ible for determining the method of � ewatering operation for the water or sewage flows from the existing mains and ground water. The Con�ctor shall be responsible for damage of any nature resulting from the �ewatering operations. '� The DISCHARGE from any d�watering operation shall be conduc�ed as approved by the Engineer. Ground water shall not be discharged i�to sanitary� sewers. r� �: 'I Dewatering shall be considered as inciden'tal to a construction and��ll Costs incurred will be considered to be included in the lineaz foot l�id price of the pipe. �II i� ` D-9 Crossin� of Existin� Utilities: i� Where a proposed water line crosses over a sanitary sewer or sanifdary sewer service line and/or a proposed sewer line crosses over a water line and ttie cleaz vertical distance's less than 9 feet barrel to barrel, the sanitary sewer or sanitary sevger service liine shall be made water t1 t or be constructed of ductile iron pipe. The required length of replacement shall be determined by t e Engineer. The material for sanitary ,... ��. � ......., . � LJ PART D - SPECIAL CONDITIONS � �-1 General: Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and Specifications, effective July 1, 1978, with the latest revisions are made a part of the Q Contract Documents for this project. The Plans, Special Conditions and Provisions Documents, and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturer's name, number or identification included therein as specifying, referring or implying product control, performance,. quality, or other shall be binding upon the Contractor. The specifications and drawings shall D be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. 1� L�J � C�J � �!1 i� � � � � L�J � L�J The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. General Contract Documents and Specifications T'he following Special Conditions shall be applicable to this project and shall govern over any conflicts with the General Contract Documents under the provisions stated above. D-2 Proiect Desi ng ation: _ Construction under these Special Documents shall be performed under the Fort Worth Water Department Project Designations: , • ' Water Project Number PW53-060530175210 Sewer Project Number PS58-070580174360 D-3 Right To Audit: RIGHT TO AUDIT: Part C- General Conditions, Section C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: "C8-8.14 RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) yeazs after fmal payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this sectipn. 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) yeazs after fmal payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, 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 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: U��B��d ��J�� r��l �IS�vUS l ° US� �o ��'��o ��i�o accomplish the intended purpose. However, the Contractor shall have�the full responsibiliry of proving that the proposed substitutipn is, in f�'�t, equal, and the Engineer, as the r��resentative of the City, shall be the sole judge of the acceptability of'sub�titutidns. T'he provisions of thi�sub-section as related to "Substitutions" shall be applicable to all sections of these specificatici s. �; � u D-13 Concrete Sidewalk and Drivewav Renlacement: At locations in the project where"mains are required to be placed und�r existing sidewalks and/or driveways, such sidewalks and/qr driveways shall be completely repl''aced for the full existing width, between existing construction or expansion joints with 3000# concre% with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public�Works Depattment Standazd Specifications for Construction,M,�tem 504. {� �. .s� At locations where mains aze'required to be placed under existing cui��b and gutter, such curb and gutter shall be replaced to match type �nd geometry of the removed curb azYd gutter and shall be installed in accordance with City of Fort Wbrth Public Works Department Stan�azd Specification for Construction, Item 502. Payment for cutting, backfill, cdhcrete, forming materials and all otlier associated appurtenants required, shall be included in the price bid. D-14 Crushed Limestone B�ackfill: Where specified on the plans or directed by the Engineer, crushed lunestone shall be used for trench backfill on this project. The material shall conform to Transportation and Public Works Standard Specifications for Street and StQrm 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. �, . .r ' 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 Contr�ct Documents and Specifications. ., D-15 Pavement Reaair (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 sup�erior in composition, thickness, etc.,eto existing pavement as detailed in the Public Works Department typi�al sections for Pavement and Trencif Repair for Utility cuts, Figures 1 through 5. ' All required paving cuts shall be made with a concrete saw in a trueg and straight line on both sides of the trench, a minimum of twelve (,12) inches outside the trench walls. �'��'he trench shall be backfilled and the top nine (9) inches shaIl be filled with required materials as shown bn paving details, compacted and level with the fmished street surface. This fmished grade shall be maintai�►ed in a serviceable condition until the paving has been replaced. All residents' driveways shall be accessi�le at night and over weekends. 1 It has been determined by the Transportation and Public Works Department that the strip of existing HM�C pavement �etween the, existing gutter and the edge of the t�ench pavement repair will not hold up if such strip of existing pavemen� is two (2) feet or less in width. *b Therefore, at the locations in the project where the trench wall is tl�ee (3) feet or less from the lip of the existing gutter, the Contractor��hall be required to remove the existuig paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12)��inches outside the trench wall nearest the center of the street to the gutter line. i �� . , ., �� ti ,,...,,i �. _ . __. � .. � � t�l L"�J �, I�� sewer mains and sanitary sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping as specified in Material Standazd E1-6 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. 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 itgm. � D-10 ExistinQ 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. C�J � l�J L�'J �� 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 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 nutilities 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 properi}� shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs, of their property that may be made necessary by performance of this contract. � D-11 Exnloratory Excavations: ' ' 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 Q made with minimum delay. All costs incurred by the Contractor in making exploratory excavations shall be considered to be included in the unit price bid for constructing of water/sewer line or the associated structures. L�, � �' L�J D-12 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, br piece of equipment beazing the name so used is furnished it will be approvable, as the particulaz trade name was used for the purpose of establishing a standazd 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 .��.. ��0�0�� 'JG�� C0�' �[��G�1� (�� Ko��iP�� ,�� Contract Documents and Specific�tions, unless amended or supersedec�iby requirements of this Special Condition. � 1. Concrete Collars: Concrete colldars when indicated on the plans will be required as per Fig. 121. .e � 2. Watertight Manhole Inserts: Watertight gasketed manhole inserts sh�ll be installed in sanitary sewer manholes when indicated on the plans. Inserts shall �be constructed in accordance with Fort Worth Water Department Standard E100-4 and"shall be fitted and installed accordi� to the manufacturer's recommendations. 3. Lift-Holes: All lift holes shall li� plugged with a precast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or an approved equal sealat�t. The lift hole shall be sealed on the inside of the manhole with qu �ck setting cement grout. , � 4. Final Rim Elevations: A. Manhole rims in pazkways, lawns, alleys, �nd other improved lands shall be at an elevation not more than one (1� nor less than one-half (1/2) inch ab'Qve the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each direction to existing fmish grade �f the ground. The grade of all surfa�es shall be checked for proper slope and grade by string lining the entire azea regraded near the manhole. �� ,,w B. Manholes in open fields, unirrij�roved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. I p 5. Manhole Covers: All lids shall. have pick slots in lieu of pick holes: Manhole frames and covers shall be McKinley, Type N, with indentecl top design, or equal, with pick slots. Covers shall set flush with the rim of the frame arid shalt2iave no larger than 1/8-inch gap between the �ame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the 100 year flood plain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where Locking lids aze specified. II <P 6. Shallow Manholes: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow manholes shall be built in accordance with Fig. 106gor per Fig. 103 but with a flat slab top (no cones sections will be allowed). All shallow manholes shall have a 24" x 40" cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIG. 105 WILL NOT BE ALLOWED. 7. Manhole Steps: No Manhole �teps are to be installed on any Sanitary Sewer Manhole. 8. Exterior surfaces of all manh�les shall be coated with two mop co,�ts of coal tar epoxy paint, Koppers "Bitumastic Super Service Black", Tnemec, "46-450 Heavy Tnemecol", or equal to a minimum of 14 mils dry film thickness. '! � 9. Manhole Joint Sealing � A. General: All interior and/or exterior joints on conprete manhole sections constructed for the City of Fort Worth Water Department, exclu�ding only the joints using a trapped type preformed O-ring rubber gasket shall require bitumastic' joint sealants as per attached Figure M. B. Materials: This sealant shall �e preformed and trowelable bitumastic as manufactured by Kent-Seal, Ram-Nek, E-Z Stick or equal. The joint sealer shall be supplied in either extruded rope-form of suitable cross-sectional area or flat-tape form and shall be sized as recomme�ded by the manufacturer and approved by the Engineer. The joint sea��r shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evap"oration, or any other chemical actio� for either its adhesive properties or cohesive strength. The joint sealer shall remain totally flexible witkiout shrinking, hardening, or oxidizing regardless of the length of tim��iit is exposed to the elements. �� 5... r. .y,.y�.w..wne«. .T, .. . w. � Nk ♦ � L ` S. ' �.�.,.w. ... �.. .... � � � � � The pavement shall be replaced �within a maximum of five (5) working days, providing job placement conditions will permit repaving. If paving conditions aze 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 D 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. L� � I�J � � t� �� D-16 Trench Safetv Svstem: 1. GENERAL: This specification covers the trench safety requirements for all trench excavations in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. 2. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safery and Health Administration Standards, 29 CFR Part 1926, Subpart P-Excavations, are hereby made a part of this specification and shall be the minimum governing requirements for trench safety. 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 aze 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 neaz-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 SYST'EM: Shields used in trenches are generally referred to as "trench boxes" or "trench ,� shields." Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either premanufactured or job built in accordance with OSHA standards. �� I�J C� LJ' � 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 f,or the installation and removal of trench safety systems. D-17 Sanitary Sewer Manholes: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole C, �^stniction of *he GP^, P�a� u��COI�� C�G�D "" ��1 ��r�� ° °� �o UV\JU?�1111i16 U��. ro A. The price bid for new/replace�ent manhole installations shall incl��e all labor, equipment, and materials necessary for�construction of the manhole including but not limited to joint sealing, lift hole sealing and exterior surface coatin�. ,,a B. The price bid for adjusting and�or sealing of existing manholes shall include all labor, equipment, and materials necessary for adjusting xnd/or sealing the manhole includin�but not limited to joint sealing, lifthole sealing and exterior surface coating. aR �R C. Payment for concrete collars'and watertight manhole inserts, if required, will be made separately, based on the appropriate bid items. � , "k D-18 Sanitary Sewer Services: � Any reconnectian, relocation, rep�acement, or new sanitary sewer se �ice shall be required as shown on the plans, and/or as described in thes� Special Contract Documents in ad tion to those located in the field and identified by the Engineer as actit�e sewer taps. The service connectio s shall be constructed by the Contractor utilizing standard factory manufactured tees. Factory manl�factured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle tap�s as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinaiiiig the scheduling of tapping crews with building owners and the Engineer in order that the work be per�c�rmed in an expeditious manner. A minimum of 24 hours advance ncstice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. '_ 1. SEWER SERVICE RECONN�CTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for r�connection and fumish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the �!ervice line and avoid any horizontal�adjustment. All sanitary sewer service lines shall be replaced to �he property line or easement line inmalleys or easements, to the back of curb in streets, or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in"the price bid for Sanitary Sewer Tap�. Payment for work such as backfill, saddles, tees, fttings, incidental four (4) feet of service line and all ottier associated appurtenances required shall be included in the price bid for Sanitary Sewer Taps. I! � 2. SEWER SERVICE REPLACEMENT: All building sewer servic��s encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for there connection of the sewer service line. If the sewer service line is in su h condition or adjustment necessitates the replacement of die sewer service line, all work shall��e performed by a licensed plumber. The length of the replacement sl}all be determined by the Engineer. ,°All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer�' Connection to the existing sewer service line shaIl be made with appropriate adapter fitting. The fitta��shall be a urethane or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe, fittings, and a�ll other associated work for service replacements in excess of four ��l) linear feet shall be included in th� lineaz foot price bid for sanitary sewer service line. Payment for all w rk and material involving the "tap�' �shall be included in the price bid for sanitary sewer service taps. � i D-19 Water Services: "� I � The relocation, replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Spe�cial Contract Documents in additio� to those located in the field and identified by the Engineer. ,� � � . .�„ ....� .._ ..� � � w. �.. 4, ,... .... ,. ..... . � � L=J � I_�� LsJ I�l �1 � �� L'rJ l�'' �� The manufacturer shall furnish an affidavit attesting to the succes§ful use of tha product as a preformed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. C. Installation of Joint Sealant: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly clean of dirt, sand, mud or other foreign matter. A primer shall t3e applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufachuer. The protective wrapper shall remain on the joint sealant until immediately prior to placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of bitumastic joint sealer. 10: Sealing and/or Adjusting Existing Manholes: Excavate (rectangulaz full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench neazly vertical. A. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined'by the Engineer shall be replaced. Grade rings that are constructed of brick, block, or materials other than precast concrete shall be replaced with precast concrete rings, or where necessary and approved by the Engineer, a precast flattop section. Precast coi►crete rings, or precast concrete flattop section will be the only adjustments allowed. B. In brick or block manholes replace the upper portion of the manhole to a point 24 inches below the frame. If the walls or cone section below this level aze structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the,C,ontractor, shall be replaced at the Contractor's expense. C. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent followed with an application of a quick setting hydraulic cement ta,provide a smooth working surface. D. If the inside diameter of the manhole is too large to safely support new adjustment rings or frame, a flattop section shall be installed. E. Joint surfaces between the frame, adjustment rings, and cone section shall be free of dirt, stones, debris, and voids to ensure a watertight seal. Place a flexible gasket joint material in two concentric rings along the inside and outside edge of each joint, or use trowelable material in lieu of preformed gasket material. Position the butt joint for each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain fmal surface elevation of the manhole frame. F. In paved areas or future paved areas, castings shall be installed by using a straight edge not less than ten � (10) feet long so that the top of casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Al}owances for the compression of the joint material shall be made to assure a proper fmal grade elevation. LJ L�J 1 �1 � G. All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy paint, Koppers "Bitumastic Super Service Black", Tnemec, "46-450'Heavy Tnemecol", or equal to a minimum of 14 mils dry film thickness.. 11. Measurement and Payment: G� �(��C�B�� G��G� G°�D C��1 ��GG��iG�l� .. G�o��GG'��,'IF iC��.o IA � for the licensed plumber shall be included in the price bid for the se�ice meter relocation. All other costs will be included in other appropriate bid item(s). .e i� This item' will also be used to pay for all service meter and meter boi� relocations as required by the Engineer when the service line is not being replaced. Adjustment of�pnly the meter box and customer service line within 5 feet distance behind the meter will not justify se,�arate payment at any time. Locations with multiple service �ranches will be paid for as one ser�%'�ce meter and meter box relocation. 4. NEW SERVICE: When neyv services are required the contract�i shall install tap saddle (when required), corporation stop; M,ype K copper service line, curb sto� with lock wings, and meter box. Payment for all work and materials such as backfill, fittings, type K�opper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Lin from Main to Meter five (5) feet behind the meter. �e Payment for all work and mate�ials such as tap saddle, corporation s�ops, and fittings shall be included in the price bid for Service Taps to Mains. � a :I I Payment for all work and materials such as fumishing and setting ne�v meter box shall be included in the price bid for furnish and set �neter box. �� .. 5. MULTIPLE SERVICE BRANCHES: When multiple service br�hches are required the,contractor shall furnish approved factory manufactured branches. ;� J! Payment for multiple service bfanches will include furnishing and '; stalling the multiple service branch only and all other cost will be included in other appropriate bid ite�(s). 6. MLILTIPLE STREET SERVICE LINES TO SINGLE SERVIC el'METER: Any multiple service lines with taps servicing a single ser�ice meter encountered dwing cons�ction shall be replaced with one service line that is applicable for the size of the existing service me��er and approved by the Engineer. Payment shall be made at the u�it bid price in the appropriate bid i�em(s). .� D-20 Removal. Salva�e, and Abandonment of Existing Facilities: Any removal, salvaging and/or.abandonment of existing facilities �ill necessazily be required as shown on the plans, and/or described in t�ese Special Contract Documents in�Iaddition to those located in the`field and identified by the Engineer. This work shall be done in accordaf�ce with Section E2-1.5 Salvaging of Material and E2-27 Removin�,Pipe, of the General Contract Docuriients and Specifications unless amended or superseded by req,�irements of this Special Conditioz�. �� 1. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and retumed to the Water Department warehous y the contractor in accordance with Section E2-1.5 salvaging of rr�aterials. Backfill material for the vo d meter box shall be suitable excavated material approved by the Engineer. Surface restoration shall� be co patible with existing surrounding � surface and grade. If water main is to remain active, the contractor��will be required to plug water service line at main. � + � _� . . . . 2. SALVAGE OF EXIS'�ING WATER METER AND CONCRET� VAULT LID: Existing water meter and concrete vault lid shall be removed and retumed to the Water,bepartmeht warehouse by the contractor in accordance with Section E2� 1.5 salvaging of materials. The co � crete vault shall be demolished in place to a point not less than 18-inches below imal grade. The concrete, ault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material �I � _...... ,., .`'.:, +'�... ".. • , t.- �" � d' M {y[ .. 3 ti fi� 4�. . 1I I � .� i Y``^ ''i ^,. i{e ',f�.. 'A. d •� �1�. ��lp jj •• � tS ? �—.. . .. . V!^t. � ! f�. . ,..-.,-,, t . ..,. , .,. . y. w... �.,.,. i { a .y e 'rJ � � � � � � � � � liJ �� L�J � t�'l � � � 0 _All service's shall be constructed by the contractor utilizing approved factory manufactitred tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the Material'Standards (E1-17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation. All services which are to be replaced or relocated shall 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 beyond five (5) feet 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 contracto� shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. , Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches' from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer, service line within the 5 foot area shall be 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 pr'ice bid for Service Taps to Main. 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. T'he.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 MET'ER AND METER BOX RELOCATIONS: When the replacemerit and relocation of a water service and meter box is required 2tnd the loc�tion of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter location to center line of the proposed meter location separate payment will be allowed for the relocation of service meter and meter box relocation Centerline is defined by a line extended from the service tap through the meter. Only relocations made�perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid for in feet of copper service line. ' ''' When relocation of serviCe meter and meter box is required payment for all wcsrk and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used bv a,�d �f��BC�� ?C�C�C�G°�� C�� [��G?� ; G?� �o �l�Jlle'�UU@ �r�`'�� , ,'y ..tl �, � ` ..�... .�,• "f; � . '� , .� � A;�.,.�..�;'�:.. 0 11. PAYMENT: Payment for al� work and material involved in salv ging, abandoning and/or removing of existing facilities shall�be included in the linear foot bid price of the ipe except as follows: Separate payment will be made for removal of all Fire Hydrants, Gate Valves' 6-inch and larger, and Sanitary Sewer Manholes regardless of 1p,cation. Payment will be made for s�'Ivaging, abandoning and/or removing of all other existing facilities wH�n said facility is not being replacedl�n the same trench, i.e., when removal requires a separate trenching`operation. D-21 Valve Blocking: ;� al' All valves shall have concrete blocking for support. Valves shall ha�e polyethylene wrapping per Material Specification E1-13 and Construction Specification E2-13 installed rior to concrete blocking. No sepazate payment will be made for any of the work involved for this item and,$lall costs incurred will be considered to be included in the bid price of the valve. '; D-22 Ductile-Iron and Grav-Iron Fittin�s: Reference Part E2 Constructiori �pecifications, Section E2-7 Install�Ag Cast Iron Pipe, Fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: ,i ,u E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All duc,r'le-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The ��ice bid per ton oL fittings shall be payment in full for all�fittings, joint accessories, polyethylene wrap�g, horizontal concrete blocking, vertical tie-down conciete blocl�ing, and concrete cradle necessary �� r,construction as designed. All ductile-iron and.gray-iron fittings, valves and specials shall be vvrapped with polyethylene wrapping conforming to Material Specifio�ation E1-13 and Constructiori Spec�ication E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie-down concrete blo�cking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertic 1 tie-down concrete blocking, and concrete cradle shall be include°� in bid items for valves and fitting��and no other payment will be allowed. 0 D-23 Detectable Warnin T¢ anes: " Detectable underground utility;auvarning tapes which can be located �rom the surface by a pipe detector shall be installed directly above non-metallic water or sanitary sew�r pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems. Inc. or approved eq al, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective ine plastic jacket that is impervious to all known alkalis, acids, chemical�reagents and solvents found in the s, il. The minimum overall thickness of the tape shall be 5.5 mils. and the width shall not be less than 2" inc es with a minimum unit weight of 2- 1/2 pounds/1 "/1000'. The tape��hall be color coded and imprinted with the message as follows: �� Tvpe of Utilitv Color Code �� Legends ' ii . . � Water �i Safety Blue C`ution Buried Water Line Below Sewer Safety Green C�tion Buried Sewer Line Below Installation of detectable tapes:shall be per manufacturer's reco ndations and shall be as close to the grade as is practical for optimum protection and detectability. Allo a minimum of 18" inches between the tape and the pipe. Payment fQr work such as backfill, bedding, bl king, detectable tapes and all other associated appurtenances reqi��red shall be included in the linear f�t price bid of the appropriate BID ITEM(S). � � D-24 Minoritv/Women Business Enterprise Compliance: e� Reference Part C(General Coi�ditions), Section C3-3.2 Entitled " INORIT'Y BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE C MPLIANCE" shall be deleted in its entirety and replaced with they�foll,Qwing: � �! ,s .� � � _.:...�.... ,....,- }� L�J 0 � � � I�I � L�J L+�"J � � � � l�' �'. �� f �"J � 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 iue hydrants shall be removed and returned..to the Water Department wazehouse by the contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. 4. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the contractor in accordance with Section E2-1.5 Salvaging of Materials. The void azea 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 fmal grade. 5. ABANDONMENT OF EXISTING GAT'E 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 fmal grade. Concrete shall then be used as backfill material to match existing 'grade. 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. T'he void area caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfll. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding surface and grade. 7. ABANDONMENT OF MANHOLES: Manholes to be demolished in place shall have all pipes entering or existing the stnrcture 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 fmal grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by Engineer. Surface restoration shall be compatible With surrounding surface. Payment for work involved in backfilling, plugging of pipe and all other appurtenant required, shall be included in the appropriate bid items). 8. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole including, top or Cone Section, all full barrel diameter section and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill as approved by the Engineer. Surface restoration�shall b�e compatible with surrounding surface. , ' � ' "" 9. CUT"TING AND PLUGGING OF EXISTING MAINS: At vazious locations on this project it may be required to cut, plug and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless sepazate trenching 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. ; :��r�'��I�.�� Q� ;. �� ,��rl � �� u��r:; �� . ..;��,. r�F., , When the•temporary service is re�quired 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 sdc�essive project location. . ,� 0 Payment for work such as fittings, 3/4-inch service lines, asphalt, ba�ricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the appropriate bid item. {� D-27 Easements and Permits: , Easements and permits, both te�porary and permanent, have been secured for this project at this time and made a part thereto. Any easements and/or permits, both temporary �Ind permanent, that have not been obtained by the time of publication shall be secured before construct}on starts. No work is to be done in areas requiring easements and/or permits until the necessary easemer�ts aze obtained. The Contractor's attention is directed to fhe ease�ent description and permit requirem�nts, as contained herein, along with any special conditions that may have been imposed on these easements and permits. Where the pipeline crosses priv�"tely owned property, the easementsiand construction areas are shown on the plans. The easements shall be cleaned up after use and restored �� their original conditions or better. In the event additional work room or access is required by the Contracidr, it shall be the Contractor's responsibility to obtain written permission from the property owners��involved for tt►e use of �additional property required. No additiona'1 payment will be allowed for this item. w D-28 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. F D-29 Concrete Encasement: �� Concrete encasement shall be Glass E(1500 psi) concrete and for se�ver line encasements shall conform to Fig. 113; for water line encasements it shall conform to Fig. 20 of tlie General Contract Documents. Requirements for such encasem°`ent are specified in Sections E1-20 �hd E2-20 of the General Contract Documents. �� ' ' ' Payment for work such as forming, placing, and finishing includingi�all labor, tools, equipment and material necessary to complete the worl�shall be included in the linear foot price bid for Concrete Encasement. D-30 Connection to Existin� Structures: All connections between propd�ed and existing facilities, shall consist of a watertight seal. Concrete used in the connection shall be Class A(3000 psi) concrete and meet th�_��equirements of Section E1-20 and E2- 20 of the General Contract Documents. Prior to concrete placemen"f, a gasket, RAM-Nek or approved equal shall be installed around penetrating pipe. „ 1 ;p t i• 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 lin'�az foot price of the appropriate pipe BID ITEM. "� D-31 Bid Alternatives: ` Tlie Proposal section of this documents is arranged to allow the C6�tractor to base his bid on either ductile iron pipe or polyvinyl chlorid� plastic pipe. Contractor shall indicate type of pipe to be used. However regazdless of the general type pipe specified by the Contractor at ce�tain locations a specific type pipe has been specified on the �lans. All cost for this shall be considered as subsidiary and no additional . compensation w'rll be alloweda� D-32 Site Preaaration: � , The Contractor shall cleaz rigtits-of-way. or easements of obstruction which must be removed to make possible proper prosecution o�the work as a part of this project cohstruction operations: The contractor's �, _ �. .. �.. . �,. �. � � � , � { � �' �... — ' . � � � C�-1 � L�J L�J I�� '� J Upon request, Contractor agrees.to provide to Owner complete and accurate information regarding actual work performed by a Minority $usiness 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 boqks, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than negligent misrepresentation j 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. D-25 Connection of Existing Mains: The Contractor shall determine the exact.location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of �the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, 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. Joseph Gagliardi, Manager, Construction Services, Phone 871-8648, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Pazagraph CS-5.15 INTERRUPTION OF SERVICE, Page CS-5(5), PART C- GENERAL CONDITIONS OF TI� WATER DEPARTMENT GENERAL CONTRACT DOCUIvIENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer botli 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. D-26 2-Inch Temaorary Service Line: a The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be � performed in an expeditious manner. Severed water service must be reconnected within 2 h'ours of discontinuance of service. I�'� � i -, ��I' 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 bf 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 fumished 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. T'he 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- a install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. LRJ L� 0 The temporary service layout �hall 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. . � . J G�(��C�p�� C��D �0�1 ��C��G�1� , I��o �G��¢ ��. u l�J L�J �,� .. attention is directed to paragraph C6-6.10 work within easements, pa e C6-6(4), part C- General Conditions of the Water Department General Contract Document an�General Specifications. .� Clearing and restoration shall be considered as incidental to construCtion and all costs incurred will be considered to be included in the��,ineaz Foot price of the pipe. • � � D-33 Interaretation and Prenaration of Pronosal: �� Part C- General Conditions, Se�tion C2-2 INTERPRETAI`ION AN�D PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with;��he following: L�!J � L�J C2-2.7 DELIVERY OF PROPO�SAL: No proposal will be consider "d unless it is delivered, accompanied by its proper Bid Security, to th� Purchasing Manager"or his represe tative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's so� responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposa�lwas dispatched will not be considered. The Bidders must have the propbsal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description aithe 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 :'� 7027, Fort Worth, Texas 76102. ; �, 0 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 fo� non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with }�m prior to the time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud, a the proposals for which non-co�sideration requests have been prop�ly filed may, at the option of the Owner, be returned unopened. '" , � � C�J � �I �, �J � C2-2.9 TELEGRAP'riIC MOD�FICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communicatibn at �ahy time prior to the time set for ope 'mg proposals, provided such telegraphic communication is received by the Purchasing Manager�rior to the said proposal opening time, and provided further, that the City Manager is satisfied that a writte�� and duly authenticated confumation of such telegraphic communication over the signature of the bidder'was mailed prior to the proposal opening time. If such confirm�tion is not received within forty-eig�t (48) hours after the proposal opening time, no further consideration will be given to the proposal. ^ . , � D-34 Bonds (Citv Let Proiectsl: �� Reference Part C, General Conditions, dated November 1, 1987; (GP�ity let projects) make the following revisions: �F �S 8k 1. Pg. C3-3(3); the paragraph after paragrapti C3-3.7d--Other Bor�ds should be revised to read: No surety will be accepted by the Owner which are at the time in default or�elinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be � ade on the forms furnished by the Owner and the surety shall be acceptable to the Owner. In order f�r a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Tre�asury List of Acceptable Sureties [Circulaz 870], or (2) the sureiy must have capital and surplus equ�! to ten times the amount of the bond. The surety must be licensed to`business in the state of Texas. The��mmount of the bond shall not exceed the amount shown on the'Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing. the reinsurance must be authorized,�accredited, or trusted to do business in Texas. ° `' 2. Pg. C3-3(5) Paragraph C3-3.11 INSURANCE delete subparagr�ph a. COMPENSATION INSURANCE. �I . 3. Pg. C3-3(6), Pazagraph C3-3.11 INSURANCE delete subpazag�ph g. LOCAL AGENT FOR INSURANCE AND BONDING. •� . �I . . G�I�O��G�6 GSlS��US� .1 �� U ��s ° � U ��o o G�S�a� ��_ D-35 Barricades. Wa�nin�s and Flagmen: Reference Part C- GeneraY Conditions, Section C6-6.8 BARRICADES, WARNINGS AND WATC�iNIvIEN: ( � 1. Wherever t�e word�Vatchmen appears in this paragraph, it shall be changed to the word flagmen. 2. In the first pazagraph, li�ies five (5) and six (6), change the phrase take all such other precautionary measures to take all reasoriable necessary measure,s. D-36 Disaosaf of Saoil�1Fi11 Material: Prior to the disposing of y spoiUfill material, the contractor shall advise the Director of the Department of Engineering, acting as e City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where t�e contractor intends to dispose of such material. Contractor shall not dispose of such material until the p�oposed 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 e Administrator to ensure that filling is not occurring within a flood plain without a permit. A flood lain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disj�osal sites are not in a flood plain. Approval of the contractors disposal sites shall be evidenced by a lett r signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Per�nit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, iricluding any necessary engineering studies, shall be at contractors' expense. In the event that the contractor disposes of spoiUfill material at a site without a fill permit or a letter from the Administrator approving th� disposal site, upon notification by tbe Director of the Department of Engineering, Contractor �hall remove the spoiUfill material at its expense and dispose of such materials in accordance with the Ordina,�ces of the City and this section. D-37 Workers' Comne�sation Insurance: A: Contractor's Wbrker's Compensation Insurance. Contractor agrees to provide to tlie Owner (City) a certificate showing that it h�s 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 tt�e Contractor has co�plied with this section. B: Subcontractor's Worker'sa 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. C� ntractor will not permit any subcontractor to perform work on the project until such certificate has been acc�uired. Contractor shall provide a copy of all such certificate to the' Owner (City). C. Workers Compensation It�surance Coverage Dei'mitions: � " �" Certificate of coverage �"certifcate"). 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'� or entity's employees providing services on a project, for the duration of the project. Duration of the Project. �Includes the time from the beginning of the work on the project until the contractor's/person's work on the project has been completed and accepted by the City. � �.,., ,� ,w,». � �. .., _-�..��. .,a. M. �M. � , .y � � ... .. �, r: . .. .r u. ;. L.. � �. . , � I� � '� L�J �� ,� � � Persons providing services,on the proj�ct'("subcontractor" in section 406.096)-includes all persons or entities performing all or part of the services the contractor has �ndertaken to perform on the project, regardless of whether that �ferson contracted directly with the c ntractor and regardless of whether that person has employees. Thi`s includes, without limitation, indep ndent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees f any such entity, or employees of any entity which fumishes persons to provide services on the p�ject. "Services" include, without limitation, providing, hauling, or delivering equipment or mate�ials, or providing labor, transportation, or other services related to ,� project. "Services" does not incluc�e activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and de,livery of portable toilets. :s 2. The cont�actor shall provide �overage, based on proper reportinP�iof classification codes and payroll amounts and filing of any coverage agreements, which meets the sta�utory 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 provid� a certificate of coverage to the governmental entity prior to being awarded the contract. • 4. If the coverage period shown on the contractor's current certific�fe of coverage ands during the duration of the project, the contractor must, prior �to the end of the coverage geriod, file a new certificate of coverage with the City showing that cov�rage has been extended. �E 5. The contractor shall obtain.from each person providing °` services on a project, and provi�e to the Gity: (a) a certificate of coverage, prior to that person beginnin�work on the project, so the � - governmental entity will have on file certificates of cover�'ge showing coverage for all persons providing services on the project; and " i� �; (b) no later than sevei} days after receipt by the contractory� 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. � ��J�_ '6. The contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. „ 7. The contractor shall notify the City in writing by certified mail �� personal delivery, within ten (10) d days after the contractor knew or should have known, of any chang � that materially affects the provision of coverage of any person providing services on the project. , � �. ;. 8. The contractor shall post on each project site a notice, in the texfi� form and manner prescribed by the Texas Worker's Compensation �;Commission, informing all persons �roviding services on the project that they are required to be covered'a and stating how a person may verif� coverage and report lack of coverage. 9. The contractor shall contractually require each person with who� it contracts to provide services on a project, to: � Q(a) provide coverage, based on proper reporting on the claSsification codes and payroll amounts and filing of any coverage ageements, which meets the st�atutory requirements of Texas labor Code, Section 401.01 ��(44) for all of its employees providing services on the project, for the a duration of the projec�; ;; � � � U��8�0�� I°�� 1 ��Q ° °� �o UV�J�IUUUp �151fU�r+i (b) provide to the contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (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 �nd of the coverage period, if the coverage period shown on the current certiftcate 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 (g) contractually require each person with whom it contracts, to perform as required by pazagraphs (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 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�elf-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 veri�y 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. T'his 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. T'he text for the notices shall be the following text, without any additional words or changes: REQUIRED WORKER'S COMPENSATION COVERAGE "The law requires�th�t e�ch person working on this site or providing services related to this construction �....�.,,,..project inust be co � re��by worker's compensation insurance. This includes persons providing, hauling, or � ,,, , ,� � . ,, � . , � ' ,, � , �...�m. .. � . . .,. „,�,+, � $ L�J � �� i delivering equipment or materials; or providing labor or transportatio�I or other service related to the project, regardless of the identity of their employer or status as an em loyee". � a "Call the Texas Worker's Compensation Coinmission at 512-440-378 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. " I �R D D-38 Trench Excavation. Backfill and Comnaction Trench excavation and backfill u�der parking lots'; driveways, grave��urfaced roads, within easements, and � within existing or future R.O.W. shall be in accordance with Section ,E1-2 Backfill andB2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. a 1. TRENCH EXCAVATION: In accordance with Section E2-2 Exc�avation and Backfill, if the stated maximum trench widths are exceeded, either through accident or oth` rwise, and if the Engineer determines that the design loadings of the pipe will be exceeded, the Contractor � ill be required to support the pipe a with an improved trench bottom�� The expense of such remedial me ures shall be entirely�the Contractor's own. All trenching operations shall be coniuied to the width of pe ent rights-of-way, permanent easements, and any temporary construction easements. All excavati shall be in strict compliance with the Trench Safety Systems Special Condition of this document. ;' � '� 2. TRENCH BACKFILL: Trenches which lie outside of existing o��'uture pavement shall be backfilled above the top of the embedment�material with Type "C" backfill ma' rial. Excavated material used for Type "C" backfill must be mectianically compacted unless the Con� ctor can furnish the Engineer with � satisfactory evidence that the P.I. of the excavated material is less th. 8. Such evidence shall be a test report from an independent testing laboratory and must include repr sentative samples of soils in all �'9 involved areas, with a map sho�ing the location and depth of the v ious test holes. If excavated material �� is obviously granular in nature, containing little or no plastic materia , 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 t�e direction of the Engineer, Type "B" � backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s)sA, B, C, or D. Sand material speci ed in Figure(s) t�-D shall be obtained from an approved source and shall consist of durable particles free �thin or elongated pieces, lumps of �"'� clay, soil, loam or vegetable matter and shall meet the following gradation: � u '�'J L�J ��i ,` JI r-, I�' � � � i� ' Size Sieve- % Retaine� #4 0-5 � ;g #16 0-20 �� #50 0-50 +� #100 60-95 #200 90-100 �� (P.I. = 8 or l�ss) . :� 3. TRENCH COMPACTION: All�trench backfill shall be placed � lifts per E2-2.9 Backfill. Trenches which lie outside existing or fi�� re pavements shall be compacted �� a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of tarnping only. � �� Trenches which lie und'"er existing or future pavement shall be bacl�lled per Figure A with 95% Standard Proctor Density by jetting, me�hanical tamping, or a combination Q�f inethods. Backfill material to be mechanically tamped must be within +-4% of its optimum moistur� content. The top two (2) feet of sewer line trenches and the top eighte�en (18) inches of water line may be�folled in with heavy equipment tires, provided it is placed in lifts ap�ropriate to the material being used �nd the operation can be performed without damage to the installed pipe. �I U��Q�01�� @ � � U U c�'��Gi� � c U �a ��,C?�tlUg UL'aWo 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 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 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 liriear foot of water and sewer pipe. D-39 Post-Construction Television Insnection of Sanitary Sewers A. General: This special condition covers the furnishing of all necessary materials and equipment to perform post-construction television inspection of all sanitary sewer lines installed under this contract. This television inspection is considered as a part of the fmal inspection. A satisfactory inspection is required before the project is considered complete. B. Material: 1. VHS format video cassette recording equipment and tapes are required for video taping. The television camera used for the inspection shall be specifically designed and constructed for such inspection and shall provide a color picture. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe acceptable to the Engineer. The camera shall be operative in 100 percent humiility conditions and shall have a minimum of 60U line resolution. 2. Recording equipment shall be equipped with data recorder capable of the following: a. Date and time b. Footage c. Project name, contract number, contractor, and inspection firm d. Location, main/lateral number, and station number C. Execution: 1. The ContractQr shall obtain the services of a qualified independent company to perform the television inspection. 2. The Contractor shall provide traffic control during inspection operations to maintain public traffic and safety of all personnel. 3. The Contractor shall clean all construction debris, sand, and gravel from the sewer to be inspected. 4. Satisfactory p�ecautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of insp�ction equipment. Any damage done during inspection shall be repaired by the. Contractor. There shall be no additional payment for these repairs. 5. Internal Television Inspection a. The inspection shall be done one sewer section at a time. The section being inspected shall be isolated from the remainder of the sewer in a manner approved by the Engineer. Any defeEts found shall be repaired by the Contractor and ttien re-inspected. There shall be no additional compensation allowed for such repair or re-inspection. : . ' i, ,^ , .. ,`��ri �MA Y' � r • � jt ! a� � � i� , . � i � �� l�J � �J � � � I"�. � L�J b. The camera shall be moved through the line in either dire tion at a uniformly slow rate, stopping at all defects to allow adequate evaluation by the E ineer. In addition, the camera shall be stopped at each service connection. di • , �i " dl. c. Cost for excavation to retrieve inspection equipment shalP�e the responsibility of the Contractor. The City shall not be liable for any costs relativ� to retrieving inspection equipment from the sewer system. g� :: .� �� d. Sanitary sewer mains must be laced with enough water t fill all low points. The television inspection must be done'oimmediately following the lacing o the main with no water flow. Sanitary sewage may beFused to propel the camera if the ma is live. However, flow may be restricted in a manner approved by the Engineer when neces�ary to provide a clear image of the sewer being inspected. ; e. Telephones, portable radios, CB, walkie talkies, or other electronic means of communication must be set up where voice or manual communication is not��feasible. '� i 6. Viewing : �� a. The television inspec�ion company shall provide facilitie� for the purpose of viewing the monitor while the inspection is in progress. � .�, ;. '�i . ii tlC b. The Engineer shall witness the television inspection. „ 7. Record Logs a. The video tape of each sewer segment shall note on the t�pe the project name and number, the main or lateral number, the beginning manhole station, the "nding manhole station, the time and date of inspection. Footage for camera location in the sewe� line shall be displayed continuously during the inspection. " b. T'he original unaltered cassette video tapes will be revie �'ed by the Engineer for focus, lighting, clarity of view, and technical quality. The inspection comp�ny shall maintain sharp focus, proper lighting, and clear, distortion-free viewing during the came operations. Failure to maintain these conditions can result in�rejection of the video tape by the E gineer. Any sewer line whose video tape is not acceptable to the Engineer shall be retelevised a o expense to the City. � c. Defects shall be des�ribed and quantified on the video pes by the company doing the inspection. Measurement for iocation of defects in sewer ains shall be at the ground level by means of a metering device. Marking on cable or the like hich requires interpolation for depth � of manhole will not be�'�llowed. Measurement meters shal e accurate to 0.2 feet. Measurements shall be taken from the°center of the manhole and displaye on the video tape. � � � u d. A typewritten report shall be provided with the video ta � e. Each run sheet shall identify the segment being televise�l, and the location of each service o�defect with its appropriate clock position. �� e. Upon completion of the project, the Contractor shall prd�Wide to the City the video tapes of each .section of sewer line televised. _ u D. Measurement and Payment�� Payment for intemal television ,inspection shall be paid at the contr ct price per linear foot of sewer pipe televised. Length shall be mea"sured in place along the centerline o the pipe for each sewer segment. The u' - :: �' � ��Q�� .� �� U � � Q�1 ��'GGu � ° �� , � :: a� ��a i�UG��o ��o contract price shall include all•costs associated with intemal television inspection, viewing, record logs, and cassette video tapes. D-40 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 furhish a detailed cost breakdown of his contract price arranged and itemized to meet the approval of the Engineer. D-41 Vacuum Testin� of Sanitary Sewer Manholes: A. General: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. Execution: 1. Test Procedure: Manholes,shall be tested with all connections_in place. Lift holes shall be plugged, and all drop- connections and gas sealing connections shall be installed prior to testing. T'he sewer lines entering the manhole shall be plugged and braced to preve*►t the plugs from being drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. T'he test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of inercury (10" Hg) shall be drawn and the vacuum pump will be turned of£ With the valve closed the level of vacuum shall be read after the required test time. The required test time shall be determined from the table below. Height of Manhole (ft) 48-Inch Dia Manhole 60-Inch Dia Manhole 0' to 20' 20' to 22' 22' to 24' 24' to 26' 26' to 28' 28' to 30' For each additional2' 2. Acceptance: 40 sec 44 sec 48 sec 52 sec 56 sec 1 min 4 sec 50 sec 55 sec 1 min 1 min 5 sec 1 min 10 sec 1 min 15 sec 5 sec T'he manhole shall be considered acceptable, if the d'rop in the level of vacuum is less than one-inch of mercury (1" Hg) after the requued test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which` conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. Following completion of a successful test the manhole shall be restored to its normal condition, all temporary plugs shall be removed and disposed of in a manner satisfactory to the Engineer. G C. Payment: Payment for vacuum testing of sanitary sewer manholes shall be considered an altemative to hydrostatic or pneumatic testing. The cost of all material, equipment, labor, etc. required in testing shall be included in the price bid per foot of pipe in place. D-42 Samnles and Oualitv Control Testing: • a. The Contractor shall furnish, at his own expense, certifications by a private laboratory for all materials , proposed to be.,qsed on the project, including a mix design for any asphaltic and/or Portland cement .,.,�., ,,.�;_ ,.,a.a......_ .r.a � „; , 1�Y � � E <� „ ,:�= ir.; 7'�^ � tl t . ,� 6 ;i� � ' �' V { : ` - r�. ��,r re sF a..� . �a�..p,�r�.�,,;y;f d� � I� I�I �I, � u � �� i concrete to be used, and gradation analysis for sand and crushed stone�to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used�in the project and will bear any exp�nse related thereto. b. Tests of the design concrete thix shall be made by the Contractorps laboratory at least nine days prior to the°placing of concrete using�the same aggregate, cement, and mgrtar which are to be used later in the concrete. The Contractor shall provide a certified copy of the te�� results to the City. �� . F r c. Quality control testing of in-pl�ce material on this project will be p�rformed 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 te'sts of materials shall in no way relieve the Contractor of his responsibility to fumish materials and equipment conforming to the requirements of the contract. �, d. Not less than �24 hours notice s�all be provided to the City by the �ontractor for operaZions requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, �nd any work effort involved is cjeemed to be included in the unit pri�e for the item being tested. G, e. The Contractor shall provide a copy of the trip ticket for each load�,�f fill material delivered to the job site. The ticket shall specify theo�ame of the pit supplying the fill material. D-43 Protection of Trees. Plants, and Soil: -A11 property along and adjacent,t�o the Contractor's operations includ}ng lawns, yards, shrubs, trees, etc. shall be preserved or restored, after completion of the work, to a con�ition equal to or better than existed prior to the start of work. � " fk By ordinance, the Contractor must obtain a permit from the City For�ster before any work (trimming, � removal, or root pruning) can be�done on trees or shrubs growing on�ublic property including street Rights-of-Ways and designated �lleys. This permit can be obtained �iy calling the Forestry Office at 871- 5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the � National Arborist Association. A copy of th�ese standards can be provided by ealling the above number. Any damage to public trees due�to negligence by the Contractor sha�� be assessed using the current formula for Shade Tree Evaluation as defined by the Intemational Society ofi�Arboriculture. Payment for negligent � damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the City. o_ I� L�J ir� � � � To prevent the spread of the Oak Wilt fungus, all wounds on Live O�lc and Red Oak trees shall be immediately sealed using a comhiercial 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 �his item and all costs incurred will be considered a subsidiary cost of the project. I7 44 Pavment: • ' �k Because of the unique nature of this contract, C8-8.5 PARTIAL ES,�IMATES AND RETAINAGE of the General Conditions shall not apply and shall be superseded by the following: (Please initial below) �'� ,d Whenever the improvements prescribed by an�individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate officia� of the Owner will, within a reasonable time, perform the inspections. ,if such inspection reveals that the improvements aze in an aoceptable condition and have been completed in accordance with the terms o�the Contract Documents arid all ' approved modifications tliereof, the Engineer will recommend acc� tance of the work under that particular Work Order and recommend payment therefore. d� �� " ��8 �� 3(�C��Q� CO�1 ��'G� ° °� ��c �Uc��llUq ll�(n1u 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 aze 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 mader The�amount of the estimate will be paid to the Contractor after acceptance by the Water Department Director, provided the Contractor has fumished 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 fumishing labor and/or m�terials 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 per�onal injury and/or property damages. The acceptance by the Contractor of the individual payment as aforesaid shall operate as and shall release the Owner from ail 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-45 Removal and Realacement 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 govemed 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 standazd 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 all materials, labor, equipment and incidentals necessary to complete the work. D-46 Proiect Clean-ua: , The Contractor shall be aware that keeping the project site in a neat and' orderly condition is considered an integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be, done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engineer it is necessary, clean-up shall be done on a daily basis. Clean up work shall' include, but not be limited to: � • Sweeping the street clean of dirt or debris • Storing excess material in appropriate and organized manner • Keeping trash of any kind off,of residents' property ;' � ~� , ,,�J � . � , � �� .. M..,��;� ::`� .�.�. j , � . , , , r 4 i... �.: i�... � - t,t.'p yix'., . ' � L�J L�I LI � � �i CI L�J LJ I I�I I �' L!J � � If the Engineer does not feel that the jobsite has been kept in an orderly� condition, on the next estimate payment (and all subsequent payments until completed) of the appropgiate bid item(s) will be reduced by 25%. +� �� D-47 Proiect Schedule: , . , ,.,`. �� ,. Contractor shall begin construc�ion on Hamsted Street location first and complete all items of construction prior to moving to the Hobart Street location. jo i Contractor shall be responsible foi producing a project schedule at the�pre-construction conference. This schedule shall detail all phases of construction and allow the contractor to complete the work in the allotted time. Contractor will not move on to the jobsite nor will work begin �ntil said schedule has been received and approval secured from the CBhstruction Engineer. However, conttact time will start even if the project schedule has not been turned in. Project schedule will be updated and�resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this con�Cact. � D-48 2:27 Concrete: �� Transportation and Public Works;Department typical Sections for Pa�,ement 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 cement�per cubic yard of concrete. With the exception of the cement content, all other requirement shall meet or �xceed Transportation and Public Wa�ks Department standard specificatio� Item 406 Class D Concrete. p � D-49 Temporary Pavement�Repair: ° The Contractor shall provide a temporary pavement repair immediately after trench backfill' and compaction using a minimum o� 2-inch hot or cold mix asphalt over a minimum of 6 inches of compacted flex base. This temporary repai��shall be rolled to provide a smooth transition between the existing pavement and the temporary repair. The unit price bid under the ap�?'ropriate bid item of the proposal shall cover all cost for providing temporary pavement repair for all streets��cuts prior to street reconstruction. o' �F D-50 1'/:" & 2" Coaaer Services: The following is an addendum to E1-17, Conner Water Service Lin�s and Copper Allov CouplinQs: All fittings used for 1'/z" and 2"iwater services lines shall be compre�ssion fittings of the type produced with an internal "gripper ring" as manufactured by the Ford Meter �ox Co., Inc., Mueller Company, or approved equal. Approved equ�l produ�ts sha115ubmit shop drawings and manufacturer's catalog information for approval. ' Contractor shall make all cuts to the copper tubing with a copper tub'ing cutter tool specifically designed for this purpose in order to provdde a clean, squaze cut. The use of hacksaws or any other type of cutter will not be allowed. � , Prior to installing the compression fittings, �e copper"tubing will be made round by the use of a"rounding tube" specifically made for that�purpose. Payment for all work and matefials associated with 1%? " and 2" copper services shall be included in the price of the appropriate bid item. � D-51 Contractor's Resnonsibilitv for Dama�e Claims: ,G Part C— General Conditions, �ection C6-6.12 shall be revised to read as follows: Contractor covenants and agrees to indemnify City's engineer and a°,rchitect, and their personnel at the project site for Contractor's sole negligence. In addition,.ContractQi covenants and agrees to indemnify, . ,� u��BC�01�� ?L�C�C�QD ��1 ��rG� ° °�( I! Uo ��'�Iltl� �.L7Wa hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to;arise out of,"the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, damaQe or death 3s caused, in whole or in part, bv the negligence or alleged »esliQence of Owner, its offcers. servants, or emnlovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising &om„the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damaPe is caused fn whole or in part bv ihe neQliQen�� or allePed neQliFence of Owner. its ofrcers. servants or emnlovees.. In the event Owner receives a�written claim for damages against the Contractor or its subcontractors prior to final payment, fmal payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. � The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim ior damages is outstanding as a result of work performed under a City Contract. D-52 Protection of Existin� Curb and Gutter: On projects where water services aze to be replaced but the street is not scheduled for a full reconstruction, the Contractor shall not disturb the existing curb and gutter. Water services shall be installed using a "gopher" or similar means that will not disturb the existing curb and gutter. If the existing curb and gutter is damaged, it shall be replaced at the Contractor's expense to the nearest construction joint in either direction. No separate payment will be made for work and materials necessary to protecYthe existing curb and gutter and all co§ts incurred will be considered to be subsidiary to the contract. ; �...,.;.,.:�.�. . . � �.;.t ... � � � ,3 r :�-b� � `� �^` � �., , ,�:5 .� � � �e ^, .. �,�' � r- i( �", 4 g �,, ' �'` ,' � .. . . ,�� +I�. , •�'��. • ��^t � � . . Where M.H.'s are in street �install two or more courses of� •ick.or concrete grade rings tween casting and top o'f bric � .dne, or concrete slab. � r �, � Tllll,=�Ul ;lti� -Use standard McKinley, No. A24 AM, or �Equai M.H. Frame ��d Cover � Set in Mortar � Use Cast tron Pipe to First Joint Behind• Limit of Excavation � � J � L�l } �� Coac. Col l ar l�� . (l� ., _ � 1 � ti t Limit of Excavat i on �� r�� n �� .� _' Il l � u`r I�� L' Thrust Block ta Extend 6" In All D i rect ions f rom Outside Diameter of Pipe 1-1-78 �Install M.H. Step:� Same as in Stan�rc M.H. � �.6 : % . � ;� � M. . Cas -` � �' Push-on Plug = Iron�Tee .� � � ` _��. �� - v , � ,`� _ _ • , - � ' � �� Install Nuts ` � . ' s � � ,� � � Away from M.H. / Q Walt on M.J. � � ' � � �''�" _ � Fitting COR-TEN o � � � Bol ts � ,// --I f Requ i red �ov i de � 0 e � � "� � Stub Extension At �'� �oncrete _ See � � / �1aTlof P.E. in �.H. / � � ,, � o �j Standard 4 Dia. - � '� � M. H. Detail , � � k � Figure 103 . _ � ; Slope 1"/1'ro / - �I � � �;� � ' �" a`� • �� ./ � Vertical to 3/4 �� •��'• `'� � � Point of Pipe � •. :.•.. a � —G 8�� ., ... , •• , �- ...4. , I . � . �. . • , � � .� �., • ,+'., . ' �. ' •.: ', :� G�outed Invert� �se 4�00## Concrete - o; 1 4� dia. for sewer , :� : pipe up to 21" � dia. 5' dia. for � q sewer pfpe 2l" to °; TYPICAL SECTION � 39�� a�a. STANDARD FOUR FC�O�T Df�C��` ��µ .o, = �►�C ESS MAN�HOL E � � �� GQ� . CO��[��G� s o�: �� ._. FI G URE I �7 � ' . .. �, .� �,��9 ��a! ,. .,� . � � Where M.H.'� are built in streets L�b be paved� M.H. rim to{be set to nrnnncorl na:.�t.,., .,..�a„ E 1-�� Materral" �.. . � E 2-14. .. .Co�struct i on ',. S TREET DIf� T a } t"' 0 N �� -#4 REBARS TYP. SE �3000� CLASS . CONCRETE. � . . 4 A 4.0' a m � .'�� 1� •; �'� i . _ � � .� 1 i . :! � . ��;} � � -- � ' : �� .i � �`� � � �'� � ` � .:.i'. i ' �� / � � `� ``� • 3' TYP. .�,�{:t` � . %' , / ` . � `i �' ` F ' .� �°`� l/ • / \ I „\ ` f .�1 ? ;Y � ` \ t %� .Y. � � � � 1 � - �T � � 1 . � �� l . 1 _�. � �� i �� / -�. � �� '` � �' " ' 'r � � : � � .� � -_� . �. � � . . � . / - � � � , . � .�._ ...� � � A � � � � %I - � . j,_; . .\ ` , . � ,� • �� s.. *_, ' _� , � � . �.,_) CONC . COI.I.AR ' � HEIGH7, VARIES� � 3/4' CHAMFER TYP. �:�� - - � +--i P�NT. PYXT. '� �. , � : � , GRDUND '� .. ''� � � � 2'27. ��. •. - - -f- +� :� %II \II%I �IIt1��111 � • � � � . � GRADE RINGS� , . � . . I "' � - 6" MIN. .. CASE ! CASE 2 ' ' ' � CASE J �LLAR SHALL EXTENO TO TOP OF 2.' 27 CONCRETE (REBAR REO. J • � RAM NECK ' ' . 3' MINIMUM : �:J . , �:1 ' HEIGHT VARIES ;-;_; SECTION A s � CASE 2 r1 rJ . . � �LLAR SHALL EXTEND 3' BEL01V �OTTOX Of LOtrEST GRADE RING ' � (REBAR REOr ! , - � �,� � ��G��q�i��?��u�D � � -,,f ��'tif ��'', Q e �� ,� . �..��o ��'��°t��I9 ��°; F I G U R E 121 �� A R CONCRETE MANHOLE COLL n�CT � T I - -- -- -----__.. � .. . .� :;:; :� :,,., .. ., :�; _✓r� r� T ..� : �,� �, :..� ;: :;�� ::r.:� .. .: aq�'i,, �'_J � �� . �� r � r � � a Q � �a a � � � �3 � � L� �`� C� C� G-1 !� %] � � L:� C� C� �i �' � PMS 167 {Copper) � ,_.. PMS 288 (Bf�ue) ,�. PMS 288 (Blue) , g�.p�� ;` ; . ; ; . ; i �� `; � �� %� �� ;' ; 4' - .� 5�� 3 ; 3 -1.5 ; 3 , , ; . . ; � I � � � �� • j I � . il � � . � ` 2.25 _.I ; , ; • . , , , � , . , ' ' ��a �e � o� �r o � x�r o��,, � , . � , , . _ . o , o r� � 3„ . � � . �- , 3.75" �- . � � . . o. _�. . �.. T � � �` ' ��,�1 C�s .rI Z .� C �r O �"l_ �-.o�..�.--- � . 3.75„ 2.25" � � -, - - --- O i CV e _ . 4.5.". .. 1 - 5 ` I � t ' j 1 �� v, : .�,�::—>>�: f ��a � �:s : � �{��• � C—a� �2� � - �-, �--w- -� . �aCS>)� �� ] �� / / / / / �--- N 0 4.5 "� ; . � . , � .. � ', 3" �Rad�ius � , ,`,_._ White � '�.. PMS 288 (Biue) / � . � / . , � �. . �--�—� �� • . PI,�OJEC'T SIC-�i Figure 30 09/18/96 --s��. � � � � � � � �� . � ... 0 Scale � " � �' E2-'f� Consfiruction : � � , ��.w�o�� %N.nl I.s� �� C�i% � . Covsr�� t�w! �o .HC��i� lty �;�:' � � : � . J�-avr ,A�/or,F�. � `'% /i�O..��ilk�r'!r/f CO�C�Q��pICI�C � `�� '"'' Slots ar pickbQ�s, Ref: E2-l4 • ,••: : � .,: . ,� . :: : -;� , :,, :. •, � � ..:K:... . ,�.�.,�'/ :�� : ��' •�•�:,.,. _ -:�/ t( ., � .1 i \:�:�- � 1O Mi�imum 2 �ows p�ef�i»� b�tu�rrasric �a�t Sea�{vrt (Ram •Nek or a�vprored equa/J. ,NcL+ol�Y�Ire' Co�re+�tt'c or .� sT.� c-a�e��t .+c.ix�resd w+v.�/Sols. sacfio�.I or s9wl� r ,4�c�;•-E-2-/� , , � • . J � G�ovll�� _. �� cu�. � �.yd�� 4� . Q � ' aXrt�►d f0 � � �'• �!� � �! � � � _'� � � ' � �. i4 -•� " . �i�ir�'s� rv�fi4 d�i�we��r o{/'��t , �! . � i `�IN. � � ~. �/'�C�S!/ � - - ' : . y . .. • .: ' ,, �� . ��: ��•�: .�.:� , � �,' . . : : w. . 1 � � ' � ••� �~'•+� �•, ,`� i...,4'.'a�l.it!�.r1 � � ' ', �. �� • . I • +�� • � • �• . � : ,' 1: : . • �' � �, . � . f. • •!� •�•_�•.• ;.��/• �a. — ' • •' • ' I• ' � � :' : , ��: �' .�� -'� ,1�:�'r. � � _ ,.'.'.�'�.:• +..�r... :.�._`�'-.''—�'o� ,,•.• p:::' :r�j=:::1•'�1/�:':j - , r.• . .�,,: .b�. ., ., ... , � .�. :�•,• �, •� �� ....r. . . ' �':: ••, � ,.;'� :.. : •. ,� ..;. , �• : ••,. ;r;...•. ..• - � � �,Q � Qr Cl��s� F �aa+oo �'J •Conci�:ft � '. . d "Af/I�S/. �•7 �7 ,. . '..s.. � ' .r 'B ; � f..��._m.;� �;�tisJ�G�!l�:� ��C��Q� FlGURE' M, , �� Y ��'�r ��,�� ° °b T.4/VC�•�.PO �!i!�/�s/OL,E' 4 . ..., �'', �:�'�.��o ��a foi�ec�rr r�iow�J . � �a , � z � � I _li-.� .\' �'' .. �,I• ��L�:.�� !=1. /� ��o::t: '� :;:•� • v �'�:t°: .'. .f f � 1 �+;' ;; . ;�: '. ..�. - � .� �r 'i3 1 ':_ E1-14 F4atecial E2-14 Constructio I — Lr ' � �"' �» • � ' �, �.. �• • r� y � �r. Ir"' _ ._... • , E,ris� Cb � '�� -- -. „ , � �� . • li ' , 1' � � li � ,, - - - 1� � 1� �� . � � �� . 1� 1� 1� 1� ' E�'%st. ti1¢1ar a/au/J� (�•:•r. • v...zv,rfrs�i �� .Set �¢1di/ %r' �, Tt��. Str'✓ice .` ;V��asa�.vas��+ � Connaclion. � �� i:a�•r�a.wifiv�;; � . 11 � '� � ;;�� . ,� �e ;� b � h` � �; � -:l tiYlIINIllI �.ti �� 'W F � ' �ti � � � . .s� � ,. � ,; ,, �, , . � `YJlll�rt� Y ti�'►-� V �' Z .V ..� : s� s t s s a�.v�ss �� A ` ' � �1 � t �� '� ;' C� � Q ti1. � � '� � • �' �e � � � �� V � �' � � � ,6 � ;t{f��1��K• �ti �� ,� �..ar� vr�.rir.rsazt;� � \ 1 � 11 � 1 Q1 11 '�C ' . �� • �� - t� 1� .� S DeJii/ !'o� � � � � � �� 1. Cb � E.ria � To /rH Du/�fet %'o� T�rn,o. � :oS; Cros!%r*! �r�— kFshrr S�A.o�y + /nitfseN , . ': . •' �� r R� w• � i �"�ti . . . . . �,�.'f��i: :�r,�•i+�,%1,i�t�• :"��`',�!'- T ��. Str✓iCQA, ' �� 2" Gr/� Ioi�o¢ � �� . - C1TY VhrATER DETExASENT Fp�T W ORT H, � r � � � rY��cAL ��4�1V _ -� � , � B Y�A S S L�4 YO 11 T,v,��o� o�� G�� F/Gl��E 1 �:�o�� G�� II t�o VU�'�'�UU9 �L7�o d__. A�11_O�l � � � � � � r'" � , � � r �.F"Tubin9� C�/�0/� .,�/i/ ��r.•Y�y/•�.%i\�'�A' . �� =:'� � � Gc9/v�i�o¢ .-;-•;.' ; �' � . .;;•a • i _� , :.... .; � � ..:�.��'••;.,;'.:�� .. . : 1 �, . • �: ': ' '• : t.� �• ' ' a '�" �%'t �i . . . � • , .• . • . .i.o � . • }� i.. �;at . .1 t ti �� , � �. � ; • �( �+ �:�'• : •�;F,�� .��.�i:. �• ••i;,;'��•;� ��:�0•••1\` ` • ' •' � : . � : • ..+'': .'•e ' - •� . ^•`�i:�,`i•.:.i/n��/•\`�'/i � \'i�rri��W/��y, �. r conr�dcro� sho�// da �sQui�sd ro covs� Msrc� v��r w�ih proltc/irt �t/drd .....•... .� ��f.i. �..r��.�,r�� c.�i� r; �, Ad��ot rs ncQvir'�d � � .�ist. /�i�i��s SQ�✓ict � \ ta /�/oud t o� B/d9• � v� ;, �v//. ..�W�V y (��.. .t/Qr¢r' dh�.�// /S e rt rn o✓ a d 6J' th� Con�rdcfo� Conntcrion �'rorn by•��ss !`O pr/�'d fP s�rv�c� she// b¢ r»�dt by Conlrvcro� E,�is t. Cbppt � Sc �✓ics L i�s , � v,,�aUc�;��;�-; �'�C'��.D I�' �I�`�1'' �c+�,"��?� ° c� V � u ��3 ��u`V�p�� FORT W 0 • E Cp�INECT/ON TE�P. SERV/C - OFT�4 /L � � ' � ' � CITY II�fATE� OEPARTMENT F,TH TEXAS � 0 ❑ F/GUR� � � Re v. 9 • �? • 9D ' .� � .� � 1r� � , ' � � Y..Y ' . � . . �'' L � � � � � � i" � � � � � � C Ex.'sr ��.�97 -e � � . ' � � _ ' �6'MAX � .t C � � � �,�hd// Co✓�� 2., G�/✓. /�ij�¢. . � - � ,�;,y � • � �•:t, t... - . ._ ,,� . , . .,►, • , :ti < � �;.., �( � ��'.i+.� �'�L'.. . , �- . � / SJo�►-�oE��d, Finishsd t �6. _ �/S�'�r a!'ii�� FQ/!, JG'Widt. , . � . � � � - � �� . � � CITY Y�ATEa CEPI�►RTMENT • : � Fo�T woaTM. TEx�s � in�rERSE cTiolv CRo SSIN � QE T.�9 ll. - � _ � - � . i�� L OQ� ��CrJUc' p� � f/GU�E 3 �o��11� ��o �G��Ir ��o — — — � � � � EXCAVATI❑N, BACK�I�L AND PAVEMENT REPAIR UNDER EXISTING STREETS MIN, 2' HOT ❑R C�LD MIX ASPHALT� EXIST, STREET PAVEMENT ////jjj '"'o /�/ . �... �.. •.: • .'. .. • a : . , ' .a•'. . .. , •. � � .•'' ., • . . , . f. � � � . i . ' � .. . �EXIST. BASE � —TEMP�RARY PAVING REPAIR SH�WN — . F�R PERMANENT PAVING REPAIR DETAILS` .' SEE FIGURES 1-5 ❑R AS SPECIFIED IN THE PLANS OR SPECIFICATIDNS, J�V�v�v�v�v�V�v�v�v�v�V � / 00000%000� °�jj�j •� ' '" / '�'� �( � �' '� /. • / / � MIN. 6' CL]MPACTE� � �� FLEX-BASE MATERIAL��/ �//��//�/ � ' . . ,��//.�,•",/,//.�.'%/.�/ .��/�/%��.. .'� .'• .•�''.;'�.. : ' • . . .a . : ' : ° • ' .�,• �. BOTT�M OF TEMP❑RARY ❑R � . . , • • . . ,' ' PERMANENT PAVEMENT REPAIR � , , .. , ' : , ' . ' .. . . �.. � .' ��TYPE C BACKFILL � • �. � _ . . . SEE SPEC, E1-2 � SAND MATERIAL ' �`" �`', �`� , `',. . . 1'-6' MAXIMUM EMBEDMENT ��' : � ' � � SEE SPEC. E1-2 �� • '� � �,�.� �� ' ' ' MINIMUM 6' SAND . . :.. .. , . . � �'•� �'�...' EMBEDMENT COVER � . ,.'' . . . � .. . . ,r: . .. • . � ~ G' . •• •• v ; t Qti� .• :� MINIMUM 6' EMBEDMENT . � �'._.: •. �•:• . . •, •,. � INCLUDED IN LINEAR FD❑T BID PRICE ❑F PIPE �IGURE A CWATER SIZES UP TO & INCLUDING 12") �;�;��G�� ?l��'�el� ,^�? �� f' � �� o ��G'��9 ��o NTS REV� MARCH 25, 1999 � ` � , � � EXCA�/ATI❑N, BACK�ILL AND PA�/EMENT � . REPAIR UNDER EXISTING STREETS � ^ MIN. 2' HOT ❑R COLD MIX ASPHALT-- -TEMP❑RARY PAVING REPAIR SH❑WN - � F❑R PERMANENT PAVING REPAIR DETAILS EXIST. STREET PAVEMENT SEE FIGURES 1-5 OR AS SPECIFIED IN ` THE PLANS OR SPECIFICATIONS, y V y V V V V V V V V V V V j�j/ � "o"o"o"o"o"o"o"o"o"o d o 0 0 0 0"0 "o o"o 0 0 0�0 0 0 0 0� �j/ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� o 0 0 0 0 0 0 0 0 0 0 0 / �+ � . /� h�IN1 ' CdMP C ED / �� /�� . • • �FLEX-BASE MATERIAL��,�� j�� ' .' � • • • �' . . �.• . ' •a . � : �' � • '//./.•';!/,/.�r'��/�_• � //,<` i/� , .�/ � • ,.'• • ; , '•. : . . .� L�+� •. , : ° ' . ' • . a . . � ' . .' , • • • •a • • '� � ' •• BDTT�M �F TEMPORARY �R � , . , ; '''� �' • • . : :.• '•� : � • • . , � � �. : �• .. � � � PERMANENT PAVEMENT REPAIR . . • • . � � . . R� % / EXIST, BASEJ � SAND MATERIAL� `� EMBEDMENT r„ SEE SPEC. E1-2 +�� 1) SEWER - MINIMUM 12'� � SAND EMBEDMENT COVER h, 2> WATER - MINIMUM 6' � SAND EMBEDMENT CqVER �^ MINIMUM 6' EMBEDMENT � � . , .. � ' ' '. � �TYPE C BACKFILL . . ' �:�:.,•.:�; •:•:: �'.:': SEE SPEC, E1-2 � � ` � • 1'-6' MAXIMUM .. .. ' '�' � -. •• ,.,;. :�� ' . . � � ' �� , • � CRUSHED ST�NE � . ,�Q�v ' ' ` � SEE SPEC, E1-3 :: �;�, Q w„ . :.�. •�� •� .Y .•• . ..:::�:s-: : ; .. ,; .... . . ''•'...• �.2•: . .2. : • :•+a' .:l.�•,.•:•:ti.. :.'•t. . ••r� . . y . � � J . �... � INCLUDED IN LINEAR F�OT BID PRICE ❑F PIPE . I� F�IGURE � LL CSEWER� A I CWATER SIZES 16" � � � B SIZES) & LARGER) NTS �� I�I��:�II C5- 1999 ;,.V;�G��G� �'Q��i �� tif ��G� ° °� 0 Lo VU\JU��:I�UUB �6'J1:o , SECTIai E SP�CIFICp►TI0��1S Ja�UARY 1. 191d WATER OEPAiiTMEN7 All materials, construction methods and procedures used in this project shall conform to Sections El, E2� and ElA of the fort aorth Water l}epartment General Contract Documents and General Specifications, together with any additional matertal specification(s , construction(s) or later revision(s). See revisions listed on this sheet;. Sections E1, E1 and E2A of the Fort ilorth Water �epartment General Contract Documents and General Specifications are hereby made n part of Lhis contract documznt by refz�ence for all purposes, the same as if copies verbattm herein, and such Sections arr filed and kept fic al record of the City of�fortrWortl��e ��ty of Fort Worth as an of , INDEX �E1 MA7ERIAL SPECIFICA7Ia`iS Cl � � � �' � '� � � � E2 COi�S7RUC710N SPECI FI CA7I OilS E2A GFNERAL DESlC�y DE7AILS � � Revisions as of April t0, 19�1, follow: � E1-'L.4 Backfill: (Correct minimum compaction requiren�ent to 95;: Procter density ir� and correct P.I. values as follows:) e. Additional backfill requirements rrhen approved for use i� s treets : -- 1. 7ype B B ackf i 11 (c) Maximum plastic indzx (PI) shall be � Z. Ty e� C�ackfi 11 (a� Material ��i� ��sideredtasasuitable9forPco��a8�- or less s ion by jetttng (b) Materin1Sm��ibQ ConsideredtforduseVonlyaWit��f 9 or more . meu�anical compaction � �-� :�.�, �, ��j�,l rench �ackfill• (Correct minimum car�paction requirement Nherev�a �ta.l. ��`��-�1�`�'� �r`°�`�"J`'-� ppears in this�section to 95x Procter denslty rxcept for parag P i;'�Il�;''�, �vc� ° e11� �ere the "9�x aadlfied Procter denstty" shall remain unchang��). �^U��U ��01,��'�:�'U�'�i��p ��, , � ' � � �; irr � � ��QO-4 WAT�Rj.jGHT MANH4LE INSERTS SECTION E100 - MATERIAI SPECIFICATIONS MATERIAL STANDARD E1Q0-4 JAlIUARY 1, 1978 (ADOED 5/13/90) � �QO-4.1 N A: This standard covers the fu�nishi�g and installation of watertight gasketed manhole inserts in the Fort worth sanitary sewer collection �, system. �� • • � � � � � 0 �"' a. The manhole insert shall be of corrosion-proof high density , polyethelene that meets or exceeds the requi�ements of ASTM 01248, Category 5. Type III. � b. The minimum thickness of the manhole insert shall be 1/8". c. The manhole insert shall have a gasket that provides positive seal in � r Net or dry conditions. The gasket shall be made of closed cell �y neoprene �ubber and meet the requirement of ASTM D1056. or equal. �" d. The manhole insert shall have a strap for removing the insert. The . strap shall be made of minimum 1" wide woven polypropalene or nylon webbing, with the ends treated to prevent unravelling. Stainless � steel hardware shall be used to securely attach strap to t�e insert. �" e. The manhole insert shall have one or more vent holes or valves to �elease gasses and allow Nater inflow at a �ate no greater thin 10 �� gallons per 24 hours. EjQQ-4.3 INST A N: a. The manhole frame shall be cleaned of all dirt and debris bef�re placing the manh�le insert on the rim. � b. The manhole insert shall be fully seated around the manhole frame rim to retard wate� f�om seeping betKeen the cover and the a�anhole frame rim. � � � � C' _ E100 (1) , � (��a� Gl�d �'�C�GQD ��' �� °l� �. _.^ `r��D ��. � � � �J � �r.' � .� , �' � � � 1 CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATES FOR 1999 AIR TOOL OPERATOR ASPHALT RAKER ASPHAI.T SHOVELER BATCHING PLANT WEIGHER CARPENTER CONCRETE FIIdISHER-PAVING CONCRETE FIt�11SHER-STRUCTURES CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUILDER-STRUCTURES FORM LINER-PAVING & CURB FORM SETTER-PAVING & CURB FORM SETTER-STRUCTURES LABORER-COMMON LABORER-UTILIT'Y MECHANIC OILER SERVICER PAINTER-STRUCTURES PIPE LAYER BLASTER ASPFIALT DISTRIBUTOR OPERATOR ASPHALT PAVING MACHINE BROOM OR SWEEPER OPERATOR BULLDOZER CONCRETE CURING MACHINE CONCRETE FINISHING MACHINE CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL FOUNDATION DRILL OPERATOR CRAWLER MOUNTED FOUNDATION DRILL OPERATOR TRUCK MOUNTED FRONT END LOADER MILLING MACHINE OPERATOR MIXER MOTOR GRADER OPERATOR FINE GRADE MOTOR GRADER OPERATOR PAVEMENT MARKING MACHINE ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER SCRAPER TRACTOR-CRAWLER TYPE TRACTOR-PNEUMATIC TRAVELING MIXER WAGON-DRILL, BORING MACHINE REINFORCING STEEL SETTER-PAVING REINFORCING STEEL SETTER-STRUCTURES STEEL WORKER-STRUCTURAL SPREADER BOX OPERATOR WORK ZONE BARRICADE TRUCK DRIVER-SINGLE AXLE LIGHT TRUCK DRIVER-SINGLE AXLE HEAVY TRUCK DRIVER-TANDEM AXLE SEMI TRAILER TRUCK DRIVER-LOWBOY/FLOAT TRUCK DRIVER-TRANSIT MIX TRUCK DRIVER-WINCH VIBRATOR OPERATOR-HAND TYPE WELDER ,��U�� C��GQD ��. �1�U df��v �� D tl (�o � � �:'�bo p�o $9.00 9.55 8.80 I1.51 1030 10.50 9.83 8.84 15.37 7.55 9.83 9.00 9.24 9.09 7.32 5.94 12.68 ]0.17 9.41 1 I .00 8.98 I1.50 ] 0.29 ]030 8.72 10.74 9.25 11.13 10.42 9.00 10.39 10.50 9.92 I 1.04 10.00 1 I .83 9.96 8.62 ]030 11.97 10.96 732 9.06 8.59 8,48 9.63 10.58 9.15 8.83 12.00 13.21 1331 14.80 10.00 732 8.965 9.02 8.77 10.44 9.47 9.00 732 11.57 .� JAN-21-00 02:40 PM BURLESON.UTILITIE�.INC. ,$172950926 Wes Morwaad.A4�nc� (9721758-0737 �ui .. r� .ti ♦. � t r. r. .. � ,+�. .-. �. r. . � RNM��OCOVM�wqdllaMwolMO«11lRIAM�7Mw� �al� P.02 p.� .., � �, CERTIFICATE 4F INSURANC� C� ALLSTATE INSIIRANC� COMPANY C� A1.L&TAtE iNDEMHITY CdMPAN1f ❑ ALL$tATE SpCAS LLOYO'� 7H{� CEpT{P{CAT� 19 tBBUfD h8 A MATTER OF IHFORMA7�ON ONLY AND COffFERB NO R14HT8 UPON THE L3ERT�ICKTE MOLd�R Th118 CERTtFb G1TE DOES t�WT AMEND, E%TEND OR ALTER11iE COYERAGE A�PI'OADEDlYTFi� pQL1C� SEI.UIN. QERTIF1CItTEFIOIAElI � }YoilE0M1SURE� _ 11lIN oM4 AddfiO3 D) P3�lY �0 Y4R9l4 NII! Cl11lilGilf It If6Y4S� N�Rhi M�tl AddtMi 01 M�tl(M! C27Y 4P pORT WORTH DEPT. OF ENGLNEERING 1000 TH�CItMORTOK� FOR'C WORTH, TX 76302 D�RLE$ON UTYLITIE$, INC. 1040 '� HOR�E$AN BLVD. BURLESON, TX 7602$ fifs 1� to urtily thil patic�es ol �esuranuliatad below hare been ii+u�d Fa lM in6uted nartNd ibove iubjOCl f01fk �xp(P�tbf► dats Indloated bafaw. notwlthstandlno �ny r6qultamini. lerm ot co�dilfon of anp ca+�t�tt or othu documant wlth ro6pect to wNcn this cerlHie*te �sy bs iasusd or rtrY �tain. The lnaurance ANpdeO qy the poiiclq ds�ccibed heroln Is MiblOet t0 �N tl� lwm8, exClu�lona, and een�tlono of such paUolq� TYPE OF INSUMNCE AND L1i�ITS COIINRAGAtflENERALLtAE1LITY Po�� .. �� . . . Num�er . a� -._ � �e ' — --� � GENERALk019RE0ATElIMi1'�Mherihan r _�CempNt�dQoerotiona) PRODUCTS COMPLETEOOPERATIONSA(i8RE0ATElJM1T PFASONALAND ADVFFifl81HLi INJUFiYl.N�IIT � EAOH OCOURR�NC�F 1.,1111T _ PHYSICAI DAMAfff LFMIT - --- Mf01CAt EXPfN9E LIMIT W011KER3'COMrENSATION� lbl6cY EMl4vrEna� �um�.tTY N� t7vrM'Iqe _ _E i ! ! t :� iffacNw b�l� l�� An�o�ra -- 4NYON�,�Q�i !— ANYQNE pERBC1N Cxplratlon OM� YYOIU(E4{S'COMPENSAT101i STATU�'OR1f-a0011�,e,�tlYletMt011ow{n�lt�Ue: -_ - BOp11.Y INJURY @Y ApCIDfNT � i GG+� ACC�DEIdr BNPLOYERB' Opp14Y1N�lURY8Y0lSEASE i �ACHEMPLOYEE Lt�BIk,IIY � OODILY IN.IURY dY Dt8EA3E I; POI�►:Y LIIi11T AI/TO�A481LE i1A814RY EHratire l�tpkatbn Np mber 048Q48239 Dete Q8-b5-99 Dete �- Co��no�la�h --- - - OANYAUTO ❑ OWNEO�U709 � N{REDAIfT08 CISPECIfIED�1f105 ❑NON•OWNEDAUfOS QOWMED PAIVATE RASSENCER AUTQ3 OOWNEO AlROS OTNERTHAtI PRIYATE PAS$E1qEA uwBaELi.Ai�aeiury ra�oy 1�Nwnber EAGM OCCURRENCE f __ ' OTHi!{ (gliow Polky lyps ot �plic� NulnbK LYnila �bomWMd tln� LIr�H ei LIaE�Ir ' BppIGY iNJUpY b PROPERTY DAMl4GE � t .L _Q OO.00 Q ,,. -I �PtCH ACCFD�tJT _. 6�NI I�J�blitv Ltwitt �r�•h�r ; . -[j�1/�r�r�+••. aer i � i: °� .. ' . - . "I APCdDENT F�11�e EMph�t{on Dtle Oals OENEflAL 11t'10AEQATE �PRODUOFS - �1�IPlET£0 OPERATIONS AGGREGAIE 1 E he Expkatlon Ott� Dab DE3(�APTION bF OPERATI�N91LOCATIQN9NEHICI�IRESTRIGT10N8fSPECIAL �TEMO CANCECLATION NumD�r of prye noHca ;�� p�„��ta. YM• Sh01Tid �Y � lheabtr►btibec�bed Po1kM1i4ecan�ell�d bebreth9 i7tD�ratlon date, lhe lttulns eomparry wpl e�o+ra to meH withlo tha numbarot 4e�sEnte�edaboY�, wffitert nOtICEtOlt18G@�GdG8t8tt01def tUd11�48DOV@. �Ui fd1U�8 t0 md11 SUtll AOifGESA111 �IIQOSCn04bI1Qdi10�►Ot ifdblNt�oi�ny Idnd upon the compar� iri �li a tprctent�Nvea. . ' uasa�, ��;!��J� �� -:`I��''J o�� --- �r-��b �� e� - c U . . __. _, ^U�� V`:�UWp IILSW. r.i � �� . � CERTIFICATE O�`INSU$ANCE TO: CITY OF FORT WORTH Date: NAME OF PROJECT: PROJECT NUMBER: IS TO CERTIFY THAT : is, at the date of this certificate, Insured by this Company with respect to the business operations hereinafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE � - • � Policy � Effective Expires Limits of Liability Worker's Compensation Comprehensive General Liability Insurance (Public Liability) Blasting Collapse of Building or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Comprehensive Automobile Liability Contractual Liability Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Other _ Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. Aeencv � Fort Worth Aeent Bir Address Title �;;��8� �/�� CuG�D r��1 ��'�� ' °� �, �G��, ��o L�EG-15-9'3 02:L3 PM BURi_F_SON.�ITT�ITiES. IM��. 31i'2GJ��Z�3 CeFtiflG�te 6i ini:�renCe TNIS CHRTIFICATE I& IS$UE�A3 A MAT7ER CF INFQRMAT�qN 0�11.Y ANG ^ONFER$ N� F1 QH7$ U7dN VOU TFiE CBRT!FIGATE Fi0LDc9. YHlS CERTi�lCAT618 NOT Alv �hSURANC� POIIeY A+�'D OOEB N�JT AMENO, �XTEND, OA AI.TEF'"wE CUVE�AOE AFF4RDE0 By THE POLICIES LISTED � BfLOW. ,,. This Is to Certify thai TBXA5 �EAS1N� CQMPANY P.Q. BOX ]57 CpLMES'.�SEIt, TX 75938 Neme and �,IBER'IY address �E' Insured ��T��+ P.O� is, at �he issue date et th`s cenitica�e, Insured by the Company ander the pollcyliesj listed below. The in9urance atiorded by che listed p01iCy(,it8j 13 SubJeCl tU al! th9i� k9nn9, exc�usiq�,� and condttic�ns e�nd i$ not attered by enY r�quirement, term or Cord�tion Of :nV canlract o� o�er doc �ment wlth respect ta whfch thi� CeRi!�c�4e��mav, b� issvad. __._. ! '..`—£RTIFICATP E1IP. �?ATE TYPE OF POLICY "❑ CDNTi�iUCUS pp�,�eY ?yUMBER LtiWlT QF L1�0.BILITY �E?(TENOEQ PL^llC�' T�RM " CovArage atforded Uneer WG1 �Mp�OYEiiS LIABILITY l �aw of the Fallowing �sa�ee: � 5/8i20G0 WA2•19D-�184(?2-U19 T�XAS � Booliylnjury ByAc�iclent �� W�RKERS $1�C100,OOD Aeeldeni COMPENSATIOi�i BodAy Injury By Ofssasa Po,�y � 51,000 OQO �tm�i � Bod�y tn��r� By Disease Each 51`000,OOd r�� r.rENERAL LIAgIl�17Y G�r�eral Agrregate-Qthar thsn Prod/Comple;ed OpePatl�ns � CIA�M� NiADE Pr�t�uctslCompieted Pporatlans Apgregate � RETRO OAT� I � OCCU�P=NCE AU70MOBILE L{ABILITY � OWNEO � NCN-owNeo ❑ ��RC� OTHEA A�DlTIQNAL COh1MENfS F�R EM:'Y�OYEBS LEASBD T�: FROJEGT 98GG ��S�,y� Inju°y and Pro�erty Dams�� Liabllity Pe+ QCCurrer�ce ! PerSona? dnd A�veRis'in� inJury Rer Pe�son! I prgpnli�tbn � C3ther; �Othnr Each Accida�t • 3ingle Um(t • e. I, and P. D. Comdinad Eech Peraon �ech Aocident er Occurrence Each Acoldent or Qccurcence �t�.�sr�r� t�rr�r��s, i�4� soL�x ��.r�cr�, �z;Fsa�,�, xncas 76028 •IF THB CE�TiFIGATE EKPIRRTr�N DATE !S CDNTiNU0U8 C}R C:?(TENDED TERN, 'f�U W;�.�, �07i(iEb IF COVERAG� t$ 7tRMIFd,tfEd OR REDUCEO BEFORE ThE CERflP�GA7@ EkPIP44TfON CATE MOWEVEFI. vQU H'�.1. N07 NE' N7fiP;F.D ANNUAL! Y OF THE COM'�U�npN pF COVERl��E 9pECiAL NQTICE - OMIO� APIV PERSQtY WH�, WITN IFi'ENT TO DH�aaU� OP KruOWM`�G THAT HE 19 FACILRATua� � FHAUD AtiAIN6T AN INSUR6R. 6'JBMIT& AN APPLI�ATICM pq PI6E8 A CLAiR1 CONSAIYf NO 4 PA�SE OR DECEPTeVE. P,TATEMErIr �6 GU47v 9F wSUPaNC6 FfL4UD, IMPOp7AM iNFQRMATiO,V TO FLAPiDA pQLICYHAtDFR ANC� CE�I^'�F GATF!�OI.CERo IN THE EVE��T r�U Fi4,VE ANY Q11E97'�'Jr�S b� !+�FD INFORMPTI7N ABOU7TM�S CFRTFi�ATE FOR ANY AEA30N, ?�E.4SE CGrv7q�� rOU� LQCa.I 3aLE3 PRb�.CER wHns� NayE allo'�.EPHC;tiE NLIM@ER APPE�fiS tN'�NE I.OW�R RtQ,M7 NAN� CGRNER dK 7't+t3 CERTiF �nYE. TkE APRp4r�17tn7� :.00n� 8/�t E8 6PFiCE t�tAtltv{+� leDDRE89 MA1' ALSG aE DBTAINFD B�t CAlL�tiG THo6 NIJMBER. kOTICE Oi GAN�ELLATIqk: (trQT AaPriCAgLE 'JkLE3y � kUwaEa oF onv5 �S E�irEA[a BE�_Gw.) BEFOAE 7HE BTATED EXpIRATiON aAS. TNE C�iMpAtdY Wit� F�GY CANCE� O!i PEDU�E 7FIE t�BuRnNCE AFR4R'JED'JNOER TNE A@OVE P�ll.'�ES UNTII UtlTll AT LEAS' �{} UAt'Y NqTIGE 4F 3lll'�� GANGE��.,I.I�f�UN Hh5 HFEN MA1��O lY�. CERTiFICAT£ CITY n�' �' WORTH Liber".y Mutual Insarance 4�rau� 1�� ,�,��. AUTHOR�ZED REPfiESENTATlVE NOL.DER �QOO �OCKMORTON I1�tl(;HELLE BURNER �r wo�r, r�,> �61cz I � , `�` oa e a �uea / �� ,� -, Thi> �e�til�eat0 is ekEa�teC Dy L;BEI�liY MUi�U0.L IN F�Jy r^ n�, �;9 aa is eH�9�ced b� Tho�a G'ompanies �';=�:�u �"�'':�G� ° `'''� p llo UU�v��'�UU9 �L5N1. - 1RV ING OFFIC� es n2�,z DEG-15—y7 d2:�_ PM BUR�_�a��N.:JTIL�TiF=. IM��_ 317:'45�'326 _ . �, Certiffcate of Ins�,�rance Th+18 CER�IFICATE IS ISSUED AS ,4 MATTEA CF iNFORMATlpN QVLY ANG ^ONFERS Na a'CnTB U�ON YOU ThIE C.RT!PICATE MOLD"e'�. 1"Ml5 CERTiF;CA'E 19 NOT A1v I'vS�nANQ� POUCY A,tiC QOE8 N�7T AMfi�vO, ExTEr�;., OA AL`ER 'rE CQYEpAOE AFF?FiDED dY THE PO! ICiHS U&?ED B€LOW. . This Is to Certify thai TEXA5 I.EASING COivIPANY P.O. BOX 157 CQL'.vfES'.VEIL, TX 73938 ;vsme enc� Y..,IBERIY address at' Insured ��• is, 8� che issue date et �h s cenif�case, Insured by tne Company under the pollcyt�es} iis'ed below. The ineurance allorded by che listed p0liCy(i�s) 1� sub�ect to all their t9rms, OxC�US�O^s an� condltions and �S not attered by any �equirement, term or corditi� o� ^ny conlrac; or other documen; wlth resoey�, fn wMch thiy ceni!icyte may be isstad. I - L'ER?IfICATf EXP, JATE TYPE OF POLICY '❑��NTir�uCUS POLICY NUM6ER LlAA9lT OF LfABIUTY � E?CTEhDE� (] PCLICY T�RM --- Y , WORKERS CtyMPENSAT{Ot3 �EtJERAL lIAB1L17Y � C�A�rnS MACE I RETP,O DA`� i � occu+�R_NCE AUTOM081LE LtASILITY p owNeo � NCN•OWNED ❑ H R�O �rHea P. 02 Co4�rage Aflortled UntlerV�Cl EMPLOYERS LIABILIT �.aw cf t�e Foiiowinp Seater: S/S/20G0 WA2-19Q-�}84Q2-(�19 T�XAS BoallylnjuryByAcaiCentEacn $i,�d�;�� Aeebeni Sodlly Injurj By Ofseasa �6,.y i sl,oao;000 �� Bcd�y fnf �ry 8y Df6edse 51,000,046 va �� G�r�arai Agg•agate•Uiherthan ProdlComple:M Ope�atlons jf Prod�cts/Comp�eted Oporatbne A69regate I �B,yCI!y InJu�y and Froperty Damdge l�ab�lity Pe� �Ccu rrence i P�rsona? anC A�vertis'�n� mjury Per Penon� Organlz�tlon AODiTIQNAL COMM�N iS FOK EM?LOYEHS LEASBD T0: PRf?.JECT 98(� dther: other Each Acddent - 9ingle Limlt • B. I, and P. D. Canb�ned Each PetBon Each Accident or Occurrence Each Acoldent or OccurrencA BtiF.LESO:v LTILI�iES, 104� SOt�H BU�L�SGN, �'JR�.ESOld, TEXAS 75�28 •IF THE CE�TiFICATE EXPIHl.T�CN OATE !S CONTNUCUB Oa Eh'TEN��ED TERN 't�U W'l,L B� 10 iT F�ED IF COVEFAGE �$ T°AMINATEG OR RE^uUCEQ BEFOAE ThE CERTIFlC�TE EXPIPS4TION CATE NOWE4Efl, YO�� rVILI. NpT BE N�]Ttf',ED ANNUAI! Y 0� TNE CCH"iNU�r�pa pF COVERAOE 9PEC'�AL NQTICE • OH10: aNY PERSOP! WHO, WITii �Pf'EN' TO GEF�AUD OA KNOWIkG THAT HE 19 FACIIITATING A FAAUD ACiAIN6T Arl INSUPER, &UBMIT& AN APPU�ATICPi OR FI6E8 A CIAiAI CONTAIYINO 4 FA�SE �R DEr�p7,VF. °TATE�E��' �8 GUil7v OF iNS�P.ANCE aaAU�. i6APOFiTA'v? NFQnMAT�ON TO FLfSF�OA �0�I�1'HOiLER MtD CE�"�F CA"F' [?LCE�S INTHE EV[��T vQU hAVE AtV� QJEB-�ONg OP NEED INFORMP71ph nEOL'7THIS CFfiTFi�AfE FOP 0.NY REA3QN, ?LE>SE CGr�Ya4n' rOUR LQCP.I 3d.! E° PF.OD_'GER 4VkQ5? h:AME %ND T�.EPHUVE 'JLf�dt?ER APPEARS (fd"NE LO'tiEF AIGHr H1uJ? CGANEFI CaF TF+13 CERTIFCA7E. TkE APPAO�RtAT� �OCAL BALEB 6FFICE IdALdvG ADORE98 MAi' A1+0 BE 06TA!NEG E'! CA�(,14G TM16 NJMBER. NOTICE 9� CAN.^,ELLATIpk• (hQ7 APP��.ICA$�E UhlE39 A k�u�EF OF DAYS IS E"I7EhE0 BE_CW j EEFORE 7HE $TqTED E%p1FiATiON DAT� THE �pMAMIV WiLL N�T �ANCEI OA PE�UCE 7FIfi �NBuRANCE AFROP.DED �NOER 1hE AEOVE P�L';yE3 UN�tI �NTIL AT LEAS' �G UA1'9, NG��CE OF $Ul'� C��'�CE�_Ln�LQh Mh� HFEN Ml�1�ED iY�. c��Tl��caTe CI'IY OF FT WORTH HOLDeR lUOb TH�.00ICNIORTON F'1' WORTH, TEX:i,> i6�G? Liber'.y Mutual lns�r�rce Qrou� �� AUTHOR:ZED flEPRES�NTATIVE MIC:HELLE BURNER i'?—i fl ��Q DAT ��,�;Uza ��vsrv� aFF�CE ThiS Ce•IN�t�te le ��ceC�leC �y '�:BEAiY MUTUAL IN'S�N.nNC:c Q�i..'1UP dS rf.9pPC;e aucn i�cdra�CB 9a is a!f9rt:�tl bv Thpsa Ca '.p��j�rjll �f ��U ��`�'} G�)�rf ()` �;$ 772F72 V� U U 11(N IS \JWG '� ��' �"��'r� ° °�1`� G�o t��V`:'��, �[�. � � CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW � Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PW53- 060530175210,PS58-070580174360 STATE OF TEXAS COUNTY OF TARRANT � � BURLESON UTILITIES. INC. CONTRACTOR B: � �� -�ce5� C�� `� Title iZ/��/�` Date ` / / �' BEFORE ME, the undersigned authority, on this day personally appeared , known to me be the person whose name i2s subscribed to t foregoing inst ument, and acknowledged me that he executed the same as the act and deed ofp �i�i�l'tp�lOJ(� for the purpose and consideration therein expressed and in the capacity therein stated. GIVE i1NDER �nAND AND SEAL OF OFFICE this . 19 ��1 . � ( ,�/'=� J otary Pub ' in and for the State o exas ' �a►�� P�� TANYA M{RO * ~ 7*� NOTARY PUBLIC w� �,�» 5tate of Texas ''�oF�� Comm. Exp. 06-02-2001 ,r, [� � I � day of . . � �f�@� 0�� [��G�� U ��'� �� ° ° � �o � �'�p ��. � � � � �.. � � PERFORMANCE BOND Bond No. KO-5953327 TI-� STATE OF TEXAS § COUNTY OF TARRANT KNOW ALL MEN BY TI-�SE PRESENTS: That we (1) BURLESON UTILITIES, INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3)INDEMNITY INSURANCE COMPANY OF NORTH AMERICA a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Swety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: FOUR HUNDRED NINETY-NINE THOUSAND EIGHT HUNDRED FIFTY-ONE AND NO/CENTS..... � ($499,851.00) Dollars in lawful money of the United States, to Ue paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. TI-� CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the JA N 1 8 2000 . 1999 a copy of which is hereto attached and made a part hereof, for the construction of: WATER AND SEWER REPLACEMENTS CONTRACT 98 GG � Designated as Project No. (s) PW53-060530175210 & PS58-070580174360, a copy of which contract is hereby attached, referred tq and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW T'F-IEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without nodce to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages which it may s�'er by reason of failure to do so, and shall reimburse and repay the Owner all outlay and eapense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. Ir"� PROVIDED FURTF�R, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Te�s. � 1 e � ��UG��O�:� ��C�� F� � �� : �� o i�J `:'��` � � � � (Principal) Secretary (SEAL) AND PROVIDED FiJRTI�R, that the said Surety, for value received, hereby stipulates and agrees that no change, eattension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it dces hereby waive notice of any such change, e�tension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this j��t}�u;r►eRt,}�oe�ecuted in 8 counterparts each one of which shall be deemed an original, this the of J IV 1 ZS L ,1999. ATTEST: BURLESON UTILITIES. INC. PRINCIPAL ( BY: Title:� �/�lj�-� 1040 S. BURLESON BLVD. BURLESON, TX 76028 � r° � _ Witn s as to Principal Address ATTEST: ��J LV (Su e ) Secretary (Address) Indemnitv Insurance Comuanv of North America � Surety � BY: , (Atto ey-i� - (5) Martin A. Prisant L... (SEAL) �j �.s� Wit s as to Surety 811 Lamar, Suite 310. Fort Worth Texas 76102 (Address) � � � 811 Lamar, Suite 310, Fort Worth Texas 76102 (Address) NOT'E: 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.. .��;:'''� ��Qd �?�C�G� Fz � � ��1 �[��Q� f�, ��lo �. , � C THE STATE OF TEXAS COUNTY OF TARRANT PA��Bo� Bond No. KO-5953327 r" � KNOW ALL MEN BY TI�SE PRESENTS: That we (1) BURLESON UTILITIES. INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3) INDEMNITY INSURANCE COMPANY OF NORTH AMERICA_ a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surery, are held and firmly bound unto the City of Fort Worth, a �� municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : FOUR HUNDRED NINETY-NINE THOUSAND EIGHT HUNDRED FIFTY-ONE AND NO/CENTS..... � ($499,851.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators �, and successors, jointly and severally, firmly to these presents. TI� CONDITION OF THIS OBLIGATION is such that Where��h�Ppn�}��entered into a certain contract with the City of Fort Worth, the Owner, dated the day of is �� A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: WATER AND SEWER REPLACEMENTS CONTRACT 98 GG Project No. (s)PW53-060530175210 & PS58-070580174360. a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". �„ NOW THEREFORE, the condiUon of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Teaas, supplying labor and materials - in the prosecution of the work provided for in said Contract, then this obligation shall be nu11 and void, otherwise it shall remain in full force and effect. L. F10 , , 1 e La� �.�,. ��_:� G�[�C��Q� i � ��- �� G�[��i `t',�-',��'��M. ��. .. , ```'� - 1� BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, �" and all such claimants sha11 have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. �"' �.. PROVIDED FUR'TI�R, that if any legal action be filed upon this bond, venue shail lie in Tarrant Counry, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it dces hereby waive notice of any such change, e�ctension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FURTI�R, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the day of JAN 1 8 2npp A.D., 1999. ATTEST: (Principal) Secretary �r.. � � � � (SEAL) , � Wi s as to Principal Address � ATT / (S r ry) Secretary (SEAL) c V J�-� itness as o urety BURLESON UTILITIES, INC. P IPAL (4) BY Title: �% ,r,.9� � ` . 1040 S. BURLESON BLVD BURLESON, TX 76028 (Address) Indemnitv Insurance Comnanv of North America Sure BY: + � (Atto in- t) (5) � Martin A. Prisant (Address) 811 Lamar. Suite 310. Fort Worth. Te�s 76102 (Address) NOTE: Date of Bond must not be prior to date of contract (1) Conect 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. 811 Lamar, Suite 310, Fort Worth. Texas 76102 '<>!�U�J'�8�:� �'�C��G�� ,._�;,-�1.�, c��,^ G,�3� \; u� U C': u [�o ��'��'1 �: �. ..._.. . ... . . . _..... __...� r � MAINTENANCE BOND No. KO-5953327 TI� STATE OF TEXAS § � COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That (1) BURLESON UTILITIES. INC. as �„ Principal, acting herein by and through (2) LINDA SHAW its duly authorized PRESIDENT and (3) INDEMNI'I'Y INSURANCE COMPANY OF NORTH AMERICA a corporation organized under the laws of � the State of Pennsyivania= as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by viriue of Constitution and laws of the State of Te�s, at Fort Worth, in Tarrant County, Texas the sum of FOUR HUNDRED NINETY-NINE THOUSAND EIGHT HUNDRED FIFTY-ONE AND NO/CENTS ($499.851.001 in lawfiil money of the United States, for the payment of which sum well and tnily be made unto � said Ciry of Fort Worth and its successors, said Contractor and surety do hereby 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 contract with the City of Fort Worth dated JAN 1 8 20QD > 1999, the performance of the following described public work and the construction of � the following described public improvements: � WATER AND SEWER REPLACEMENTS CONTRACT 98 GG of same being referred to herein and in said contract as the Work and being designated as Project No. (s) PW53- R"` 060530175210 & PS58-070580174360and said contract, including all of the specificaUons, conditions and written instruments refened to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , � WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (11 Year after the date of the final �, acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term r of One (1) Year: and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be '�' necessary; and, � C'� WI-IEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. FS { .. :`•�I't�I� YJ�. i' V'�� V V�V � ��I�u `\I:. y�L'J ' O Y � .: � I� N°�.. U � x• �,��'�«�^.'�r1��--��s � � NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and � void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is �" e�austed. � � WIIEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tatrant County, Texas; and, IN WITNESS WHEREOF, this instrutnent is executed in 8 counterparts, each one of which shall be deemed an original, dated ! d N 1 R � n n n .1999. ATTEST: (Principal) Secretary (Seal) � � � yr �. 0... � � - �� L Wi s as to Principal (Address) ATTEST: (Swety) Secretary (SEAL) BURLESON UTILITIES, INC. PRINCIPAL (4) BY: r , Ti11e: �.1/ti� � 1040 S. BURLESON BLVD BURLESON, T'X 76028 (Address) INDEMNITY INSURANCE C�MPANY OF NORTH AMERICA urety , BY: (Attorne 'n-fa (5) Martin A. Prisant 811 Lamar, suite 310, Fort Worth Texas 76102 (Address) NOTE: Date of Bond must not be prior to date of Contract � � � Wimess as to Surety 811 L , uite 310. Fort Worth Texas 76102 � � F6 (1) Coaect Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correc[ name of Surety (4) If Comractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. � �f�a� B�� C��Q� � ��1 ��Q�� o �G��bo ��3. �, � ��'owe� ot �� Attorney �� j a� �GCL�,yyy4yE, � ,,..... � �+�a�';•��v.'rs,.. � 3� �� t �.:,�,; '"s✓ : t �9�'�� :ry�'`�o.yR'L f'- i s:, . .: .�� F , J�r,, •.... • C. ,. » .�,� � . • li �Y"• �� CIGNA � I 848460 � 1 � �� : I , ;� � Know all men by these presents: That INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , a corporation of the Commonwealth of ��q Pennsylvania , having its principal office in the City o1 Philadelphi� Pennsylvani: , pursuant to the following Resolution, adopted by the Board of Directors ofthb said Company on December 5, 1983, to wit: "RESOLVED, That pucsuant to Articles i.18 and 5.1 of ihe By-Laws, the fellowing Rutes shall govem the execution for [he Company of bonds, undertakings, reco�uzances, comracts and other writings in the nature thereoE � (I) That the President, any Senior Vice President, any Vice President, and Assistant Vice. President, or any Attomey-in•Fact, may execute for and on behalf of the Cmn�rury any and all bcmds, imdertakings, iecognimnces, � III�' conhacis and other writings in the nature thereof, the same to be attested when necessary by the Coryorate Secretary, or any Assistarit Cerporate Secretary, and the seal of the Compxny aff'ixed thereto; and that the President, any Sertior Vice President, any Vice President or any Assistant Vice President may appom[ and authorize any other Officer (elected or appointe� of the Company, az�t Attorneys-In-Fact to so execute or attest te Ute execution of all such wntings on behalf of the Company and to affix the seal ef the Company thereto. �� (2) My such writing exewted in accorclance with these Rules shalt be as binding upon the Cempany in any case as th�ugh signed by the President and attested to by the C�cporate Secretary. (3) The signature of the President, or a Senior Vice President, or a Vice President, or an Assistant Vice President and the seal of the Company may be affixed by facsimile on any p�wer of attrnney gcanted pursuant to this Resolutioq and the signature of a certifying Officer and the seal of the Company may be affuced by facsunile to any certificate of any such power, and arry such power or ceR�fica[e beazing such facsunile signature and seal shall be valid and binding on the Company. �� (4) Such other Oft'icets of the Company, and Attomeys-In-Fact shall have authority to certify ot verify copies of this Resolution, the By-[aws of the Company, and any all'idavit or record of the Company necessary to the dischazge of iheu duties. (� The passage of this Resolution does not revokz any eazliei authcnity gtanted by Resolutions of Ute Boazd of Duectcffs adopted on June 9, 1953, May 28, 1475, and March 23, 1977." � � does hereby nominate, constitute and appoint MARTIN A. PRISANT Of the Clty Of Mian11, State of Florida , each individually if there be more than one " named, its true and lawful attomey-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertalcings, recognizances, contracts and other writings in the nature thereof in penalties not exceedin� Five Hundred Thousand Dollars ($500,000 and the execution of such writings in pursuance of these presents shall be as binding upon said Company, as fully and amply as if they had been duly executed and ackowledged I` � by the regulazly elected officers of the Company at its principal office. �� 0 IN WITNESS WHEREOF, the said William Jungreis , Vice-President, has hereunto subscribed his name and �xed the corporate seal ofthe said � � INDENINITY INSURANCE COMPANY OF NORTH AMERICA this 14th day o1 Jul} 1995 . °,j � � �qa.��wu,u�r Y � C � �' � � C a (� r� 'a'� L C7 � � Y � � � ` i � V � w O � F L (� z � > � ' ��(6 Fr. — � c°�. � '� c� O � ��, �I � � O > C � F � � o (� � �� N O C � �� o � �� , � � �� U I�If � � , +w L O ` �,, �Fi Z c�i �i•'' a �� '� � 1 � -. .L.�� BS-38449d INDEMNITY INSURANCE COMPANY OF NORTH AMERICA � �'�M-�' � . William Jungreis , Vice President COMMONWEALTH OF PENNSYLVANIA COiJNTY OF PI-IILADELPHIA ss. On This 14th day of July , A.D. 1999 , before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came William Jungreis , Vice-President ofthe INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me personally known to be the individual and officer who executed the preceding instrument, and he acknowledged that he executed the same, and that the seal af�ixed to the preceding instntment is the cotporate seal of said Company; that the said corporate seal and his signature were duly affixed by the authority and direciion of the said corporation, and that Resolution, adopted by the Boazd of Directors of said Company, referred to in the preceding instrument, is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand and �xed my official seal at the City of Philadelphia the day and yeaz first above writteng� �.........., � � "'• �t'� .. '"r;.�"'. � �,� , r .�;-�t�: ''.,�,�,'; - ; �- � f � _ =v %w► 6F � e � G .� C� ° K! . +. � _� tifi : � � Q .'i�a� _: ti. s � l� "' �'� - ''fr,'� RY � ��,,*�' .�,,.,�, u � �,,,.� INDEMNITY INSURANCE CI .•'I• LL• ' .�II•,1�—�'_I••11•'I•r OMPANY OF NORTH AMERICA Bond No. KO-5953327 NOTARIAL SEAL DEBRA M. MARANO, Notary Public Gty oi Phlladelphla, Phlla. County My Commission Expires Dec 20.1999 ��' Notary Public I, the undersigned Secretary of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , do hereby certify that the original POWER OF ATTORNEY, of which the foregoing is a substantially true and correct copy, is in full force and effect. In witness whereof, I have hereunto subscribed my name as Secretary, and affixed the corporate seal of the Coiporation, this 9 t Yi day of � e �eia� e �-�9-�—� Ny�.11wyryyy �''. GCyv,yy .•�-..-•-.,, r'`4� �'��f�;v.'�5,�4.` � - �� — `^i':�;i ;''�_ 1�J t_ ;y� 9 �a.=x �;=,F�"��';fi� � F � "`"�� . ��Yy^'"�� ,�� y� Debra H. Paziora , Secret�y THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTE: July 14, 2001 . �r� h�,� ��[r�T�u � NOT VALID UNLESS PRINTED ON TEAL BACKGROU ,: . .. � _ . � - � � i.. � i i.. _ L.� � ..��.W..:,.r_.y...ur,�- �--...... -��i� u�,wr Wwrn�� i m.0 r. �'u'�'�1H!E�X 1 � PART G - CONTRACT � THE STATE OF TEXAS � COUNTY OF TARRANT § THIS CONTRACT, made and entered inttf�'N 1 Zi�� between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager `" thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and I�,. BURLESON UTILITIES. INC.of the City of BURLESON County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". � . � WITNESSETH: That for and in consideration of the payments and agreements hereinafter , mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: WATER AND SEWER REPLACEMENT CONTRACT 98GG � And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the � said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's �� Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifications, all of which are �� made a part hereof and collectively and constitute the entire contract. G1 � ' ' � ' �I,rF�,� �',L � C��'�' I: ,.,,,� c. ��a �., i, ��' ,' i ' :�?; ; n i � 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. Citv of Fort Worth, Texas (Ownerl Party of the First part E ,% � �� . BY: �� ._..._ ASST. City Manager CW ATTEST: `, �L'�'�c�r _, - _ �� '✓{� �� City Secretary (Seal) �1,�L��Lx.Y.�x.� � � � � BURLESON UTILITIES, INC. 1040 S. BURLESON BLVD BURLESON, TX 76028 Contractor . , -, � . i��1*' �� • / . ... • � Y ' � �L'= p N E .. .. �k�� i V V' "��._._.�c 4 A. Douglas Rademaker, P.E. Director Department of Engineering CW Approved as to Form and Legality: �i t.r ; �— �, �\ , Gary Steinberger, Asst. City Attorney �' - ,��1�,� � Contract Authorization ��-�v Date C��f�GC�BI�� C�O�� 8�? ��+rQ�`� �. ��:'�, �. !� City �f Fort W�orth, Texas �I�A�or A1/d aunc�l Ca �n�n�un�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 **C-17„�25 , 30BURL I 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO BURLESON , UTILITIES, INC. FOR WATER AND SEWER REPLACEMENT CONTRACT 98GG �; In addition to the contract cost, $11,325:'�0 and $13,666.97 are required for possible change orders for � water and sewer, respectively. , Con�ingencies for associated construction inspection and surve�y are $16,988.40 for water and $20,500.46 for sewer. � � FISCAL INFORMATION/CERTIFICATION: � � The Finance Director certifies that upon��pproval and completion of i�ecommendation 1, and adoption of the attached appropriation ordinance,. funds will be available in the current capital budgets, as appropriated, of the Water and Sewer G��apital Projects Funds. �� MG:k Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker I FUND � (to) � 1&2 ) PW53 6140 1 &2) PS58 2) PW�3 I 2) PW53 � 2) PS58 � 2) PS58 6157 I (from) s' 1) PE45 1) PE�5 � 3) PW53 6157 � 3) PS58 I ACCOUNT I 472045 472045 541200 531350 541200 531350 538070 538070 541200 541200 CENTER = 06053017521Q, 070580174360 060530175210 03053017521� 07058017436� 030580174360 0609020 0709020 'p 060530175210 070580174360 ��. h :F iF � AMOUNT $254,825.95 $307,506.83 $237,837.55 $ 16,988.40 $287,006.37 $ 20,500.46 $254,825.95 $307,506.83 $226,511.95 $273,339.40 CITY SECRETARY APPR4VED CiTY COUNCIL JAN 18 �� City Sacratary o[ the �" City of Fart VPorth, ?"� -� � �d;��ted Orainanc� No.l�� City of Fort Worth, Texas �il�A�or Altd Caunc�il Ca�n�nun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 **C-17825 30BURL 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO BURLESON UTILITIES, INC. FOR WATER AND SEWER REPLACEMENT CONTRACT 98GG RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $562,332.78 from the Water and Sewer Operating Funds to the Water Capital Project Fund (in the amount of $254,825.95) and the Sewer Capital Project Fund (in the amount of $307,506.83); and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $254,825.95 and the Sewer Capital Project Fund in the amount of $307,506.83 from available funds; and 3. Authorize the City Manager to execute a contract with Burleson Utilities, Inc. in the amount of $499,851.35 and 85 working days for Water and Sewer Replacement Contract 98GG. DISCUSSION: The 1998 Street Maintenance Program included Hamsted Street from Sharondale Street to Hemphill Street, and Hobart Street from Edgecliff to California Parkway. The Water Department has determined that it is necessary to replace the water and sanitary sewer mains within the paving limits due to maintenance problems. This project was advertised for bid on October 21 and 28, 1999. On November 18, 1999, the following bids were received: BIDDERS AMOUNT TIME OF COMPLETION Burleson Utilities. Inc. Larry H. Jackson Construction, Inc. Circle "C" Construction Company Cleburne Utility Construction Inc. Davila Construction, Inc. M. E. Burns Canstruction, Inc. B & H Utilities Long Construction & Engineering Inc. Conaster Construction, Inc. $499.851.35 $551,778.10 $615, 617.30 $620,083.00 $624,720.50 $643,883.20 $665,117.00 $805,011.00 $840,729.80 85 Working Days Burleson Utilities, Inc. is in compliance with the City's M/WBE Ordinance by committing to 17% M/WBE participation. The City's goal on this project is 15%. This project is located in the COUNCIL DISTRICT 6, Mapsco 90Q, U and V.