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Home My WebLink About025634 - Construction-Related - Contract - McClendon Construction Company, Inc.� /�P ��4'' ;�.I�,, . � .. �ITN S�ACT TARY� / _ �,L�: � co No � ��' SPECIFICATIONS AND CONTRACT DOCUMENTS `� C�1Y SECREtARY � � D•O.E. F��E BRYCE STREET CONT��j��l� ( CLOVER LANE TO TREMONT AVENUE) B�IVDINC; CO. CONSTRUCttpN'S CQ�' UNIT I: WATERLINE IMPROVEMENTS � CUENT DFpqRrM�NT UNIT II: F'AVING iMPROVEMENTS � DOE Project No. 2166 �` Water Project No. PW53-06053017550 ' ' T/PW Project No. C115-020115095901 r � . P .:� r• �... � I ,�-. r 0 .« �.. ., ,. r� ..� � KENNETH BARR MAYOR BOB TERRELL CITY MANAGER HUGO A MALANGA, P.E. DIRECTOR, TRANSPORTATION AND PUBLII; WORKS DEPARTMENT LEE C. BRADLEY, JR. P.E. DIRECTOR, WATER DEPARTMENT A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING i�/%% �\\\��,.�� /// / \ \\ � \ '`--��\ 1 /.��•-�'—'",/ � BR01'UN AND RUOT �ERVICES, INC. Et�GINEER 500 THROCKMORTON ST., SUITE 1110 FORT WORTH, TEXAS NC�/FPAB�R 1�aa � � J ��:�� i�`��,�. ;`i��(�J � � � rqi �' -P��'ti' c"f�'�: G°��U'�u ,� "' ` n ��vl •C�j� ` ;•}.r��i� `,�I � �' � \ �Ilo V�V��.L IISF �� . �,� ., Y, _ ,: r��` � �" �:��@3� � � � `�; • V��'°� ' :c�' '`�kt s°Ar *ir.. .................�••f:� ROB£RT E. MARDlS, d�, ...� .,........ ..............?.. � 's_ _ ��7271 - _ -2�4 � /Q ' � , LJ � CITX OF FORT WORTH, TE7�AS DEPARTMENT OF ENG�NEERING ADDENDUM NO.1 TO T�[E SYECIF�CATIONS AND CONTRACT DOCUMENTS FOR BRYC� STREET FRpM CLOVER LANE TO TREN�ONT AVENUE W�ter Project No. PW53-060530��550 TranRportadon and P'ublic Work� ,Praject Na C115-OZU115095901 DOE ProJect Na 2166 Addendum i�sued November 10,1999 T4e Contrac! Docwaienta for tLc �abject prnject are hcreby r�vised or amended as follows: PROPOSAL — UNIT iI PAVING llv�PROVEMENTS i- Pitfll�iDSAI. PAGE P-8 OF 13; Xtem No. 2: ClarEfication; The PROJECT AESIGNATIOI� SIGN eh.all be tl�e Transportatioa and Pub1Ic Work9 Spgn as dttailed ln SECTION C of the contrsct Documents. 2. PROPOSAL PAGE P-9 OF 13, T4e total quantity of Item 10 for 6" REINFORCED CONCRET� DRN�:WAY PAVEMENT, �6ould be changed to 4380 SF. 3. PROPOS�IL PAGE P-10 OF 13, Delete Iterr� 13, for 6" DRIVEWAY T�iANSITION PAVEMENT, in its entirety. a. PROPOSAt PAGE Rlo OF 13, The total quantity of Pay item Na i5 for S�I.�CONE JO1NT SEALANT, should be chsnged b 4574 L.F 5. PROpOSAi PAGE P 10 OF 13, C6aa�e the quantity ot Item lb, �'OPSOIL� to 647 C.Y. and shall read as followa: w� PAY ESTIMATED DESCRIPTION OF THE ITEM WI?H UNIT AMOUNT i1'EM QUANTITY B�D PRICE IN WORDS PRiCE BID ' 16 697 C,Y. TOP SO�I. . Nine Dollars � r and ne Cents S 9.00 S 6,Z73,00 .-, Qer C•Y• 6. PROPOSAI. PAGE P-13 OF 13, Cbaage tlie nunaber of wockinY days to complete tbe contract to 7S woe�king days. ;,. , 'chis Addcndum forms a part ot' the ContKact Docunr�epts rcfere�aced above 9ad mod�es the original Contract Documents and plan�. AeknowleJ�e Receipt ot't6is Addend�m ou spece provided be1�w, � and ort Pagc P 13 of 13 of vm�r Bid Pr000sal, and note on tbe outcr envelopc uf your bid. Failure to ,. , acknowted�e receipt ot this addendum could aubject biQder tn disqualification. RECE OWLEDGED; A. Dougla� Rsdemakcr, P.E., Director Dcp n ngineerin B ,rn Q�,�;_ y' - -- y _ '" ck Trice, P E. � Manager, Cons. Serv. T��: ° B CO., INC. �z �Y �. ��. x�4�� Addres�'elephone ��p��,y��y, -r�xA:� 7e�[l�7 _ � u��u�� }�C�G°�D � �� rG� � ° ��( �. � `��o ��. 1 . � ��, � � � � � r � � CITY OF FORT WORTH, TEXAS DEPARTMENT OF ENGINEERING ADDENDUM NO. 2 TO THE SPECIFICATIONS AND CONTRACT DOCUMENTS FOR BRYCE STREET FROM CLOVER LANE TO TREMONT AVENUE Water Project No. PW53-06053017550 Transportation and Public Works Project No. C115-020115095901 DOE Project No. 2166 Addendum issued November 16, 1999 The Contract Documents for the subject project are hereby revised or amended as follows: SECTION A: 1. Fort Worth M/WBE Policy; Replace M/WBE Utilization Form (Attachment lA) with Attachment lA (2 Pages) sent with this addendum. PROPOSAL — UNIT II PAVING IMPROVEMENTS: 1. Replace BID PROPOSAL PAGES P-8 of 13 thru P10 of 13 in their entirety with new BID PROPOSAL PAGES P-8A OF 13 thru P-l0A of 13. � T6is Addendum forms a part of the Contract Documents referenced above and modiFes the original Contract Documents and plans. Acknowledge Receipt of this Addendum on space provided below, and oo Page P-13 of 13 of vour Bid Prouosal. and note on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject bidder to disqualification. � RECEIP OWLEDGED; � BY' • - - � �' 1 1 ' � � Title: �I ��3� rnwser �., �N�. . cv.; � Address/Telepl� �' o' �� s A. Douglas Rademaker, P.E., Director De rt nt o Engineering . B . ,(,( G� � Rick Trice, P.E., Manager, Cons. Serv. �J u C��9t��G�� ?[�C�C�� ' ��'� ��G?f�Q�b Il Ua V'nl��l;l}r��y ��C��\� � n KENNETH BARR MAYOR BOB TERRELL CITY MANAGER HUGO A MALANGA, P.E. DIRECTOR, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT LEE C. BRADLEY, JR. P.E. DIRECTOR, WATER DEPARTMENT � � � SPECIFICATIONS AND CONTRACT DOCUMENTS BRYCE STREET ( CLOVER LANE TO TREMONT AVENUE) UNIT I: WATERLINE IMPROVEMENTS UNIT II: PAVING IMPROVEMENTS DOE Project No. 2166 Water Project No. PW53-06053017550 T/PW Project No. C115-020115095901 A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING �W � ��'"�,,�.� '��•��. � '� � � �� BROWN AND ROOT SERVICES, INC. ENGINEER 500 THROCKMORTON ST., SUITE 1110 FORT WORTH, TEXAS NOVEMBER 1999 ' �'��G�� G`�'�C�J °�� u G U� c��G�� c Y �o �}�r��Wo ��Wo L TABLE OF CONTENTS � UNIT I — WATER DEPARTMENT r UNIT II TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SECTION A: UNITS 1 AND II: WATER IMPROVEMENTS, PAVING IMPROVEMENTS NOTICE TO BIDDERS � COMPREHENSIVE NOTICE TO BIDDERS PREVAILING WAGE RATES FORT WORTH M/WBE POLICY (PINK) BID PROPOSAL VENDOR'S COMPLIANCE TO STATE LAW '� SECTION B: � UNIT I: WATER IMPROVEMENTS: �"' SPECIAL INSTRUCTIONS TO BIDDERS ,. GENERAL CONDITIONS (CANARY YELLOW) SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS SPECIAL CONDITIONS (GREEN) MATERIAL SPECIFICATIONS `' MISCELLANEOUS DETAILS r SECTION C: " UNIT II: PAVING IMPROVEMENTS i' SPECIAL INSTRUCTIONS TO BIDDERS (BLUE) M SPECIAL PROVISIONS DETAI LS SECTION D: UNITS I AND II: WATER IMPROVEMENTS, PAVING IMPROVEMENTS CERTIFICATE OF INSURANCE PERFORMANCE BOND PAYMENT BOND MAINTENANCE BOND CONTRACTS WORKMEN'S COMPENSATION SECTION E: UNITS I AND II: WATER IMPROVEMENTS, PAVING IMPRQVFnnFNT� TEST HOLE RESULTS ��``��i��.�� iVIJ°�D `-, �.,, � �� 'G��Q� �� o ��t_��a, ��. � � � LJ � � ,� � . w � LJ � � � 0 SECTION A UNITS I AND II (Water Department & Transportation/Public Works) NOTICE TO BIDDERS COMPREHENSIVE NOTICE TO BIDDERS PREVAILING WAGE RATES FORT WORTH M/WBE POLICY BID PROPOSAL VENDOR'S COMPLIANCE TO STATE LAW ��C�� D r ��'tif �� G��l� �, ��'��'��a ��o � NOTICE TO BIDDERS � Sealed Proposals for the following: Bryce S� from Clover Lane to Tremont Avenue UNIT I- WATER L�NE REPLACEMENT : PW53 - 06053017550 ( Frow Clover l.ane to T�remont A,veuue ): DOE No. 2166 � UNiT II PAVIl�iG IMPROVEME�TTS: T/PW Nu. C115-020115095901 ( From Clover Lane to Tremo�at Avenue ): DOE No. 2�66 A�ddressed a Mr. Bob Ter�l. CYty Mai�ager of th�e G�ty of Fort Werd�, Texas will be received ac �he � Purci�asittg Og'iCe undl 1:30 P.M.,lhnrsday Novembet 18, 1999 and thea� pablicly opened and read alond at 2:0(1 P.M. in Ihe Council Ctfambeis. Plans� SpOCiGcelloAs and Contr-act Documetlls %r Q�is P�'�j� �Y bc picked up at tbe o[I'iice of tbe Depacttnent a� Engin�"it�g, Mrmicipal Of6ce Building 1U00 Throckmortor Street, Fo�t WoRh, Texas. Ottie sel of plsns at►d�dodtments will be pmv�lded fot a dcp�sit oP � IIiuty dolla�s (530.00);. such d�eposit will be iet'u�ded if the docaunent is retucned �n good condilion wiWin 10 days aRer bids ar� o�ned. Addi6onal sets rnay be Dutchased an a non-te[uttdable b�sis for thirtq (30) � dollars pat sct � � � � � � �.. � A Prrbid conferenoe wW be lydd oa Mond�y, November 8, 1999 �t 10:00A1V�. wfitti prospecti�e bidden in Con%rencc Roam Na Z70 on the sec.ond iWor af the Qity Hal1,1000 Tbrocicmortm� Street, Fort Wortb, T�cas. Bidder� �t+e encouraged to revie�► the plans and epecifications prior to tLe Pre- 6id confcrence. Tl�e Affidavit Slatemea�t o� the Cily of Fort Wot1h l�nozity and Women Husiness Eaterprises Spccifications must be sabmitted with the bid at the tirne of the bid opening. Failure to tubntil the Afiidavit Slatc�t��t wilh the bid staal� result In rejoction of the irid as naa-t+esponsive. _ Submissioa of Bids: Tb�is nmject is a COMBINED CONTRACT �►s defiaed ip Ordinana Na 13781. T6ie offeror sLall list all first And �eceod tier n�bwntr�cting at�d/or suppfier oppoRul�tttes. All other pruvisions oi AttAchmcnt 1 ot Ordinance 13471 aa amcoded by Onlia�uoico �3981 aPpb+ to this cautcac� The contractor is required to �nbmit Good Faith Et'fort docamcntstion with all firr! edd aecond tiec w6rnntractinA and/or 5vpplier oppoctuAitiea for tLc eotire project. For addiuonal iuformation oonarnic� thia projecx, ptease wnract ME. Robert Mardia, P.E. of Brown and Root Secvices at (81� 333-1130 or Gopa1 5alui P.E., Project Mana� of ti�C Ciry of Fort Worth, Dep�rtment of Engitieeriag at (81� 871-7y49 BOB TERRELL City Man3ger ADVERT�SING DATES: October 28,1999 November 4, 1999 NTB — Page 1 GLORIA �ARSON City Sectetary " , ;G,�'�.:Ci�_'s �`:'��' J `?@ � ;-��`� ��C�� ° G�� ,a;r �!�o ��'�:'��p ��o � �� COMPREHENSIVE NOTICE TO BIDDERS � Sealed Proposals for the following: Bryce St. from Clover Lane to Tremont Avenue UNIT I- WATER LINE REPLACEMENT: PW53 - 06053017550 ( From Clover Lane to Tremont Avenue) : DOE No. 2166 UNIT II- PAVING IMPROVEIVIEN'�S: T/PW No. C115-020115095901 �,* ( Pi�om C7over Lftne to Tremont Avenue ): DOE No.2166 � � pddressed t,o Mr. Bob Te�ell, Qity N�Baager of the City of Fori Worth, Tsxss aill be raxived aR the pur,ehasing OIDce � 1:30 P.M., Tbu�sday November 18, 1999 and thea publlcty opcnod and read aloud af 2:n0 P.M. iu the Crnuroil Q�ambers. Pl3ns, SpeCiftCations and ContreCl DoCumeltts for t11is projat may be picked up at the office of t}►e Dep�rtmc�t of Fai�neeri�ng Muni►cipal Office Building 1000 � '['hroclanorloa Strect, Fort Wwth, Te�s. One set af plans aad diocuments a�ll be govided for a deposit of thi�ty dollars (530.00� such dcposac will be rdiurdod if tho dpcument is returnod in good oondiuon wi,thin 10 days aRcr bids are opcned Additional sets may be purcbs+sed on a noa-refimdable basis foc thircy (30) r, doUars per se,t. A Pr�bid cooterence wrill be hdd on Monday, Notianbe� 8, 1999 it 10:00 A.N�. �ith prnspcctive bidder� ia Coniei+Pnce Room Na t70 oa t6ie 9econd tbor d' the (Sty Hall. lOQO Throckmortoa Street, �ort Worth, Tezas. Bid�r� a�+e encouraged to �view the plana and specific'tiuns prior to the Pre- � bid coaference, The AtTidavit Statewent of the City of Fart Worth M'inocity and Womea Busiuness Fanterp�cises � Specilicatione must be sub�nitted wilh 11�e bid at du time of lhe bid apeniqg. Failure to sobtnil lhc Aff�davit Stateme�t with ttie bid shalt result in rejectioa of tbuo bid as aolt-responsivo. �,,,� All bidders will be required to comply with provision 5159a of "Vernon's Civil Statutes" of the State of Texas with respect to payment of prevailing wage rates and City -, Ordinance nu. 7400 (Fort Worth city Codc Seotioris 13-A through 13-A 29), pmhibiting discrimination in employment practices. � � Bid Security is required in ac�ordance �+vith Paragraph 1 of the Special Instructions to bidders. The major work wiU consist of the following: UN�T 1: WATER IMPROVEMENTS: Approximately 569 L.F. of 8" Waterlimo and A�purtenances � � �::°�G��r�� CG�� MB-2 �. g �`; J � lUr C�LS'v Ui:�ll�.(,U �� '`J!`_'�� l�5'� ... �f ° a �J � UNIT II: PAV�TG IMPROYFMENTS: Approximately 850 S.Y. of Unclassified Street Excavarion Approximately 4476 S.Y. of 6" Reinforced Concrete Pavement Approximatcly 4615 S_Y. of 6: Lime Treated Subgrade Approximately 789 S.Y. of 4" Concrete Sidewalk r- Approximately 3862 S.F. of 6" Concrete Driveway Approximately 2222 L.F. of 7" Monolithic G�.ub Su6misaion oi Blds: � T6is project is a C4MBIlVTD CONTRACT �s d�ned in Ordinance Na 13781. The offeror shall li�t ill fir� s►nd �ccond tier wbcontra�cting aod/or supplfer opportanities. All other prov�ituN ot � Attacbment l at' ordiaance 13471 aa #n�tnded by Ordioaace 13781 apply thia contract The contractor is rcquired to mbmit eood Faith Et�'ort docameutation with all t1rst and second tler r rubcontractin� aod/or supplier opporlunitles for tbe entire prnject. The totol bid of the com6ined propo:al i� the appat+eut �nccessfnl bidder. U�ait I co�siets of the water line replaceroent and IInit II consists of the street improveme�ta. r,, �re-aualific�jion^Reauiremente #Qr Water��ent Work: watar an�/or sanitary seaver impraveaients must perfo�rnted by a oontract�or who is pre�qualitTiod by the Water Departrneat ac the time of bid opening. A, p,et►eral o�adoz, wiw is not pce-qu�[�od by tho � Waur Deparin�ent, wnst etaploy the servia� of a sub-conteae[oc who is pme�qu�lili¢d The procedure for pre-qualiGqtieu is outlined'm the "Special Inswctions to Bidders (Walec Department)". �~ Biddcrs shall, if audic�bl�: identify oa ttx last pege of �be pnoposal se�tion, the pote-qu�llfied sub- oontraclor who sball install the water ancUe� qn�itary cew�r facilities. Failure to list a sub-coatraclor who is pae�qualified by the Water Departmrnt shall result iu the rejecUio» of the bid as nonarespo�sive. � Thc City ieserves �be right to reject any and/ot aU blds and waive acry and/or all irregnlarities. No bid may be withdrawn until the cxpiration of forcy-nine (49) dayc from the date the M/W9E UfQ.IZATION � FORM, PRII� C'ANTRACI'OR wA[VBR FORM and/a the GOOD FAITN E+Fi�ORT FORM ("Docuarentation") as appropciate is reeeived by the Cit3►. Tl�e award of contrad, if made, will be withiu fony-uine (4� .days aftor this docvmentation is received, but iw no case will the award be made until thc r"' respoosibili�y of the bidder to whom it is prnposed to avuatd the oon�ac.t hrs beea veritied. � � NTB 3 � � �:�;�[��GO �� '��GuG'�► ��=��r �C��G?��G3� �;� � �� .�, ��nr�,,�� p ��i o � � � � � � � r � � r� � ' ' � � � Bidden are responsible for obtaining aJl Addenda to the cantrdd docunnents and aclanowledging roceipt of the A�ddenda by initialing the aPpropriate sp�ces on the PROPOSAL form. Bids diat du not aclrnowit�dge receipt of all Addenda may be rejected as being non-responaive. Infornnauon reg,arding the status of Addenda may bc obtained by contacting the Depattmeat oCEngineering at 817-871-7910. In accord witli the City of Fort Worth Ocdinance No. 1]923, the Ciry of Fort Worth has goals for the pactieip�tion of miaority business enterpzises and women business enteryrises in City co�►[ract A copy of the Ordinance cau be olrieined form the ORce of tlte City Secretary Ia addilio4 the bidder shall submit the MBF./WBE UTILIZATION F(ktM, PRIME CONTRACTOR WA1V�R �ORM sud/or the GOOD FAITH �NFORT FORM ("Docunacnt�tion") as appropriaEe. The d�oc�uneattaiion must be reoeived no later th�t 5�00 P.M., five 95) City business days alter the bid.opening date, Tbe bldder shall obtain a receipt fox the appropriate employee of the managing department to whom cleIIvery was made. Such reeeipt sl�l bc evident lhat tbe documentation was received by the Cily, Failure to comply shrall �aoder thc bid non- rospoatsive. For information concerning this projoct, please contact Robert Mardis, P_E. with Brown and Root Se�rvices at 81�-333-1130 or Gopal Sahu, P.E., Project Manager City of Fort Worti► aE (81'� 87�,-8979. BOB TERRELL Cl'F�'MANAGER GLORIA PEARSON CITY SECRETARY � Hy: [ � Rick L,T�ice, P.E. • Manager. Consult Secvices Depariment of Engineering. A. Douglas Rademalccr, P.E., DL�ctor ADVERTISING DATES: actobcr 28, 1999 November 4, 1999 Fort Worth, Texas WTH-4 , � �. � r\ li li �� I � �� U ��1'J `,� - �; w G,_�.. J�: :��`�r ��';;G� ° °1� I�o � � `:'��lo ��t�o �. � �.. 1999 BUILDING & CONSTRUCTION TRADES STANDARD WAGE RATE FOR TA�RRANT COUNTY CLASSIFACTION �- AIR CONDITIONIl�G MECHANIC AIR CONDITIOI�IING MECHANIC HELPER f ACOUSTIC CEII.ING 1NSTALLER �° ACOUSTIC CEILING INSTALLER HELPER BRICKLAYER/STONE MASON � BRICKLAYER/STt�NE MASON HELPER '` CARPENTER r CARPENTER HELPER CONCRETE FII�IISHER CONCRETE FINISHER HELPER COIrTCRETE FORM BUILDER CONCRETE FORM BUII.DER HELPER "'` DRYWALL TAPER �. DRYWALL TAPER HELPER ; ELECTRICIAN JOURNEYMAN ` ELECTRICIAN HELPER ,. ELECTRONIC TECHNICIAN ELECTRONIC TECHr1ICIAN HELPER FLOOR LAYER (CARPET) FLOOR LAYER (RESILIENT) FLOOR LAYER HELPER "' GLAZIER �- GLAZIER HELPER � INSULATOR � INSULATOR HELPER �► LABORER COMMON LABORER SKILLED LATHER � LATHER HELPER � METAL BUILDING ASSEMBLER METAL BUILDING ASSEMBLER HELPER � PAINTER ;, PAINTER HELPER r� � ► � HOURLY RATE $15.96 8.81 13.82 9.79 15.25 9.86 13.00 9.34 12.00 9.44 11.59 8.87 11.87 8.25 16.29 10.20 12.86 12.67 13.58 14.48 8.56 13.66 9.26 15.89 9.46 7.82 9.66 15.80 11.75 13.34 7.85 11.93 8.30 ��,, i�� !� ��J�� '� ��' ��'� G� 5 ° �� F ��o 1999 BUILDING & CONSTRUCTION TRADES STANDARD WAGE RATE FOR TARRANT COUNTY � , ; CLASSIFACTION PIPEFITTER , PIPEFITTER HELPER � PLASTERER j PLASTERER HELPER I PLUMBER I PLUMBER HELPER ' REINFORCING STEEL SETTER REINFORCING STEEL HELPER ROOFER ROOFER HELPER SHEET METAL WORKER � SHEET METAL WORKER HELPER SHEETROCK HANGER SHEETROCK HANGER HELPER SPRINKLER SYSTEM INSTALLER SPRINKLER SYSTEM INSTALLER HELPER STEEL WORKER STRUCTUR.AT, STEEL WORKER STRUCTUR.AL HELPER WELDER WELDER HELPER HEAVY E UIPMENT OPERA.TORS Q EQUIPMENT OPERATORS CONCRETE PUMP OPER.ATORS CRANE, CLAMSHELL, BACKHOE, DERRICK, D'LINE SHO FORKLIFT OPER.ATOR + FOUNDATION DRILL OPERATOR FRONT END LOADER OPERATOR TRUCK DRIVEP� 2 HOURLY RA.TE $ I435 10.93 15.29 8.63 16.26 9.59 I 1.88 9.18 I3.17 7.82 15.87 9.29 12.70 9.71 I6.95 7.81 14.66 7.9I 14.87 9.67 14.b6 15.50 13.05 10.54 11.66 11.60 9.80 � 'u'u'i�V'��%� ��Q� �r ��% ��'�G��1�17 j`s� 14pfil�;��j � t�� _�_;: it,_ �; �� o � �" City of Fort Worth Minority and Women Business Enterprise Specifications .'iG� MBE/WBE UTILIZ�1T�i�`�1T,,,,�; F�,� � / V L C.r �I �G V l ( "l4�/ ✓[ � K �� `7 i7 L� r _ '1 � ,� .. . • I PRIM MPANY NAME �. ,i , BIQ,D T i �. ��P �� PROJE T NAM PROJECT NUMBER � I CITl"S M/��'[3E PROJECT GOAL: I M/WBE PERCENTAGE ACH[EVEU: ATTACHMENT 1A Page 1 of 2 � Failure to complete this form, in its entirety with supporting documentation, and received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid � being considered non-responsive to bid specifications. � The undersigned bidder agrees to enter into a formal agreement with the MBE andlor WBE firms for work listed in this �schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional andlor knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to specifications. � Company Name, Contact Name, Address, and Telephone No. _ l, Q ��' �-;,,�� b�-.�.-�.� � _�_ _5Q 1__�1_ ��a�� t�,...,_.�._. _ �'f _ �,, ��_.. w�� y�., �_ �3c � �_�..s'aS'� - s�.��. �. /�a��Q- ��.�c��.� �� I."7o _I __fic�r .� . .�_.. 1�r' �=f i.��0 � �� %� i/ U __ �r � - IZG-�UB� � 2. c (��ez..., � f�TG 7rc, � �C � �►.c�; � _ �Q L__1�Pv��tc:�__� -� �� a��,� �._ n_�..� � _ � �P � �� - �� .-.� <�.i .�. s. T H��SS __ _ __ ____. ___ e Certified U ~ � � O O F O �. U X Z ~ _ J ✓ ✓ Specify All Items to be Supplied(") Sah�( �G��l %v�S ai'� C'r(.t S �t0 �( ,�O �- � .A : �U � N Q. � � � 2 � / Dollar Amount 3� �s � zssv= ��o�°� M/WBEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at the time of bid. � (') Specify all areas in which MWBE's are to be utilized and/or items to be supplied: � (') A complete listing of items to be supplied is required in order to receive credit toward the M/WBE goal. � (") Identify each Tier level. Tier: Means the level of subcontracting below the prime contractor/consultant, i.e., a direct payment from the prime contractor to a subcontractor is considered 1°`�;:,,. ,. N,.,,,,,,,,; L, ,. ,,,.1,,,,,, :ractor to � its supplier is considered 2n° tier. �=,^r�� ,,��:�^,,�,i� �� G�� u� �� G�� >l�,_� �: �� G�� THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CIrY „-�,rl��i� �,,?AF1lER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE ``., :`` � s'' '-'-'„ !^+ _.. ......... Rev.6/2/98 f Pages 1 and 2 of Attachment 1A must be received by the Managing Department Specify AlI Contracting Scope of Work (*) NG � la�� T�� l�G u lo t��' Ti�t�c�C.�;� , ra� � � � � 1 City of Fort Worth Minority and Women Business Enterprise Specifications MBE/WBE UTILIZATION Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be Address, and Telephone No. � Scope of Work (") Supplied(�) ,�.; a �> � p o � � ~ � � N � Z 2 . Co�s-�-�s,�.�..�'c�.��.�.G�. _�__7Z �l__�__n.rq _._.� �..__ �'-� (�t�.a.r � � .� -��JLiD� �� . ' ( �1- �1..�...� � ..P.�... ir2 (! � C O .C_ _T _�I�L�S��.. <<o �-�. .13e��Q��_�� ..., ,... 3e� ��d � �x_ ?_66Lz-. ?�r� ( Z��, -S5'�� l��-� � i T � G ir.� �- � Com�any Na �� o �� x Address ��i��a� City/StatelZip Code � (3C irica�P 5�,�� l,er �, , r^t.� e� � �q � s ✓ ATTACHMENT 1A Page 2 of 2 Dollar Amount l ��Cj� o� , �, �osa � Z The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding �actual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed by the MBE(s) andlor WBE(s) on this contract, by an authorized officer or �employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work �" for a p io f time not less than one (1) year. ALL B s n B CERTIFIED BY THE CITY B_ EFORE CO,NTC1RA�T AWAR i1�C�—%I A ( � � � Auth ed Signature Printed Signature �i�2St �ti,� �Title � c C ! Q lit. �o t� � (�. � � C�o ,.Tl� L. , � L � � �� l� 7�a47 i � ��e( Contact Name and Title (if different) S�7 — Zq,�-- oo�� Telephone Number (s) F317-29S-�o7t� Fax Number I/�ZZ,�� Date � � �� 8� 0�� '[��C��'ic�, �� s r��,�� THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BU� ,�ER BID OPENING, EXCLUSIVE OF THE BID OPENING DATE f, 1,��, ;�!I�,:'lL-� g!!��;.o ` r.�. s�zisa Pages 1 and 2 of Attachment 1A must be received by the Managing Department e �" � GOOD FAITH EFFORT Q /�,� /_/ /' 1 V( C��-(� �ct� G, � Gc S�(_o� ..�vt �, � Prime Company Name � r S -�— � Project ame � L � (Use additional sheets, if necessary) � List of: Subcontractinq Opportunities � W��er � Sewed- l�r�e-�ua% %�C� ri�c..uc�s — �(�v ec�`-S�c� �J �� - SP� f �'�� l-� � � � d �� e � � � � �� Bid Date ` Project Number If you have failed to secure M/WBE participation-and you have subcontracting and/or supplier opportunities or if� your M/WBE participation is less than the City's project goal, you must complete this form. If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentionat discrimination by the bidder. Failure to complete this form, in its entirety with supporting;'documentation, and received by the Managing Department on or'before 5:00 p.m. five (5) City business days afEer'bid opening, exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF FIRMS) which will be used in the completion of this project, regardless of whether it is to be provided by a M/WBE or non- M/WBE. ATTACHMENT 1C Page 1 of 3 City of Fort Worth Minority and Women Business Enterprise 7�u��y . List of: Supplier Opportunities � G�c, — l�/i /x � u c vie �2 1�,`�Q✓ � Q � � ✓' u S � Cl � c�, 7-0 � s o r'/ �� A s fl G� q/�- �3��, Li�� S�4r��IVoM(3�s) �% � Cz (n �7� / S , �� l�� '��D �� '� �� G��;1G�� G�� J�r`:'��IR ��o � � � � ATTACHMENT 1 C Page 2 of 3 2.) Did you obtain a current list of M/WBE firms from the City's MIWBE Office? compliance, if it is not more than 3 months old from the date of bid opening. The list is considered in v Yes ate of Listin S/�/� No P��Gl� �, �03� �9� 3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? (JS'es If yes, attach M/WBE mail listing to include name of firm and address and a dated No copy of letter mailed. S ee G.(-'� GC �� p� '�" � 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? V Yes If yes attach list to include name of M/WBE firm erson contacte �� _ � � , , / phone number and date and time of contact. S,� G,�.f GC �1'1 { K!- � NOTE: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a facsimile is used, attach the fax confirmation, which is to provide M/WBE name, date, time, fax number and � documentation faxed. NOTE: If a SIC list of M/WBE is ten or less, the bidder must contact the entire list to be in compliance with questions 3 and 4. If a sic list of M/WBE is more than ten, the bidder must contact at least two-thirds of � the list but not less than ten to be in compliance with questions 3 and 4. 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of plans and specifications in order to assist the M/VVBEs? � � � ^ i J VYes No 6.) If M/WBE bids were received and rejected, you must: (1) List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable, qualifications, etc.) and (2) Attach affidavit and/or documentation to support the reason(s) listed below (i.e.. letters, memos, bids, telephone calls, meetings, etc.) S�C.e e�-�..1-qG��Z1�k,�, C (Please use additional sheets, if necessary, and attach.) Company Name Telephone Contact Person Scope of Work Reason for Rejection So �,�.�-� e✓� f ai�%�c ZS��!-G 2vu l�. !-�o llG ti� wcr �ei�' Sec,,rei�uf f��d �a �i �� ti ��C �hcJtrev,r�pKi�� b�F�_3f��lo W. l3or�P/ �D D�So i% 1 vo �i�y -1,l�ci /�l� r„n,-�- Gc, o �� ✓ �fil �t �i�►��ls�l�d �[�C�UV°�U� �� 15�r� ° c tl �. �GG��bo ��, � � � ' ' ADDITIONAL INFORMATION: ATTACHMENT 1C Page 3 of 3 Please provide additional information you feel wiil further explain your good and honest efforts to obtain M/WBE participation on this project. ' The bidder further agrees to provide, directly to the City upon request, complete and �, accurate information regarding actual work performed on this contract, the payment thereof 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, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. � � � � . � � � � � Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/WBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attach ent 1C will be contacted and the reasons for not using them will be verified by the ity s M/V1/BE Office � � �c� Authorized Signature Printed Sig►tature ��e 5 i � !� �-- Title Contact Name and Title (if different) II/I c C (er� �o�, �u� � �o,T�r � Company Name l��o x nt 9� � Address __�,��so� , /x �� `t'7 City/State/Zip � � �i� z�s—oc�� Telephone N mber(s) 8<7/z �s - � 7 r� Fax Number` ! �/2 3 �-�'1 �I Date � � f�f�BC�O/�d ��CG'�� V ��'GG�� 11 Ua 17V�J�+�UU9 ULSWs � � � � � � � � � � � � � � � � � � ! f��T 01= E1J�IN�E�ING/CF�J ° 99 �dCU 2y P�1 1 33 MBE/WBE DOCUMENTATION RECEIVED, DEPARTMENT OF ENGINEERING BID DATE: ,I � PROJECT NANIE/D.O.E. NO. � `/ Y � �� 1��#a�� PROJECTMANAGER: ��"1�.I c�.�V I�. . FORMS SUBMITTED BY: NAME: i/�'� �� /V l��Q(/lCccn i.� . co�Arrx: �� C � l.� c� �.� �„ �� .� .c � �� `� �/� f v TITLE: F-� [i`C,.� �rf O G� T� C�� ;� . . ��r��i �► � �� SIGNATURE OF PERSON RECENING: • ��> �� s�� ' . o� �, �s CS f> . � L s� �� ,. PROPOSAL � TO: Bob Terrell �"' City Manager � Fort Worth, Texas , ° FOR: UNIT I: WATER IMPROVEMENTS �. UNIT II: PAVING IMPROVEMENTS BRYCE STREET � (From Clover Lane to Tremont Avenue) � Water Project No. PW53-06053017550 T/PW Project No. C115-020115095901 DOE Project No. 2166 �_ , Pursuant to the foregoing "Notice to Bidders" the undersigned Bidder, having � thoroughly examined the plans, specifications, and the site of the project, � understanding the amount of work to be done, and hereby proposed to do all the work and furnish all labor, equipment and material necessary to fully complete �" the work as provided in the Plans and Specifications, and subject to the inspection of the Department of Engineering of the City of Fort Worth Upon Acceptance of this proposal by the City Council, the bidder is bound to �. execute a contract to furnish Performance, Payment and Maintenance Bond approved by the City of Fort Worth for performing and completing the said work �" within the time stated for the following sums to wit. 1 � � A P-1 OF 13 �� L 0�� U�L' �0�1 ��C��G�� I�o ��C:`�I�F ��. � � :, � PAY ESTIMATED ITEM QUANTITY 1 UNIT I - WATER IMPROVEMENTS DESCRIPTION OF THE ITEM WITH BID PRICES IN WORDS 1 L.S. 2" WATERLINE AND ALL FITTINGS FOR TEMPORARY WATER SERVICE CONNECTIONS, FURNISH & 1NSTALL, 1NCLUDES REMOVAL AND RECONNECTION TO EXISTING SERVICE CONN CTION, D-46 Dollars and �12o Cents Per L.S. 2 1.000 TON CAST IRON, DUCTILE IRON FITTINGS, D-16, FURNISH & INSTALL, COMPLETE 1N PLACE (INCLUDING CONCRETE BLOCKING)(PAYMENT BASED ON CAST IRON WEIGHTS), - D-16 _�� , % � Dollars and �o Cents Per TON 3 11 LF 6" DR-14 PVC WATER PIPE, D-17 (1NCLUDES REMOVAL AND/OR ABANDONMENT OF EXISTING WATER INE), D-17 �,2� -�� Dollars and ��,� Cents Per LF P-2 OF 13 UNIT AMOUNT PRICE BID ��o °�v � � `r`� ,� 47rD '� .30�J'D � 3/ • �' 3�� -> � ,-r,a ,n � '`-!I��u'�; �� '��U `' �, � �� 'u ��( �o �'� L�;'�V Up ��]a � r � PAY ESTIMATED DESCRIPTION OF THE ITEM WITH ITEM OUANTITY BID PRICES IN WORDS � 5 6 7 : 569 LF 8" DR-14 PVC WATER PIPE, D-17 (INCLUDES REMOVAL AND/OR ABANDONMENT OF EXISTING WATER LINE), -17 �lG,c�� _ � �,Lu.��x > Dollars and � � � � Cents Per LF � 1 EA 6" GATE VALVE WITH BOX c��D LID, D-18 �Gc�,a,�, Dollars and �-J(.n Cents Per EA 3 EA 8" GATE VALVE WITH BOX ND LID, D-18 , Dollars and � ,,, Cents Per EA 1 EA REMOVE AND SALVAGE EXISTING IRE HYDRANT, D-14 �Dollars and � �� Cents Per EA 1 EA STANDARD FIRE HYDRANT (3'6" BURY), E1-12 y�- (��.�cvo �,...�.�,�� ll'ollars and `X.� Cents Per EA P-3 OF 13 LJNIT PRICE 37. 5-v AMOUNT BID ��. 3 3� � Od i/rls od �� a�°0 /�7s °O /57i ° ° /SD , 0 0 /�50.4� /�5�.00 u��G�l�� a��uG�� : �� r�C�� (�o � �:'��9 �(��;o PAY ESTIMATED DESCRIPTION OF THE ITEM WITH ITEM QUANTITY BID PRICES IN WORDS 9 2 VF BARRELL EXTENSION FOR FIRE HYDRANTS (OVER 3'6" BURY) � Dollars and `11.0 Cents Per EA 10 11 12 13 1 EA FUNISH & INSTALL 1" SERVICE TAPS TO MAIN (COMPLETE IN PLACE) �-� `�,�-�v�. Dollars and �, Cents Per EA 40 LF 1" COPPER SERVICE LINE FROM MAIN TO METE , D-44 „ Dollars and 0 �1W Cents Per LF 20 LF 1° TYPE K COPPER SERVICE LINE FROM METER TO PROPERTY L1NE, AS NEEDED FOR MISCELLANEOUS CONNECTIONS 4%�� Dollars and (.� ,D Cents Per LF 2 EA CL�- SERVICE_METER AND BOX � �-�G{.c..� Dollars and � y?�c1 Cents Per EA P-4 OF 13 L1NIT PRICE � ,: �� , a AMOUNT BID �.D ° a . i/ /S°° loOD aa �. �� e a �� /.�`D o a �'��0� �� L'C�� JG�C� � O�i ss��G� '° �� o ��G��, ��o PAY ESTIMATED DESCRIPTION OF THE ITEM WITH ITEM OUANTITY BID PRICES IN WORDS 14 30 CY CRUSHED LIMESTONE FOR MISCELLANE�US PLACEMENT �n.1J Dollars and �-/"!.o Cents Per CY 15 16 5 CY TYPE B(2500#) CONCRETE FOR MISCELLANEOUS PLACEMENT � J Dollars and c�lA) Cents Per CY 1 CY CLASS E(1500 PSI) CONCRETE FOR MISCELLAN�� PLACEMENT Dollars and �/rt,� Cents Per CY 17 30 CY 18 580 LF. BALLAST STONE FOR MISCELLAN�� PLACEMENT Dollars and C� �� Cents Per CY TWO INCH TEMPORARY ASPHALT PAVEMENT REPAIR, PER FIG. A- CASE 3, D-50�o �",r pollars and ,v Cents Per LF P-5 OF 13 UNIT AMOUNT PRICE BID �� 00 ,- ,, �� r/ oa � 30 � s �� ;: . i �� L� I , '� ��llL �G�LS Q;.'LS�CU °'.�`p,i ��U ��!� G��G�� 'o � o G'��o ��o PAY ESTIMATED DESCRIPTION OF THE ITEM WITH ITEM QUANTITY BID PRICES IN WORDS 19 30 L.F. TRENCH SAFETY SYSTEM (OVER 5' DEPTH), D-13 ;� Dollars and , �in. Cents Per CY SUB TOTAL AMOUNT BID FOR UNIT I WATER IMPROVEMENTS P-6 OF 13 IJNIT PRICE . /O AMOUNT BID �. �3�90�.s"� '�' <''J'I�U�G� �'�6 P�J�(�li�li��";(;i \. U' u,_�: ': O�U ��'� �C� '�G? u V Oc UUG`!_1�Utl� L!��o � �. LIST OF DIP ANDiOR CAST IRON FITTINGS AS REQUIRED W17H E 2.711AT0 BE SUBMITTED WITH B1D ' , , ' 1 ' , � , ' � t� � fl Number of Fittings 3 2 1 2 1 1 S ize of Fitting 8" X 6" 8" x 4" 8" X 6" $„X8�� $„X$„ 8„ Type of Fitting Reducer Reducer Tee Tee Cleanout Plug Weight (Ibs. Each) C,� S' Sd � �F 3 �� 300 �s P-� oF 13 Total Weight l�tS"' �pa 7 �l �_ �'� � -. 30 0 3 S' �� Gb/�� 'c�� O�V ��CG�I�''aG�� o ��C�l�o ��o UNIT II — PAVING IMPROVEMENTS e. r i t � PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES IN WORDS PRICE BID 1 1 L.S. UTILITY ADJUSTMENT 2 3 L� S � Five Thousand Dollars and no Cents Per L.S. 2 EA. PROJECT DESIGNATION SIGN One Hundred and Fiftv Dollars and no Cents Per EA. 875 L.F. REMOVE EXISTING CONCRETE CURB AND GUTTER SECTION �� Dollars and �12,D Cents Per EA. 295 S.Y. REMOVE EXISTING DRIVEWAYS, SIDEWALKS, STEPS, AND LEAD WALKS �� Dollars and `7L0 Cents Per S.Y. 4615 S.Y. 6" LIME STABILIZED SUBGRADE �u.�-0 Dollars and '�?.�� Cents Per S.Y. 69.5 TONS LIM� FOR SUBGRADE ("�c�% — �c Dollars and �` � �11.� Cents Per TON P-8 OF 13 $5,000.00 $5,000.00 $ 150.00 $ 300.00 , �. �, . ,, � •. $a.00 $075�°0 $ o23G O.a° $�?'�3� o0 $�� $ f� �l� �oa ��fJ:�O�� D �O�U' 5��L�IG�11 �o I�JG'�1�8 ��e PAY ESTIMATED DESCRIPTION OF THE ITEM WITH UNIT AMOUNT ITEM QUANTITY BID PRICES 1N WORDS PRICE BID 7 4476 S.Y. 6" REINFORCED CONCRETE STREET PAVEMENT �� r�ti�� Dollars and � � Cents Per S.Y. 8 2222 L.F. 7" ATTACHED CONCRETE CURB ��--D Dollars and �t.o Cents Per L.F. 0 f�17 11 789 S.F. 4" REINFORCED CONCRETE SIDEWALK, LEAD WALKS & WHEEL CHAIR RAMPS ,�v�c� Dollars and `s�u-c.�ic� -� Gu-c Cents Per S.F. 0 4380 3� S.F. 6" REINFORCED CONCRETE D WAY PAVEMENT _�,�� Dollars and �r.�.� Cents Per S.F. 850 C.Y. UNCLASSIFIED STREET EXCAVATION INCLUDING REMOVAL OF EXISTING ASPHALT P\�ENT Dollars and �� Cents Per C.Y. $ ��'°-� $�� i � � • � $ 3� as �S , as $�3•�s $! �S.od $ �D ,6-O � Gr,,� ef� 1� �/ P-9 OF 13 '�'!I��0�� '��G�� ' �� c��rU� ° c U �� u�'�'' �:'��a ��. PAY ESTIMATED DESCRIPTION OF THE ITEM WITH ITEM QUANTITY BID PRICES IN WORDS 12 52 TONS 6" HMAC STREET TRANSITION PAVEMENT� � �l Dollars and � Cents Per TON 13 -�$-s'�r.% 6" CONCRETE DRIVEWAY TRANSITION PA E� � � � ��rs and Cents Per S.F. 14 15 16 1 TON 2" HMAC DRIVEWAY TRANSITION PAVEMENT � 7�t�-�a� o'� Dollars and �ILU Cents Per TON ��L�. SILICONE JOINT SEALANT � Dollars and ��c.� s �- Gu-c Cents Per L.F. /�� p ��7C.Y. TOPSOIL � � ✓l�p and /V� Per C.Y. Dollars Cents SUB TOTAL AMOUNT BID FOR UNIT II PAVING IMPROVEMENTS � SF ' � � � ��. ��;�.� �°a�� - �� w a..e,,E � � r.i�,� `� ��. ��.�� _ P 10 OF 13 i20 C'.�—µ-�, UNIT AMOUNT PRICE BID $%D�`� $.31��0,� $ /� %3 ',. i� �. � i� � $ d Gs �a �.,a $ cI � $ (02?3 =° � 1�0��Q3. 3s . /�•a° 3a0. �D ��Goa� ��c�c�� i �[��: G�C�1Q� �� G'�b �(�. � n BID SUMMARY � � ' , , � � � ' , ;� .� r � .i UNIT I WATER IMPROVEMENTS LJNIT II PAVING IMPROVEMENTS TOTAL BASE BID P-11 OF 13 $ 3 a ?r sp � �/SD��3. 3s $/87 �. 8s- , �,:,��1� f �GOG�� '�C�'�� '� r�u' ��[��rG,G�°J�� C�v G��,�'' `:'��, �[��. STATEMENT OF MATERIALS AND OTHER CHARGES � � , ' 1 ' ' � � � � MATERIAL INCORPORATED INTO THE PROJECT: $ ALL OTHER CHARGES *TOTAL $ � * This amount must agree with the total figure shown in the proposal, TOTAL AMOUNT BID in the contract. For the purposes of complying with the Texas Tax Code, the Contractor agrees that the charges for any material incorporated into the project in excess of the estimated quantity provided for herein will be no less than the invoice price to such material to the contracor. NOTE: ONLY THE COPY OF THIS FORM IN THE BOUND CONTRACT IS TO BE FILLED OUT. P-12 OF 13 �� O�d G��C�G�� C i�U e�,�� Uo� � c Y �?�;. �!,�,,r��p �� .-_..� � � 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 fo�th, as liquidated damages for the delay and additional work caused thereby. � The undersigned bidder certifies that he has been fumished at least one set of General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands �� all of the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. This contract is issued by an organization which qualifies for exemption pursuant to the provisions of Article 20.04(F) of the Texas Limited Sales, Excise and Use Tax Act. �. , Taxes. All equipment and materials not consumed by or incorporated into the project construction are subject to state sales tax under House Bill 11, enacted August 15, 1991. The successful bidder shall be required to complete the attached Statement of Materials and Other Charges Contractor at the time of executing the contract. 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 empioyee applicants to the undersigned are not discriminated against as prohibited by 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 66�working days after beginning construction as set forth in the written work order to be furnished by the owner. 'js' (Complete A or B below, as applicable:) [] A. the principal place of business of our company is in the State of ��J��.[ � ` Non resident bidders in the State of our principal place of business are Required to be percent lower than resident bidders by state law. A copy of the statute is ' attached. "' Nonresident bidders in the State of , our principal place of business are not required to underbid resident bidders. r [�The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: Addendum No. 1 ` Addendum No. 2 Addendum No. 3 (SEAL) if bidder is a Corporation Respectfully Submitted, C By: �.• • � � � I`_,� . � � . � I �IIC � � d � oX �� Addr (1flOS�Tr X %(DQ f 7 Telephone: 8 l�� Z�} f- 0 �(o(o � P-13 of 13 ��I�O� �G�� C'G�@ �� `i�U� ��US ° e! �I �' `'o l'�V'Ullllp U�o .r � i.., ... � VENDOR COMPLIAIVCE TO STATE LAW The 1985 Session of the Texas Legislature passed House Bi11620 relative to the award of contracts to non-resident bidders. This law provides that, in order to be awarded a contract as low bidder, non-resident bidders (out-of-state contractors whose corporate offices or principal place of business are outside of the state of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a non-resident in order to obtain a comparable contract in the state in which the non-resident's principal place of business is located. The appropriate blanks of Section A must be filled out by all out-of-state or non-resident bidders in order for your bid to meet specifications. The failure of out-of-state or non-resident contractors to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Non-resident vendors in (give state), or principal place of business, are required to be per cent lower than a resident bidders by state law. A copy of the statute is attached. Non-resident vendors in (give state), or principal place of business, are not required to under bid resident bidders. B.,�ur principal place of business or corporate offices are in the State of Texas. BIDDER: � Mc�l�n��6t �� . �0., INC. c� . . ,., -}:�� , �., Company � � � � r L� City State Zip i� - / � • - � �i - �► _ . ��► . . //�` ` �—--- — Title: /LQ S_ (Please Print) THIS FORM MUST BE RETURNED WITH YOUR pUOTA'�'i�lv ,�^, a^ , ,��6 �u��-d�-�� :��u�D �� 'GG°� ' °�7 � , r�' M�'�}r'�� .� i: 9 � ..---: � , ' � � � SECTION B UNIT I � WATER IMPROVEMENTS (Water Department) SPECAL INSTRUCTIONS TO BIDDERS � GENERAL CONDITIONS ' SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS o- - MATERIAL SPECIFICATIONS MISCELLANEOUS DETAILS � � � � � � � ':�;��UG';�dl�� '��'J�'D ��b�� ° G11� . (�� '�G'��J� �[�o �' � � � � � � iep � � � � � � � � � � � ■ � Special Instructions to Bidders ; ( Water Department ) ; 6 u(�� c�l�� C�GG°�� ' ��'vG�C��Q� !I Ua UVG�'�Illi9 �ISWo � � LJ � � I l�J � � �� I � � � � �J ��. � � SPECIAL INSTRUCTION 7�0 BIDDERS (WATER DEPARTMFr]'i') � � 1. ' F UALIFICATION � : All oontra,ctors submitting bids ane required to be prequalifiod by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technicat evaluation and financial analysis of the conh�ctor. It is thc bidder's r�sponsibility to submit the following �dooumeatation: a curnent financial statement, an aooeptable expe,ri�nce z+ecord, an � acceptable equipment schedule and any other documents the Department �may deem neces.sary, to the Director of tiie Water Departcneat at le�st seven (`� caiendar days prior to the date of the opening of bids. � j � i � (a) �The 5nancial statement required sfiall have been prepared by an independent oerfified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shalk have been so prepared as to reflect the 5nancial status of the submitting company. Tfus statement must be curi+�t and not more than one (1) year old. In the c�se that a bidding date falls. within the time a new statement is being. prepared, the pr�yious statement shall be updated by proper verification: ! . I . (b) For an eacperience �cord to be considered to be a,ccaptable for a given project, it must reflect the ea�perienoe of ttie 5rm seeking qualification in work �of �►oth the same nature and technical level as that of tl�e project for which bids are to be received. (c) The Director of the Water.Department shall he the sole judge as to�the acceptability for financial qualification to bid on any Fort Woith Water I3epartn�er►t pmject. (� Bids received in e�cess of the bid limit shall be oonsidered non-responsive and will be reje�ted as such. �(e) The City, in it's sole discretion,° may reje�t any bid for failure to � demonstr�[te experience and�ot eacpertise. (� Any proposals submitSed by a nor►�requalified bidder shall be retumed unopened, and if inadvertently opened, shall �r�ot be considered. � � (g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to thc nature and/or magnitude of the P�Ject on wluch bids are to be reoeived. Failure to no4! . �5'��'�",ic��.,�r�'S� rt �:�,an �s�'x k i�'a�rr�AC"�r�'�a��^e j�}^-ma%a � .�.-, ' ;�'i�.;. nd�ssaiy Prequalificafion . - -i- � . Urdll�� o� �e'� of any ��,. � o� �U C0�'1� ��rG��G�� i �FM(u��M. �(��(� � L�'J f �� Y� �.� � � „� � � � � C�J � � � 2. �ID SE�C:URT�'X: A cashier's ci�ec3c or accxptable bidder's bond payable to the City of Fort Wortii in an amount of not less than five pez�ce�nt (556) of the largest possible total of the bid submittad must aocompany the bid, and is subje�t to forfeiture in the event the 3. 4. �� 7. successful bidder fails to ezecute the Contract Documents �+vithin (10) days after the c�ontraet has bcen awarded. To be an acceptable surety on the bond, (1) the name�of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capit�al and surplus�equal to ten times the limit of the bond. The surety �iust be�icensed to do business in the Sta�e'of Texas. -The amount of the bond� shall not ezcc�d the amount shown on the Treasury Iist `or one-tenth (I/IO) the toial capital and surpius. � ' � BnND�: A performance bond, a payment�bond and a mainhenance bond �ach for one hundred (100%) �t-of the oontract price will be �equired, Reference C 3-3.7. � WAGE ItATES: Not less than the prevailing wa.ge rates established by the City of fort Worth, Texas and as set forth in the contra�t documents must be paid on this pmject. I ' i � - AMBTGI7TI'Y: In 'the case of ambiguity or lack of clearness in stating prices in the Proposal the City reserves the right to adopt the most advantageous construction thereof to the City or to rej ect the Proposal. . . - .. � � ! . . � ��,.y�.,r:x� LICENSE: Bidder must be a licensed Contractor in.the State of Texas. �TONRESIDF.�V'T BIDDERS: Pursuant to ArtiEle 60Ig, Te�cas Revised Civil Statutes, the 4ity of Fort Worth will not award this � contract ta _a non�esident bidder unless the nonresident's bid is Iower than the lbwest bid sniimitted by a msponsible Texas resident bidder by the same amount that a Tezas resident bidder would be required to underbid a nonresident bidder' to obtaui a comparable cantract in the State in which the nonresident's� ' principal pla:ce of busin�ss is located. "Nonresident bidder" means a bidder whose principal pla�ce of business is not in the State of Teacas, but excludes a contrac�or whose ultimate parent company or majority owner has its principal placei of business in the State of Texas. � � This pro3ision does not a�rply 'if this contract involves Federal funds. � : �-� �(�� Da� ��C�GG�L� C��i ��GG��I� ��o �� °,��p �(�� [�� J �� . s. � � � '�J L�J L�J � � f!1 'J � � � The appropriatc� bl.anks of the Proposal must be filled out by all npnresident bidders in order for the bid to meet spec�fications. The failure of a nonresideat oontractor to do so will automatically disqualify that bidder. I ' I �AYMENT: If the contra�ct amount is �25,000 or less, the contract amount shall; be paid within forty-five (4� calendar days after completion and acceptance by the City� 9. �E: In a�ccordance with thc policy ("Policy") �of the Euecutive Branch of the!Federal Govexnment, Contra,ctor oovenants that neither it, nor any of its officers, memi�xs � ageats, employees, program participants or suboontractors while �ngaged in perfornung this contract, shall, in conneetion with the employment; advancement � or discharge of employees,in connection with the terms, oond.itions or privileges of their employment, discriminate agairist persons because of their age except on the basis of a bona fide occupational qualification, m,tirement plan, or statutory requiremen� � Contractor further covenants that neither it nor iis officers membeis ents -em� lo ees > >� � P Y � subconYractors,.progzam parti�ipants; or persons aeting on their behalf, shall specify, in solicitations or ad.vertisements for employees to work on this� contract, a maximum age limit for such employmeni unless the specified m.aximum'age limit�is based upon a bona fide occupational qualification, �retirement plan or statutory requirements. i . , . � ;. , , . . . . . i Contractor warrants it will fiilly comply with the policy and will defend, indemnify and - � � hold City harmless against any claims or allegations asserted by third parties or subcontractors • andlor its subc;ontractors' alleged failure to,. comply with the a.bove referenced Policy ooncerning age discrimination in the pesforinance of this agreemen� 10: DISABII.ITY: In aa:ordance witi� the pmvisions of the Americans With Disabilj ties Act of 1990 ("ADA"), Contractor wanants that it and any. and all of its suboontcactors will not . uiil.awfully discriminate on; the basis of disability in the provision of servioes to the general public, nor ,in the availabiliLy, tezms and/or conditions of ; employcneat � for m applicants for employment with or,employees of Contra,ctor or any of its subcontractors. Contta,ctor warrants it will fully comply with the ADFA's provisivns and any � other applicabie Federal, State and local laws concerning disability and will defend, uideci�nify and hold"�;ity harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of contractor's andlor its subcontra,ctors' alleged failure to comply with the above referenced Policy concerning age discrimination in the perfbrinance of this agreement � - � ' r� U�f�BC��Q� 6°�C�C��G�D f� � C 0� ��c�?��U��' �a !0�'��p��o � � L�'J � � � � 11. �INO� W011�3�1 BTJSINESS ENTEIZPRTSFS: In ac�cordance with the Ci�, of Fort Worth Ordinanoe No. 13471 the City of Fort Worth has goals for the participation of minority busine.s,s enterprises and women business ente�prises in �City contrac�s, A, copy of the Ordinance can be obtained from the Office of the City Secretary. In order for a bid to be considered responsive the AFFIDAVTT S'TAT�MENT included within; these bid � doauments must be completsd and submitLed with the bid. Failure to submif the completed AFFIDAVTT STAZ�sMENT shall m.nder the bid non-r�sponsive. In addition, the bidder _ shall submit the MBFIWBE UTII.IZATION FORM, P�tIIV� CON, T'RAG°Y'OR WAIVER FROM ancUor the GOOD FATTH EFFORT FORM ("Documentation") as appropriate, The documentation must bs i�eceived no later than 5:00 PM, five (� City business days after the bid apening date. The bidder shall obtain a reoeipt from the appropriatei'employee of the mana.ging department to whom delivery was made. Such receipt shall be evidenc� that the documentation was received by the City. Failure to comply sha�l render the bid nonrespcinsive. " ' Upon request, Contractor ag�ees to pnovide the Owner complete and accurate uiformation � regatding actual work performed by a Niinority Business Enterprise (N�L� and/or a Woriien Busu�ess F.nterprise (WBE� on tfte contract and payment thereof. Contractor � further agrees to pericut any audit andlor �xamination af any �books, rec�rds or. files in its possession tfiat wi11 subsiantiaie the ac�ual work performed by an MBE and/or WBE. Zhe �� misre�reseniation of facts (othet than a negliger►t misrepresezrtation) and/or the commission � of fraud by the Contractor will be giounds for:tetmination of the. contra�t and/or initi�ating actiqn under appropriate federal - state or local � laws or ordinances re]ating to false Q statements. Further, any such misrepresentafio� (other than a negligent misrepresentation� . andlar commission of frauci will result in the Contractar being determined t�o be irm.sponsible and barred from participating in City work for a period of time of not less � than three i3) Years• - - • [�l � � '�� Revlaod 91?f1/97 A:�SIB.WTR � . ..¢ ��f�� G�D C ��' ��C�� r�: ��8 ��Q r � � � � � � � � � � � � � � � � � � ,. ' , • �. r. . ' � , . • • , - ' . . ' , r � .. �"O ., , i !� ��• � � _ . . . , ;' . . . � ' � ' . 1 X � � : . . ,.. ,f i:(.r t. . ' 't u , ., ' ' .. , .a • • I .. . . ' , ; _ r _ - . "' . .. ` .� . � ' . ., �. � ` � � ._., ".. . .F, . ' . •;. . " — . � .. � ' ._ � . . r`: ' .. �. ' L�:. . ...� ... . . . . . �. , �� . .. • ' . .'� . ' . _ ♦ .. . .. . ' � � . � . . �• °-S � � • • � , . � . . .,..("`��!��.'��a�ptdlt�o�� . ! � , . � . � . . -��.. � . . . _ .,� , : . ,, .. . . . �. . . . .: . . . . .. , . . . . . . . . . . .. .. . . . . . . . , . . � , . . .. � ..� . . . ..N . . . � � � � . .� . � . . : � � � � �� . - . , . , . ^ ,::: . � - . � . . . .. , . � . . .� .. . ,; . . , t , - . . � .. .. � . r .. , �� . .. . .- . . . � : .� � , . � .� - . . .�. ..- . . . � r . ` � . i ; . . - . � . . . :. .. ':_ �, .. . ` . . � ,. .. � �. . . , . � . , �, �.. -�....�.,� . . :. , . � ..:,, .. . . . . : , . � .. : :., , .: .. . . . t . . . . : . ... . . . , . ,� � . � . - ..- .. - , . _ .. .. -. � . � . . 0 , � � . .. . � � f��OC��/�� C�G� �D . C��1 k��Q�`�Q� �o '1?Ul`�1U�:1UUUg ��o ..� C2-2.7 Delivery oE Proposal C2-2.6 Withdrawing Proposals C2-2.9 melegr�phic Modification o� Proposals C2-2.10 Publi� Openinq of proposal C2-2.11 Irregul�r Proposals C2-2.12 Disqu�lification oE Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C�-3.7 ��-3.8 C�-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 C4-4 C4-4.1 C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4.6 C4-4.7 CS-5 C5-5.1 CS-5.2 CS-5.3 CS-5.4 CS-5.5 CS-5.6 C5-5.7 CS-5.8 CS-5.9 CS-5.10 c5-s.�� C5-5.12 CS-5.13 C5-5.14 CS-5.15 C5-5.16 CS-5.17 CS-5.18 AWARD AND EX�CUTION OF DOCUM�NTS Cohsider�tion of propos�ls Minority 8usiness Ent�rpise Women-0wnec� Business �rrterprise compliance Equal �mployment Provisit�r�s Withdr�.wal oF Proposals Awarc� of Contract Return of Proposal 5eCurities Bonds ExeCutidn of Contr��t Failur� to �xecute Cohtract Beginning Work Insurance Contractor's Obligations Weekly Payrbll Gontractor's Contract Administration Venue SCOPE OF WORK Intent of Contract bocuments Special Provisions Increased or D�cre�sed Qu�ntities Alt�ration of Contr�ct bocuments Extra Work Schedul� of Operations Progress SCh�clules far W�ter and Sewer Plant Facilit�es � CONTROL OF WORK ANb MA'��ttrALS Authority of Engiheer Canformity with Plans Coordination of Contract Documenta Cooperation af Contractor Emergency and/or RectiEfcation work Field Office Construction Stakes Authority �nd Duties of Znspectors Inspection Removal of DefeCtive and Unauthori2ed Substitute MaterfaLs or �quipment samples and Tests o� Materials Stor�ge of Materi�ls Existing Structures and Utilftfes �nterruption of Servic� Mutual Etesponsibility of Contractors Work Cleanup Final Ynspection � ' "!'�'��'�� `��li'<<G� ;�� G-l� � � (2) �� -.. � � U� ��; l� U U 5��:; U,� ° e� ��r ^ '': � �?�'j Sa�a'�9 � �; �;� � . � �;��, C2-2 ( 4 ) �`" C2-2 ( 4 ) �.r1 �2-2 (4) C2-2 (4) � C2-2 (4l c2-z cs� � C3-3 (1) c�-� C3-3 C3�-3 �3-�3 C3-3 C3-� �3-3 �3-3 C3-3 C3-3 C3-3 G3-3 C3-3 C3-3 ci� (1> (2) (2) tz� cz� t4} (4) (4) (4) (7) (7) (�) (6) � C4-4 (1) C444 tl) C4-4 (1) C4�-4 ( 2 ) C4-4 (2i C4-4 (3) C4-4 (4) C5-5 C5-5 C5-5 �5-5 C5-5 C5-5 C5-5 C5-5 C5-5 C5-5 CS=5 C5-5 C5--5 CS-5 C5-5 C5-5 C5-5 C5-5 (1) (1) (2i (2l (3l (3) (�) (4) t5) (5) (5) (6) (6) (7) (7) (8) (8) (9) "1 � � � � � � � � PART C - GENERAL TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS �, � � �,�1 1 � :,J C1-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 �1-1.26 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 Engineez Contractor Sureties The Work or Project Working Day Calendar Day Legal Aoliday - Abbreviations Change Order Paved Streets and Alleys Unpaved Stzeets and Alleys City Strents Roadway Gravel Street . C2-2 INTERPRETATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation C2-2.3 Examination of and Site AND PREPARATION cf Quantities Contract Documents � C2-2.4 Submitting of Proposal C2-2.5 Rejection of Proposals C2-2.6 Bid Security � - � tl) CONDITIONS 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 C1-1 Cl-1 C1-1 C1-1 Cl-1 C1-1 Cl-1 C1-1 Cl-1 C1-1 Cl-1 �1_1 C1-1 tl) (1) t2) t2) (2) (2) (2) (2) (2) (3) (3) (3) t3) (3) t3) (3) (4) f4) t4) (4) (4) (4) t4) (4) t4) (5) (6) (6) (6) t6) (5) t6) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) r�_� rzi ',�I��U�GOI�:�� _'f�i�`I J11�JCi , • ��;� I� U � 1f c�'��:�^US� IU,1U� U � �o UU�'�Il�r'�J�p �l`�L^:o C6-8.3 Cg-6.4 C8-8.5 CS-8.6 C�-8.7 C�-6.8 C&-8.9 C8-8.10 C6-6.11 C8-8.12 C8-�.13 Lump Sum Scope �f payment P�rtial Estimat�s and Retainage Withholding Payment Final Acceptance �ina1 Payment Aclqu�cy of Design General Gu�r�nty Subsidiary Work Misc�ll�neous pl�cem�nt of Materi�l �tecord Do�uments ��.� C6-8 (1) ` C8-8 (1) � C8-8 (2) C6-6 (3) � C8-6 (3) C8-8 (�) C8-6 (4i ,� C8-8 (4) C8--8 (5) C8-8 ( 5 ) C8-=6 (5 ) � � � � � � 4 � �,��ocu�� c��c�c�@ liv � U U c'i�� c�151��1 e� U �', U Ua �Y`'Ullllc " 2��:° . ._.:.. L� I� ,.. � ,.. �ii � � C6-6 C6-6.1 C6-6.2 C6-6.3 C5-6.4 C6-6.5 C6-6.6 � C6-6.7 C5-6.8 C6-6.9 � C6-5.10 C6-6.11 C6-6.12 � C6-6.13 C6-6.14 � C5-6.15 C6-6.16 L� C6-6.17 C6-b.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 C7-7.5 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 � � I,EGAL RELATZONS AND PUBLIC RESPONSIBILZTY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience . Privileges of Contractor in Streets, Alleys, ar.3 �i�::t--c: -Way � Railway Crossings - Barricades, Warnings and Watchmen L'se of Explosives, Drop Weight, etc. �=ork Within Easements Independent Contractor Contractor's Responsibility for Damage.Claims Contractor's Claim for Damages . Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials� State Sales Tax PROSECUTZON AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment Work Schedule ' Time of Commencement and Completion Extension of time of Completion Delays Time of Completion Suspension by Court Order Temporary Suspension ' Termination of Contract due to National Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities Unit Prices � � ^ i � u ��Di�� u.�� °'D . � �� C�.�� , � G�`� ; ; l�� t,u��o ��`�o � C6-6 C6-6 C6-6 C5-6 C5-6 (1) (1) tl) (2) (2) CL-G (3) C6-6 (9) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 t8) Cb-6 (8) C6-6 (10) C6-6 (10) C6-5 (10) C6-6 (11) C6-6 (11) C6-6 (11) C6-6 t12) C6-6 (12) C6-6 (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 tl) (1) (1) (2) t2) (3) t4) t4) (4) t5) (6) (6) C7-7 (7) C7-7 (7� C7-7 (9) C7-7 t10) C7-7 (13) C8-8 (1) CS-8 (1) l3) � C1-1.3 NOTICE TO BIDDERS: All of the leqal p�iblications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders, C1-1.4 PROPOSAL: The completed written and siqned offer or tender of a bidder to perform the work whicF� 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 publfcly 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 tfie Contract Documents, constitutes a bidder, C1-1.6 GENERAL CONDITIONS: The General Conditions are the usual construction and contract requfrements which govern the performance of the work so that it will be carried on in accordance with the customary procedure, the local statutes, and requirements of the City of Fort Worth's charter and promulqated ordinances. Wherever Conditions precedence 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 inEormation which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATZONS: 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 ��-� � 2 � � u[��4�G�I�� G?��G�D ��( ��G? � ° °'� �o c�G��b, �� ,,,, SECTION C1-1 DEFINZTIONS , . ,_ � C1-l.l DEFINITIONS OF TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are � used, the intent and meaning shall be understood and interpreted as follows: � � C1-1.2 �ONTRACT DOCUMENTS: The Contract Documents aze all of the wri ten 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 BZDDERS fSample) pART H - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMZTS/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 pro�ect as a supplement to the General Contract Documents and include the following items: �t PART A- NOTICE TO BIDDERS above r pART B - PROPOSAL (Bid) �, PART C - GENERAL CONDITIONS � PART D - SPECIAL CONDITIONS PART E - SPECZFICATIONS . PERMITS/EASEMENTS � pART F - BONDS pART G - CONTRACT tAdvertisement) Same as pART H- PLANS (Usually bound separately) � �, cl—� c�� PART C - GENERAL CONDITIONS C1-1 DEFINITIONS __—_ .. _ _ --- � �� D��UI�� ?[�C�� °�D E � � 0� ��1 '� I �o ��ao ��o C1-1.17 DIRECTOR OF PUBGIC WORKS: The duly appointed official of the City of Fort Wort�, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.I8 DIRECTOR, CITY WATER DEPARTMENT: mhe duly appointed Director of the City W�ter Deoartment of th� City of Fort Worth, Texas, or hi� duly authori2ed reoresentative, assistant, or agents. CI-1.19 ENGINEER: The Director oE Public Works, the Director of the Fort Worth City Water Department, or their duly autharized assistants, agents, engineers, inspe�tors, or superintendents, acting within the scope of th� particular duties entrusted to them. C1i1.20 CONTR�CTOR: The person, p�rsons, g�rtriership, comPany, firm, association, or corpor�tion, entering into a cantract with the Owner for the execution of the work, acting directly or through.a duly authorized representatiive. A sub-contractor is a per�on, firm, corporatian, or others under contr�ct with the princLpal contracto�, supplying labor and materials or vnly labor, for work at the site �f the project. C1-1,21 SURETIES: The CorporatP bodies which are bound by such bonds are required with and Eor the Contractar. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Cotttract and for any and all requirements as set Eorth in the Contract bocurnents �nd approved changes therzin.� C1-1.22 THE WORK OR PROJECT: mhe completed work contemplated in and covered by the Contract bocum�nts, including but not limit�d to the furnish�ing af a11 lab�r, mat�rials, tools, equipment, and incidentails necess�ry to produce a completed and serviceable project. C1-1,23 WOR�ING DAY: A working d�y is d�fined as a calen�ar day, not inclu8ing Saturd3ys, 5undays, a�d legal holidays, in which the weather or oth�r conditions not under th� control of the Contractor permit the perEormance of th� principal unit of work for a period of not less than sev�n (7) hours between 7:00 a.m, and 6:00 p.m., with 2xceptions as permitted in paragraph C7-7.6, C1-1.24 CALENDAR DAYS: A calend�r day is �ny day of the week or month, no days being e:�cepted. C1-1.25 LEGAL HOLIbAYS: Legal holidays shall be observed as prescribed by the City Council of the City of Fort Worth for ooservance by City employ��es as follows� , �,J��o�oa� ��G��a � ��—� � 4 � ��d�'� �L��G?��1� ��o u��'Ja �[��o � � � faithful following: � , � � � performance of the contract and include the a. Performance Bond b. Payment Bond fsee c. ?�.aiatananc� Bond d. Proposal or Bid to Bidders, Part (see paragzaph C3-3.7) paragraph C3-3.7) (see �a�a3raph G-3.ii i Security (see Special Instructions 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 eleinents of the project, including such profiles, typical cross-sections, layout diagzams, 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 o the Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. I 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 pe�form specific duties. Responsibility for fi,nal enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and governing body of the City of Fort Worth, Texas. � qualified C1-1.14 MAYOR: The officially elected Mayoz, 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. - �i � � C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. ; � f��G� OG�� G�� 1D : ci—� c 3 � ; �; 0�' �� G�L�1 ° �� ,' � �o � U:'I�U�i e ��r�o `� � � C1-1.27 CHANGE ORDER: A"Change Order" i5 a writ supolemental agreement between the O�tner and the Cor�trac covering some added or deducted item or ��ature which maI found necessary and which was not specific311y included in scope of the project on which bids w�re submitted. IncrE in unit quantities stated iri the propos�l �re not the.subj matter oE a ihange Order unless the incregse or decrease more than 25� of th� amount of the particul�e item br items the original proposal. All "Change Orders" shalL be prepar�d by the City f information as necessary furnished by the Contractor. C1-1.26 PAV�D STREETS AND ALLEYS: A paved st�eet or al shall be defined as a street or alley having one of following types of wearing surfaces applied over the n�tt unimproved sUrface: 1. 2. 3. 4. 5. Any type of �sphaltic concrete wi�h or with separate base material. Any type of asphalt surface treatmen�, including an oiled surface, with or with separate base material. Brick, with or without 5epar�te base material. Concrete, with or without separate base material. Any combination oF the above. C1-1.29 UNPAV�D 5TREETS OR ALLEYS: Att unpaved street, �1] roadway or ather su�face is any area except those defi above for "Paved Streets and Alleys." C1--1.30 CITY �TREETS: A city stre2t is defined as th�t % between the right-of-way lines as the �treet is dediC�ted. C1-1.31 ROADWAY: QaraLleL lines two (4'i feet back of exists. The roadway is d�fined as the area bet� (2'} feet baCk of the curb Lines ar f the average edge o� Qavement where no < C1-1.32 GRAVEL STREET: A qr�veL 3treet is any unp�ved sti to which has b�en added one or more applic3tions oE gravA] simil�r material other than tihe n�tural mat�riat fnund on street surface beEore any i�►provPmant was madP, ��!��OC�f�� J�'� , f� �,:-�`� ��rG� � e�� t -1 ( 6 ) ��o U�Iv �'��y �ISIA. , "� � ,� � � � � � � � � � �' AASHTO - � ASCE - � LAW - '� ASTM - � AWWA - l. 2. 3. 4. 5. 6. 7. 8. 9. I C1-1.26 ABBREVIATIONS: Wherever the herein appeaz in Contract Documents, shall be as follows: 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 in lieu of City Council 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 considez the calendar holiday as the holiday. � � New Year's Day M. L. Ring, J�r. Birthday Memorial Day Independence Day Labor Day Thanlcsgiving Day Thanksgiving Friday Christmas Day Such other days holidays as the may determine � ASA -_ HI � � Asph. Ave. Blvd. CI CL GZ Lin. lb. MH Max. �' � American Association of MGD State Sighway Transportation Officials American Society of Civil Engineers In Accordance With American Society of Testing Materials American Water Works Association American Standards Association Hydraulic Institute Asphalt Avenue Boulevard Cast Iron Center Line Galvanized Iron Linear or Lineal Pound Manhole Maximum C1�1 �� abbreviations defined the intent and meaning - Million Gallons Per Day CFS - Cubic Foot per .Second Min. - Mono.- $ - R - I.D. - Elev.- F - C - In. - Ft. - St. - CY - Yd. - SY - L. F. - D.I. - Minimum Monolithic Percenturn Radius Inside Diameter O.D. - Outside Diameter Elevation Fahrenheit Centigrade Inch Foot Street Cubic Yard Yard Square Yard Linear Foot Ductile Iron ; ' �,��Gu ��L� Gc�'►��G�� . i �� ' ��[��: G��1��1 � Il L'o �'�'�:'��p ��lNo �� forms or other oarts oE the Contract bocuments will be considered as approximate only and will be used For the � ourpose of comparing bids on a uniEorm basis. Payment will be made to the Contractor for only the �ctual qilantities of work performed �r materi�ls furni�hed in strict accordance with the "�i Contract Documents and PLans. The quantities of work to be performed and materials to be furnished m�y be increased or decreased as herein3Eter provided, without in any way invalidating the unit prices bid or �ny other requirements of the Contract Documents. �' C2-2.3 EXAMINATION OF CONTRACT DOCUM�NTS AND StTE OF PROJECT: � Bidders are advised that the Contract bdcuments on file with the Owner sha11 constitute all of the infarm�tidn which the Owner will furnish. All additianal informatfon and data which the owner will suoply after promulgation of the Eormal .J contract documents shall be issued in the form oE written addenda and shall become part oE the Contract Documents just � as though s�ch addenda were actually written in�o the original Contract Documents. Bidders are r�quired, prior to the filing oE proposal, to read � and become familiar with the Contr�ct Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other ,.; means as may be necessary to gain a complete knowledge of thz conditions which will be encount�red during the construction oE the project. They must judge for them�elves the � difficulties of the work and �11 attending circumstances aEfecting the cost oE doing the work or the time requi�ed for its completion, and obtain all information re�uired to make an � inteLligent proposal. No information given by the Owner or any representative oF the Owner oth?r than th�t cantained in the �ontract Documents and aEEicfally pramulg�ted addenda thernto, shall be binding upon the Owner. Bi�3ders shall rely � exclu�ively and solely upon their own estimates, investigation, research, tests, explorations, �qd other 3ata which are necessary for full and completP inEormation uoon � whic h the proposal is to be b3s�d. It ig mutualLy agreed that the submission of a proposal i5 prima-Ear_ie pvider�cP that the bidder has made the investigations, examinations and tests � herein required, Claims E�r addi�ional compens�tion due to variations between conditions actualty pn�ountered in construction and aa indicatad in the Contract 1�ocuments will � not be allowed. The Logs oE Soil Borings, if any, �howing on thp plans are Eor general inEor.mation only and may not be corr_Pct, NPither the = ;c��' �. I [' i' ��J°�I� ` rr cl � „"'�t+�'�� D;: `^ ��:U'U�� ' C 2— 2( Z) iur��' �c,�� e � e� IJCIIo VGG�,Utl�q �' � � � � � � ,,; � � � � SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTIG�N C2-2 3Y.T�P.P�ET �TI�^,.'I AI�^ �RLP:�2A� IJN v^f-' F�'i^vPOo�si. 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 pzoject to be completed, provide a space for f urnishing 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 execute�l and filed with the Director of the City Water Department one week pzior to the hour for o�eninq 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 on� (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 ii� seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been on projects �, completed not 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 f or the project and state that he will rent such additional equipment as may be required to complete the project on which he submits a bid. C2-2 . 2 II�TERPRETATZON OF QOANTITIES : The quantities of work and maters.als to be furnished as may be listed in the proposal � c2-2 c i � G^� �'��L��:,�i�'� �`:�'�LUG� ; �� '� ��[�'�G��l i _.G�a_ ''�'!G'��o �[�e � �� C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considereci unless it is del.ivered, accortpanied by its proper Bid � Security, to the City Manager or his representative in the official olace of business as set Eorth in the "Notice to Bidders." It is the Bidder's sole r�sponsibility to deliver � the proposal at the proper titn� to the proper place. The mere Eact that a proposal was dispatched will not be considered. The Bidd�r must have the pr000s�l 3ctually deliv�red. Each proposal sha11 b� in a sealed envelope plainly marked with the .�r word "PROPOSAL," and the name or d�scription of the project as designated in the "Natice to Bidders." The envelope shall be addressed to the City Manager, City H�11, �'ort Worth, Texas. � C2-2.8 WITHDRAWING PROPOSALS: Proposals aCtu�lly �iled with the City Manager cannot be withdrawn prior to the time set for � opening proposals. A request for non-consideration of a proaosal must be made in writing, �ddressed to the City Manager, and fiLed with him prior to the time set for the `� opening af proposals. AFter �Il proposals not requested For ,.� non-consideration are opened and �ublicly re�d aloud, the proposals for which non-consideration r�quests have been properly filed �, at the option of the Owner, be returned � uno�ened. C2-2.9 TELEGRAPHIC MODIF�CATION O�' PROPOSALS: Any bidder may � modify his pro�osal by telegraphic communica�ion at any time prior to the time set Eor opening proposals, orovided such telegraphic communication is rec�ived by the �ity Manager prior to the said proposal opening time, and prbvid�d further, � thar the City Man�ger is satisfied that a writt�n and duly authenticated confirmation of such telegraphic co�nmunicatian over the signature oE the bidder wa� mailed prior to the � proposal openin� time. If such conEirmation i� not received " within forty-eight (48) hours after the pr000s3l o�ening time, no Eurther consider�tion wi11 bP given to the proposal. C2-2.10 PUBLIC OPENING OF PROp05AL: Proposals which have been properly filed and Eor which rto "'Non-cortsid2r�tion Request" has been received wi11 be publicl� opened and read aloud by the City Manager or his authvri2ed represcntativp at the tiine and place indicated in the "Notice to Bidders." All proposal� which have baen opened and read wilt remafn on Eile with the Owner untit the contract ha.� been award�d, gidders or their authorized representatives arp irivited to be pr�Sent for thP opening oE bids. C2-2.11 IRREGULAR PROPOSALB: pr� oSA19 ghS11 b� r � being "Irregular" if they sho�r any omissions, �Lt°nsidered as £orm, additions, or condition5 not c�lt?d ��r rations of � alternate bids, or irr�gul3ritiey oE any +tind, ' unauthoriz�d �ver, the . ^ h '1; �'�i ��,n . , ' J ,_I`, � U �j �,i ,,, L ,�`� � � 2- 2( 4) i� G�u �c��°, U� t e�1� � . IiU.�J��1111Up�' ' , � � i � a"4 � � 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 x.�, Proposal on the form furnished by the Owner. All blank spaces � appli�4ble to thz pzojcct containc3 ir, �h� form snall De 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 (he�) 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, an d the proposal must be signed by a member of the firm, association, or partnership, or by a person duly authorized. Zf 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. r �'1 � L�l 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 guazanty 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 hid security of all other bidders may be returned promptly after the canvass of bids. � _ � ';; J��,�;0,� ti r�,�,u; j�p,� � • , � U v 1T�_� d: �� U�1 c�� G�151�� e� U�1 C2-2 ( 3 ) �0 17uN,�l�"'�Wp ��Wo ', � � � pwner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of the City. Tendering a proposal after the closing hour is an izregularity which•cannot be waived. ��-2.12 DZSQL'AL�•FI�hTZ0:7 �� B��ERS: Bi3dets may be" •� disqualified and their proposals not considered for any of, but not limited ta, the following reason: a. Reasons for believing that collusion exists among bidders. b. Reasonable grounds for believing that any bidder is interested in more than one proposal for work '�� contemplated. c. The bidder being interested in any litigation against the Owner or where the Owner may have a �� claim against or be engaged in litigation against the bidder. *� d. The bidder being in arrears on any existing contract oz having defaulted on a previous contract. e. The bidder having performed a prior contract in an ' unsatisfactory manner. f. Lack of competency as revealed by the financial `°� statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. ` g. Uncompleted work which, in the judgment of the ..:., Owner, will prevent or hinder the prompt, completion of additional work if awarded. - h. The bidc3er not filing with �the Owner, one week in advance of the hour of the opening cf proposals the following: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. A current experience record showing especially the projects of�a nature similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. L � U��O'GO�� U°�� ":L��Gj ° °�( � [�� r �,�� N�p �[�o CZ-2�5� The Contr�ctor sha11 post the required notice to that effect on the project site, and, at his request, wi11 be provided assistance by ttle City of Fort Worth's Equal Fmployment Officzr who wi11 refer any qualified �pplicdnt he may have on file in hi� office to the Contractor. Ap�ropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHb��WAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be wi�hdrawn by th� Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3.5 A�ARD OF CONTRACT: mhe Own�r reserves the right to withhol�final action on the proQosals �or 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 awar�ee... The award �f the contract, if an �ward is ma��, will be to the lowest and best responsible bidder. The award of the contract shall n�t become e�fective until the Owner has notified the Contractor in writing of such awar3. C3-3.6 RETURN OF PROPOSAL 5ECURI�IE5: As Soon as praposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return rhe proposal security which accompanied the proposals which, in its ju�gment, would not be considered for the award. All other oroposal securities, usually those of the thr�e Ldwest biflders, will be retained by the Owner until the requir�d contract h�s been executed and bond furnished or the Owner has otherwise diaposed of the bids, after which th�y will be r�turned by the City Secretary. C3-3.7 BONDS: With the execution and d��ivery of the Contract Documents, the Contractor shall furni9h to, and file with t�e Owner in the amounts herein required, th� Eollowing bonds: a. PERFORMANCE BOND: A good and sufEicient performance bond in an amount not Less than 100 percent oF the amount ��E the contract, as evid�nced by the proposal tabulation or otherwise, guaranteeing the full and f�ithEul execution of the work and performance oE the contr�ct, and for the protection of the Owner and a11 �ther persons against damage by raason of negligence of the Contractor, or improper execution of the work or the use of inE�rior �aterial�. This performance C 3 - 3 ( 2 ) �' ;!U��G;:�� '.�,'��i�;.'V ��` ��+��G?f�G��l �a ��lrl��9 �❑(l�o � . �-� � � �� PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been � opened and read aloud, the proposal�s 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 M'ZNORITY 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�.Enterpzise (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 f iles 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 3isqualification 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. :3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall � �omply with Current City Ordinance prohibiting disczimination in employment practices. 1 0 ; �� 0� 0�� G�:'��G� �� 0� �� G��l � C 3- 3 t 1) _ ,��a u�J��lr��p ��o � new surety satisfactory to the Owner, No payment will be made under the contract until the new surety or sureties, as required, have qu�lified and have been �ccepted 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 0� CONTRACT: Within ten (10) days after the dwner has by appropriate resolution, or otherwise, �warded the contract, the Contractor shall execute and fi1� with the Owner the ContraCt and such bonds as tnay be required in the Contract Documents. No contract shall be binding upon the owner attested by ttie City 5ecretary, approved legaLity by the City Attorney, �nd �xecuted either the Mayor or City Manager. until it has been as to forcn and for the Owner by C3-3.9 FAILURE TO EXECUTE CONTRACx: The failu�e of the Awardee to execute the required bond or bonds dr to sign the required contract within ten (10) days aftcr the contract is awarded shall be considered by the Owner �s an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market pric�s of material �.nd labor, aad it being impracticable and df�ficulti to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute sait� bonds and contract within ten (10) days, the proposal security accompanying the propos�l sh�ll be the agreed �mount of damages which Owner will suffer by reason o� such �ailure on the part of the Awardee and shall ther�upon icnmediately be forfeited to the Owner. The filing oF a proposal will be consid�r�d as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contra�tor Sh�11 not commence work until authorized in writing to db so by th� Owner. Should the Contractor fail to cptnmence work a� the site of the project within the time stipulata_d in the written �uthorization usually termed the "Work Order" or "�roceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set �arth in such written authori2�tion, co►Yunence the physical execution of the contract. C3-3.11 INSURANCE: The Contractor shAll not commencP work under this contract until he has obt�ined a11 the insurance required under the Contract Documents, $nd such insurance has be�n approved by the Owner. Th� �rime Contracror shall be responsible for delivering to the Owner th� sub-contractors' ,, i UL,�� J.L,,L tl �� ;�I�'Ir��G�:� ' ' ' , C 3- 3 ( 4) '�� U U U�c�� l� �,US u � �1�, �!�c'��i q ��. � ... � � � "1 � � '� � � � � L__: � bond shall guarantee the payment for all labor, � materials, equipment, supplies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above � stipulated are accomplished and final payment is made on the project by the City. � � � b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation ar otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.10. �, 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, f ull and f aithf ul payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by Eouse 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 wozk provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as ' above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which are at the � time in default or 'delinquent on any bonds or which are interested in any litigation against the owner. All bonds � shall be made on the forms furnished by the Owner and shall be � executed by an approved surety company doing business in the '" City of Fort Worth, Texas, and which is acceptable to the „� owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of � acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly � executed by both the Contractor and Surety Company. � Should any surety on the * at any time by the Owner, to that effect and the � � contract be determined unsatisfactory notice will be given the Contractor Contractor shall immediatel_y provide a ��.;�!�si �J'�U'�" �'' r � D ��fru�D r. � � . -� . � �. 1r�b � �; '� ��'U�' � �;: �l � �� (?4 I101fr,r�onn nr�ne C� � 5. Builder's risk (where above-ground structures are involved). ' 6. Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE -$ODtLY INJU�tY ANb PROPERTY "'" DAMAGE: Th� Cont�actor sha11 procure �nd tnain�ain, during th� life o� this Contr�c�., Comprehensive � Automobile Liability insurance in �n amount not less than $250,000 for injuries including accid�ntal death to any ane perso� and subject to '� the same limit for each persan an amount not Iess than $500,000 on account of csne accident, and automobile property dartage irtsuranc� in an amount not less than $100,000. � e. SCOPE OF iNSU�tANCE AND SF��CIAL EIAZARb: The insurance required under the �6ott� par��ra�hs shall � provide adequ�te protection for the Contr3ctor and his sub-contractors, �'espectively, against damage cLaims which may arise from operatfons under this �^+ �ontract, whether �uch oper�tions be by the insured or by anyone directly dr indirectly employed by him, an3 also ag�inst �ny of th� �'ollbwing special , hazards which may' be ec�countered ih the performance of the Contract. '� _ ___ _ �_._ _ � _._ _ ■ f. PROOF OF CAR�tIAG� 0� INSURANCE: '�he Contractar shg11 furnish the dwner with sa�isfactory prooE of coverage by insurance requir�d in these Contiract Documents in amounts and by c3rriers satisfactory to the Owner. (S�mple att��hed.l All insurance requirements made upon the Cc�ntractor shall apply to the sub-contractor, shoutd the Prime Contractor's insurance not cover the sub-contractor's work o��r�tions. q. LOCAL AGENT FOR �NSUi2ANCL „ANC7 �ONDING: The insurance and bondinq compgni�s witih whom the Contractor's insurance �nd perform�nce, �ayment, maintenance �nd all such other l�dnds are written shall be r�presented by an agent or agents having an offic� Zocated within thp city limits of the C3�3 ( 6 ) „J��C01��Ll�1e�� . � �v� ti' ��'G°�� 'Q�( . ��`�.�� J`�'��,►� ��, � � � � � � L� L� L certificate of insurance for approval. The prime con�ract�r shall indicate on the certificate of insurance included in the documents for execution whether or not his insurance covers sub-contractors. .It is the intention of the Ownez that the insuzance coverage required herein shall include the co�:erage of a?1 sub-cc^t=a��ars.• a. COMPENSATION INSURANCE: The Contractor shall maintain, during the iife of this contract, Workers' Compensation Insurance on all of his employees to be engaged in work on the pzoject under this contract, and f or all sub-contractors. In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workers' Compensation Statute, the Contractor shall provide adequate employer's general liability insurance f or the pzotection of such of his employees not so protected. , b. COMPREEENSIVE GENERAL LIABILITY ZNSDRANCE: The Contractor shall procure and shall maintain during the life of this contract Contractor's Comprehensive General Liability Insurance tPublic Liability and Property Damage Insurance) in an amount not less than $500,000 covering each occurzence on account of bodily injury, including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy covezage. . c. ADDITIONAL LIABILITY: The. furnish insurance as separat� additional endorsement above-mentioned policies, and in Contractor shall e policies or by to one of the the amount as set f orth for public liability and property damage, the following insurance: � � . � 1. 2. Contingent Liability tcovers General Contractor's Liability for acts of sub-contractors). Blasting, prior to any blasting being done. 3. Collapse of buildings oz structures adjacent to excavation (if excavations are to be performed ad�acent to same). 4. Damage to underground utilities for $500,000. � � C3-3 (�) I ''J�� u�� '[�C�GQ� ` �C�'�f ��r�G�[�Q� ' �o �1'IV�:'�W� �151n1� � � inatter a5sociated such as maintaining adequate and appropriate insurance or security coverage Eor the project. Such local � authority for administration of the work under the Contract shall be maintained until a11 business transactions executed as part of the C�ntract 3re complete. '"� Should the Contractor's principal b�se of operations be ot�her than in the �drt Wort!�-0allas metropolitan area, notification of the Contractor's assignment oE loc�l authority shall be � made in writing to the Engineer in advance of any work on the project, all appropriately signed �nd g�a1Pd, �s applicable, by the Contractor's responsible oFficers with the � understanding that this written assignment oE �.uthority to a local representative shall become p�rt o� th� project Contract as though bound directly into the proj�ct documents. The � intent of these requir.ements is that aIl m�tters associated with the Contractor's administr�tion, whether it be oriented in furthering the work, or other, he governed clirect by local � authority. This same requirement is imposed on insurance and � surety coverage. Sho�lLd the Contractor's local represent�tive Fail to perform to the satisfaction oE �ngineer, the Engineer, at his sole discretion, may deinand that such local ,�i representative be repiaced and the Rt�ginp�r may, at his sole �� discretion, stop all work until � new local authority satisfactory to the Engineer is ass�gned. No credit of � working time will be for periods in whiCh work stopQages ar� in eFfect Eor thiS reason. C3-3.15 VENUE: Vanue of any �ctir�n hereinutnder shall be •� exclusively in Tarrant County, Texas. � II � � � � ��Q�GD� � �'��'�� p ":-�l�U' ��'vr�n°��-j��e�/V/ i v C3-3 �O� �lia��!°""i�L`7tlV� ' � � � � City of Fort Worth, Tarrant County, Texas. Each such agent shall be a duly qualified, one upon whom A service.of process may be had, and must have , authority and power to act on behalf of the insurance and/or bonding company to negotiate and � settle with the City of Fart warth, or any �ther � claimant, any claims that the City of Fort Worth or other claimant or any property owner who has been damaged, may have against the Contractor, � insurance, and/or bonding company. If the local insurance representative is not so empowered by the insurance or bonding companies, then such authority �' must be vested in a local agent or claims officer ,; residing in the Metroplex, the Fort Worth-Dalla� area. The name of the agent or agents shall be set •y forth on all of such bonds and ceztificates of �.1 insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the � Contractor shall pay for all materials, labor and services when due. � C3-3.13 WEERLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on.the project at the site of the project shall be furnished to the Owner's representative within s ev en (7) days af ter the close � of each payroll period. A copy or copies of the applicable minimum wage rates as set forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the � project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates � shall be the zesponsibility of the Contractor. � �( L� C3-3.14 CONTRACTOR'S CONTRACT ADMINZSTRATION: Any Contractor, whether a person, persons, partnership, company, firm, association, corporation or other who is approved to do business with,and enters into �a contract with th�e City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or he may delegate his Projec* Superintendent) with full authority to transact all business actions required in the performance of the Contract. This local authority shall be made responsible to act for the Contractor in all matters pertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle all material, labor or other expenditures, all claims against the work or anv other ; '��-��".� b`_��J�l�.' : C 3- 3 ( 7) I�� Uf �r��:: U�� IVn1W� � f�a VV�JVl�UUp �`VWo waiving or invalidating any conditians or provisions oE the Contract Documents. Variations in quantitiPs of sanitary sewer pipes in depth categories, shall be interpr�t,�d herein ��$ 3pplying to tn� overall quantities or sanitary sewer pipe in each pipe size, hut not to the various depth categorfes. C4-4.4 ALTERATION OF CONTRACT 170CUMENTS: Hy Change Order, the Owner reserves the right to make such ch�ng�.� in tne Contrac� Documents and in the character or quantitie5 oE the work as may be necessary ar desirable to insure completioh in the most 5atisfactory manner, provided such ch�nges do not mat:�riatty alter the original Contrart Documents or cha�nge the general nature of the project as a whole. Such changes shalt not be considere3 as waiving or invalidating any condition or orovision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made nec�ss�ry by chan�es and alterations oE the Contract Documents or of quantities or for other reasons for which no priceg :�r� provided iZ the Contract Documents, shall be defined as "Extra '►�ork" and sha11 be performed by the Contractor in accordance with ti�ese Contract Do�uments or au��roved additions thereto; provided, however, that beEore any extra work is begun a"Change Order" sha11 be �xecuted or aritten order issued by the Owner to do the work for payments or crec�its as shaLL be d�termined by otie or more combination of the Eollowing m��thods: a. � Unit bid price pr�viously ap(�roved. An agreed lumP 5um. r_, The act�al r_easonabtP cost of (L) t�bor, (2) rental of equipment u5ed on the ex�ra work Eor tiiP time so usad �t Associ3ted ��ener�l Contractors oF America current eq�iip[n�nt �ent�l r�tes; (3l materials entering per�nan�ntly into the �roject, 3nd (�) a�.tual cost oE ins�iranc?, bond�, and s�cial 5ecurity as de��r.nined by the Ownnr, ;�lus a fixed fee to oe agreed upon buL- not tu �xceed 10$ oE tiie actual cost of guch ex`ra wc�rk. 'Che Eixed f:e i.� not to inclu�ie any a�jditional proEit ro the Contractor for rantat :�E equipment own��i �y him and used Eor tne extr� work. Th�� f. �F� sh�11 oN f u 11 and co�npl?te ^omp�n3.-�tion to r_a��r the cost oE suo=_rintendenc?r OV?C�1�33�, �ther Pr�f.it� �etl?C31 :�nd al. t other. •?�:(��n9r-' not inctude:i i� ( t), ( 2), i3;, anc: (4) �'�ov"-. TnP ��ntr�ctor shall keeg acc-ur�t� cost r�c:ord� on th� `�rm a,�d i�i th� m�tno�� q r �� EL�C��?G `�, II r��1i' ��ir�;�� ; I�;. �, �,�j��'��UUp �15W. I r_�-4 tZ� � � L� � ■ � L� PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK S�CTION C4-4 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCUMENTS; It is the definite intention of these Contract Documents to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, speeial services, and incidentals necessary to the prosecution and completion of the project. C�-4.2 SPECZAL �ROVISIONS: 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 groposed work which is not covered by these Contract Documents, then "Special Provisions" covering all such work will be prepared by the Owner previous to the time oE receiving bids or proposals for s�ich work and furnished to the Bidder in the form of Addenda, All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserVes �' the ri ht to alter the 9 quantities of tl�e work to be performed � or to extend or shorten the iR�provements at any time when a:�d as found to be necessary, and the Contractor shall perform the , work as altAred, increased or decreased at the unit orices. Such incXeased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. �, When such changes incr�ase or decrease the original quantity of any item or items of work to be done or materials to be '" furnished b� the 25 Qercent or [nore, then either party to the contract shall upon written request to the other party Ae �` entitled to a revised consideration upon that portion of tne �ir work above or 'oelow the 25 oercent oE the original quantity stated in the pr000sal; such revised consideration to be determined by special agreeme:�t or as hereinafter provided for � "Extra Work," t�o allowance will be made For any cnanges in anticipated orofits nor shalt such c`�anges be considered as �� ` � ��`��G�l�� '[�C��G'D ; �-4 —4 � � � ' ��0 V ��G?��°�� `. � (�o �G `�'�In ��. sha11 be presented also a composite graph showing the anticioated progress �f construction with the time being plotted horizontally and the percentage aF comnletion plotted. vertically. The or�3ress charts sha1l be prepared on 8-1/2�� x 11" sheets and at I?ast five b13ck or blue line prints shall be furnished to the Own�r. C4-4,7 PROGRE55 SCHEDULES FOR WATER AND SEWER PLANT FACILITI�S: Within ten (10) days prior to submission of first monthly progress payment, the C�ntractor sha11 prepare and submit to the Owner F�r approv�l six copies of the schedule in whiCh the Contractor prvposes to carry on the work, the date of which he will st�rt thb several major activities (including procurement oE materi�ls, plans, and equipment) and the cantemplate� dates For completing the same. The schedule sh�11 be in the f�rm of � time schedule Critical Path Method (CPM> netwo�k diagram. As the work progresses, the Contractor shall ant�r on the dia�ram the actual Qrogress at the end of each parti�l payment period or at such intervals as directed by the ��gineer. The Contractor sha1l also revise the schedule to reflect any a3justments in contr�ct time �pbroved 'oy the �ngineer. Three copi�s of the updated schedule sh�11 be �elivered at such i�tervals as dir�cted by the Owner. As a�inimum, the construction schedul? shall incorporate all work ?lements and activities indicat�d in the Qroposal and in the technical specifications. P-rior to the Final drafting oF the 3etailed eonstruction schedute, the Contractor sha11 review the draft sch�dule with the Engineer to ensure the Contractor's understanding oE the contract requirem�nts. The f�llowi�g guideli�es sh�ll be a3tter�d t� in pr�oaring the construction schedule: a. Mi les tone dates and f f na 1 pro ject corn�leti��n tiates sha11 be d?vetoped to conE�rm t� �ime constrai�ts, sequencing requirements and comoletion time. b. The construction procer� sh�11 be divided into activities with time c�urations o� approximately fourtuen (14) days and constru�tion v3lues not to �xceed $50,000. F'�brir�rion, d�livery and slbmi`t.al 3ctivitiPs �r� exce�tior►s to this guideline. C4-4 (4) u��O'G��d �?��U�@ CD ti� ��G�� ° °�� o �ICJ�:'�a, ��. � � � � � � L'� � � suggested by the Owner and shall give ti�e Owner access to all accounts, bills, vouchers, and records reldting to the Extra "vVork, No "Change Order" shall become effective until it has been approved and signed by each of the Contracting parties. Na claim for Extra �Vork of any kind wil� be allowe�3 unless oXdered in writing oy 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 makz written request to the Engineer fUr written orders authorizing such Extra Work, prior to beginning such wark. Should a diEferencP arise as to what does or does not constitute Extra Work, or as to the paymenk thereof, and the Engineer insists uQon its performance, the Cpntractor shall proceed with the work after making written,request foz written orders and shall keep an accucate account of the actual reasonable cost thereof as provided undzr method (Item C). Claims for extra work will not be paid unless the Contractor shall file his claim with the Ownzr within five (5) days before the time for making the first estimat� after such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon the said Extra 'vVor�c. The Contractor shall furnish the Owner such installation records of all deviations from the oric�inal Contract Documents a.� may be necessary to enable the Owner to nrepar� for permane��t record a corrected set of plans showing thP actual inst�llation. ' � The comp�n5ati��n agraed upon f�r '�xtra work' whether �r not � iniiti3ted by a'change order' shall be a full, c��mnlet� :�n3 Einal �ayment for a11 co5ts Contractor izc�irs as � r�sult or � r�lating to the change or extra work, whPther said costs .�ie kr.own, �inknown, Eoreseen or unforeseen at that time, inclsdi�g wit�nut limitation, any costs For delay, extended ov�rh�a�3, � ripple or impact cost, or any otner �EEect on changed or � unchanged work as a r�sulk or the �'�a�1gP or axtr� wor'�c, � C4-4.6 SCHEDULE OF OPERATIONS: BeEorz commencing any wor_�c "' under this contract, the Contractor shall submit to t}le Own�r #�r and receiv� the Own�r'� an�roval thereof, a"Sch�duln �� Op�rations, sl�owing by a str.3ight tin�� method the date of ,� � co�nmancing and finishi�g each oE the major el�rn�=nt5 oE rhe cont�act. T��er�� sh�lt be als� s�iown t�� es� imatt�rl mont`►ly COjt. OE WOC�iC fUC W�'11c"1 F?'i.`.L�Cldt.'?S 3C? t0 be �X��'�f?��, `i'(7-L'"'? � L� "��U�I�� G��:�� ?��U °�� — � c 3 � , �i J � 'u ��'G� � ° �1� �i J�SUlltlp Il�o �� 9. Ooerational testing. 10. Einal ins�ection. � If, in the ooinion of the �wner, work accomplished Ealls �behind that scheduled, thP Contractor shall take such action as necessary to improve his progress. In addition, the Owner may requirz the �ontractor to 5ub�niL- a revised sched ule demonstrating his �rogram an�3 proposed plan to "� make up lag in scheduled Qro�re.�� and to i7sure compl�tion of the work within the contract tim�. If the �wner finds � the oroposed plan not acceptablA, h� may rPquire the «+� Contractor to incrzas` the work force, �he construction olant and equipment, the number of w�rk shi�ts or the "�1 �vertime oper3tions without additional cost to the Owner. Failure of the Contractor to comply with these r�quirements . shall be considcreci �grounds For 3etermination by tile Owner that the Contractor is tailing to �rose�ute the work �vith '� such diligenc� as witl insurp its compl�tian wit'nin the time soeciEied. � � , � � � � ' __ � ��I�ru��i��u �'�L'�� - � � 4-� ( 5) ��G��U e,�� U� ' c�� =' =�q q�. � � � � � � � c. �urations shall be in calendar days and normal holidays an3 weather conditions over the duration oE the contract shall be accourited for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. Float timP is defined as the amount of time between the earliest start 3ate and the latest start date of a chaia of activities of the CPM construction schedule. F]:oat time is not For the exclusive use or benefit oP either the Contractor or the Owner. f. Thirty days shall be used Eor submittal r�view unless otherwise specified. The construction schedule shall as a minimum be divided into general categories a� indicated in the Proposal and Techn,ical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximat�ly fourteen (14) days duration. For each general category, the constriiction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For aach of the tra�es or subcontracts, the con�truction � schedule sha11 indicat� the following orocurzment;, construction a�3 oreacceptance activities a�d events i� their toqi,�al sequence for equipment and mat�rials, � 1. 2. ' 3. � 4. 5, � � 6, � �. 8. � � Preparation an3 tr.ansmittal of submittals. Submittal revi�w oeriods. Sho� Eabrication and detivery. Er=ction or inst311ation. Tran�mittal oE manufact�.�r�r's oper,3tion and maintenance instructions. Installe�i equi�ment and rnat�rials t�s�ing. Own�r's ooer.3t�r instruction (if apr�licai�ta), Final insoection. �'4-4 ( S ) '��' C�UU'GOG�� G��C�� °�� '' ' ��I U Uf �1�� USI51VtdU� U ; �r�e ULIi��C:fUUiIP U��o � _._ ....,�-_ . - , . .; , . � , C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract � Documents are made up of several sections, which, taken together, are intended to describe and provide for a complete ^� and useful project, and any requirements a�pearing in one of the sections is as binding as though it occurred in a11 sections. In case of discrepan�ies, figured dimension shall govern over scaled dimensions, plans shall govern ov�r specifications, special conditions shall govern over general '�" Conditions and standard specifications, artd qu�ntities shown on the plans sha11 govern over those shown in the proposal, "� The Contractor shall not take advantag� o� �ny apparznt error rJ or omission in the Contract bocuments, 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 sha11 immedi�tely call this condition to the attention of the Er►gineer, Ia the event oE a r conflict in the draw"ings, specificatians, or other portions of �' the Contract Documents which �tere not reported prior to the award of Contract, the Contractor shall be deemed to h�ve � quoted the most e�tpensive resolutiori of the conflict. C�-5.4 COOPERATION OF CONTRACTOf2: mhe CbntraCtor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at alI times one set of such Contract Doc�ments. The Contract shall give to th� worlc the constant attenti�n � necessary to facilitat� the progress therec�f and shall cooperate with the Et►gineer, his insp�ctor, and other ~�+ Contractors in every possible way. The Contractor shall at all times h�ve competent personnel available to the project site for proper p�rformance of the work. The Contractor shall provide and maintain at al1 times at the site oE the p�oject a competent, �nglish-speaking superintec►den� �nd an assistant who ara fully �uthorized to act as the Contractor's agent an the work. Such superintend�nt and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fu1fi11 instructions fram the Owner, the Engineer, or his authorized representatives. Pursuant tc� this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act �s the iontr'actor's ag�ent on the wor'K. Such assist�ctt project suQerintendent shall be a resident of Tarrant County, m�xas and shall be subject to call, as is the project Superintendent, at any time of the day or night on any day of th� weQk on which the Engineer cletermines that circumstance� requir� the presence on the �roject site of a rzpresentative oE the Contractor to � �I,I��I�,-i �l', '�� i li'�4'�� rl � u �'�.�,{1ir�:a. U'i��vit�_� � S-5 � z, �: 0�'ti� ��G� °` ��v� �� Y UJ ��.!IIYY� YL:74Y� , .� �.i � � � � � � L� �ART C - GENERAL CS-5 CONTROL OF MATER ��1LS CQNDITIONS WORR AND �� , SECTION C5-5 CQNTROL OF WQRK AND MA�ERIALS C5-5.1 .AU��O�t�TX OF ENGINEER: The wc�rk shall be �erfortned to the sat�sfact�o� of the Engzneer and i.n strict compliance with the Contract Documents. He shall decide all questio�s which arise as to the quality and acceptability of materia�s fu�'nished, work performed, rate of progress of the wozk, c�verall sequence of th� construction, interpretation of the Co�tr��t Aocumer�ts, acceptable fulfillment of the contract, cQmpensation, mutua� rights between Cpntractor and Owner under �hese Contzact DocumentS, supervisiQn of the work, resumption o� operations, and all other questions or disputes which may axise. �ngineer will not be responsible for Contractor's means, meth4ds, techniques, sequences or procedures of construction, or the safety precaut�on and programs in�ident thereto, and he will not be responsible for Contractor's failure to perfqrm the work in accordance with the contract documents. He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any su�h matters, the �ngineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a w�itten decision on the matter in controversy.� C5-5,2 CQNFpRMITX WITH P�,,��]S: The finished project in all cases shal�. conform with li�nes, 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 tl�e Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. � � --- -- - __ --- I °� I�I�V� �/�d �'��.�J�� M ! ��1 ��G��?� � C5-S «� (�, �r��o ��. . � � � These stakes or markings shall be set sufEiciently in advance � oF constructfon operations to avoid delay, Such stakes or markings as may be established Eor the Contractor's use or � guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Enc�ineer, any stakes or markings hav� been careles�ly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing s�uch stakes or marks � against the �ontractor, and the fu111amount$willlbeededucted from payment due the Contractor. � C5-5,8 AUTHORITY AND DUTIES 0� CITY INSPECTOR5: City "7 Inspectors will be autho�ized to inspect al1 work done and to be done and aIl materials furnished. Such inspeCtion may extend to all or any part of the work, and the preparation or manufacturing of the mat�rials to be us�d or �quipment to be installed. � City Inspector may be st�tioned on the work to report to the Engineer as to the progre5� c�f the work and the � manner in which it is being performed, to report ariy evidence that the materials being furnished or the work being performed � by the Contr�actar fails to fulfill the requirements of the Contract Documents, and to call th� �ttention of the Contractor to any such failure or other infrinqements. Such � inspection�or lack oF inspection will not relieve the Contractor rom any obZigation to per�orm the work in accordance with the requirements of the Contract Documents. In case �f an�x dispute arising betw�en the Contractor and the � City inspectbr as to the materials or equipment furnished or the manner of perForming the work, the City Inspector will � have authori�ty to reject m�terials or �quiQment to suspend work until the question at issue can be referred to and be decided b y p y�he Engineer. The Cit Ins ector will not, however, be authorized to revokp, �lter, �nlarge, or rele�se any requirement of thes� Contract bocuriments, nor. to aQprove or . accept any portion or section of th� work, nor to iss�e any � instructions contrary to the requirements of the Contr�et Documents. He will in no case act �s superintendent or � foreman or,oerform any other duties for the "� interEere with the management or operation o�Ctherworkr' or will not accept from the Contractor any compensation in any � form for performing any duties. ?'he Contractor shall regard and obey the directions and instructi�ns oE the City Inspector or Enginezr when thP same are consistent witll the obligations of the Contr`act �ocurnents, �Yovided, howev�r� Should tlte � Contractor ob�ect to any �rders or instr�ictions of the City Inspector, the Contr�ctor may within six days make aritten a�p2a1 to the Engineer for �is d�cisicn on the matter in /� controversy, " ^ _ ^ �y��U�� ,��(�5��` C 5- 5 ( 4) v�,;.UU�I d��U��s'ur"�� . �,�C)G`'�9��° � � � � adequately provide for the safety or convenience of the traveling public or the owners of property across which the project extends or the safety of property contiguous to the project routing. The Contractor shall provide all facilities to enable the ~ Engineer and his insnector to examine and inspect the � workmanship and materials entering into the work. � � � � � IN � � C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or �ngineer, a conditi�n of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal request made by t:�e Owner or Engineer to alleviate the emargency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the�entire costs for sueh remedial action, plus 25$, from any funds due the Contractor on the project. CS-5.6 FI�LD OFFICE: The �ontractor shall provide, at no extra comQensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed,, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. C5-5.7 CONSTRUCTION STAKES: The City, through its Engineer, �"~ will furnish the Contractor with all lines , grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and � lines, grades and measur?ments will be established by means of stakes or othar rustom�ry method of marking as ma� be found consistent with goo3 practice. � � ��6�c�� C��G�D � �' � ��1`l � L�� G��1�� c�5-5 � 3 � � �Uo UL'V�I�UU9 �l7Wc ' � � substitute Erom that speciEied and indicating available �� maintenance service. No substitute sh�11 be ordered or installed without the written.approval of Engineer who will be ,� the judge oE the equality �nd may require Contractor to furnish such other data about the proposed substitute �s he considers pertinent. No substitute shall be ordered or installed without such perform�nce gu�rantee and bonds as ' Owner may require which sh�ll be furnished �t Contractor's ,,,� expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone dire�tly or indirectly employed by � either aE th�m from and ag�icist the cl�ims, damag�s, losses and expens�s (including attorneys fees) arising out of the use of substituted materials or equipm�nt, r CS-5.12 SAMPLES AND TESTS OR MATERIAr.S: Cnih�re, in the opinion <- of the Engineer, or as called for in the Contract Documents, tests of materials or equipment �re necessary, such tests will ' be made at the expense of and paid �'or direct to t�e testing „� agenCy by the Owner unless oth�rwi$e speciFically provided. The failure oE the Owner to make any test� df m�terials shall be in no w�y relie�te the Contractor of his responsibility of � furnishing materials and equipcnent fully conforming to the requirements of the Contract Documents. Tests artd s�mpling of materials� unless otherwis� sp�rifi�d, will be made in � accordance with the latest m�thods prescribed by the American Society For Testing Materi�ls or specific requirements of the Owner. The Contractor shall provide such facilities as the Y� Engineer m�y require for collecting and forwarding samples and shall not, without specific written permissian of the Engineer, use the m�teri�ls represented by the samples until „� tests have been made and th� materi�ls approv�d for use. The Contractar will furnish adequate samples without charge to the Owner. In case oE concrete, the aggregati�s, desi�n rtinimum� and the „,� mixinq and transporting equipment shall be approved by the Engineer before any concr�te is placed, �nd the Contactor � shall be responsible for replacing any concrete which does not meet the requirements oi th� Contract Documents. Tests shall be made at Ie�st 9 days prior to the placing oE coticrete, using sartples from the same �ggregate, cement, and mortar � which are to be usAd later in the coneretP. �hould the source oE supply change, new tests shaL1 be ma3p pri�r to the us� oE the new materi�ls. C5-5.13 9TORACE OF MATERIALS: A11 matArials which are to be � used in the construction operation �hall bp stored so as to insure the preservation of the quality and fitness oE the work. '� When directed by the Engine�e, they sha11 b� placed on wooden platforms or other har3, C1ean durable surEaces and not on the ,..� � �r�;'%��GO�� G��'J`'D � � C 5- S ( 6) Ivr I�' ��r e115 uWUS U � � c� ' (��. �oG�:�N�a �C�. � � � 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 raquirements of the Contract Documents. If the Engineer so requests, the � Contractor shall, at any time before acceptance of the work, � remove or uncover such portion of the finished work as may be � directed. After examination, the Contractor shall restore said portions of the work to the standard required by the Contract Documents. � Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but � should be work so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at the � Contractor's expense. No work shall be done or materials used � without sui�able supervision or inspection. � CS-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 -J 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 �Ilr 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 �f this paragraph, the Engineer will have the authority to cause detective work to be remedied or removed � and replaced and unauth�rized work to be removed, and the cost ' thereof may be deducted from any :noney due or to become due to the Contractor. Failure to require the removal of any def�ctive or unauthorized work shall not constitute acceptance � of sucn 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 equipm�nt soecified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the oreconstruction conFerence, make written application to ENGI�EER for approval of suct� substitute certifying in writing that the oroposed substitute will perForm adequately the � functions ca11Pd for by th� general design, be similar and of equal substance to that speciEied and be suited to the sam� use and capable oF performing the same function as that � specified; and identifying all variations of the proposed f � ��ifliVL�Ir�I� G�S�LS��U,1� � ..1 C5-5 ( S ) �vU� II c�'��U�I517r",IUiU � �' (�a I�� :'��Jo �f�{. 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 p��sonal notification of a � customer cannot be made, � prepared tag form sh�Il be �ttaChed to the customer's entrance door knob. The tag sha11 be durable in compositfon, and in large bold type shaZl say: "NOTICE" Due to Utility Improvem�nt in your neighborh�od, your (water) (sewer> servic� will be inter- rupted on between the hours of and . This inconvenience wi11 be as short as possible. �hank you, Contractor Address Phone b. Emergency: In the event th�t an unforeseen service interruption occurs, notice sh�ll be as above,but immedi3te. C5-5.16 MUT�AL RESPONSI�$LI�� 0� GONTRACT�RS: If, through aCts br neglect on the part oF the Contractor, any other Contr�ctor or any sub-contractar sha11 suffer loss or damage on the work, the Contractor �gr�es to settle with such other Contractor o� sub-contractar by agreement or arbitration. If such other Cdntractor or sub-contractor sh�11 assert any claim against the Owner on account oE any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indPmnify and save harmless the Owner against any such claim. C5-5.17 CLEAN-�P; Clean-up of surplus and/or waste materials �ccumulated on the job site during the prosecution of the work under th�se Contr�ct Documents shall be accomplished in keeping with � daily routine est�blished to the th� satisf�ction of the Engineer. Twenty-f�urs Eours aFter written notice i� given to the Contractor that the clean-up on the job si�� is oroceeding in � manner unsatisfactory to the Engineer, if the Contractor fails to corre�t the , ._ ��;��a�� 6-��uG�D C5-5 (8) ! ��'��15�:;U�ISUW�Y _ � � �o t��r��o �� _� ' � ,�l ' , � ' � � C� S ground, and shall materials shall b prompt inspection. be placed under cover when directed. 5tored e placed and located so as to facilitate C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the Plans relative to Pxisting utilities are based on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing undergzound utilities. Th� location of many qa� mains, water mains, canduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no respo�sibility for fail��re to show any or all such.structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the PaY quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply, It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provid� adequate clearances, The Contractor shall take all necessary precautions in order to pr,otect all existing utilities, structures and service lines, Verification of existing utilit�.es, structures and service lines shall include notification of all utility companies at least forty eight (48) hours in advance of construction including exploratory excavation if necessary, All verification oF existing utilities and thPir adjustment shall be considered as subsidiary work. CS-5.15 INTERRU�TION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the int�rruption of service is nec�ssary, the Contractor, at le�st 24 hours in advance, shall be r�quir�d to: 1• Notify the Watar Department's Distribution Division as to location, timP, and schedule of service interruption. ! � �. CS-5 (7) i ��G�l�� G'�� ' �� 0� ��` G1�� . �'�!"�,��'�:�� :� � � 1 ' ' � � � � �J ' �' � ' � ' 1 � unsatisfactory procedure, the City may take such direct action a� the Engine�r deems appropriate to correct the clean-up deficiencies cit�d to the Contractor in the written notice, and the co5t� of such direct action, plus 25$ of such costs, �hall 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 pocuments, and before final acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded material�, tempoxary structures, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal ta that which originally existed. Surplus and waste mat¢rial� ��moved from the site of the work shall 6e disposed of at loc�tions satisfactory to the Engineer. The Contractor $hal�. thoroughly clean all equipment and materials installed by him and shall deliver over such materials and equipment in a b�'ight, clean, polished and new a ppearing condition. No extra compensation will be made to the Contractor for any clean-up required on the project, C5-5.18 FINAL �NSPECTION: Whenever the work provided for in and cont�mplated 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 inspeet�on will be made within 10 days a�fter such notification, After such final inspect�.on, if the work and matz.rials and equipment ar� found satisfactory, the Contractor will be"notified in writing o� the acceptance of the same' after the proper resolution has been passed by the City Council. No time charge w�ll be made against the Contractor between said date of notification of thz Engineer and the date of final inspection of the work. ��G� G�� c �Q� ;: � �-��ti� ��: G�[�°IG?l7 : C5-5 ( 9 ) ,. .. _�� L� G��,�Wo �I51Ao ,: C6-6.4 SANITARY PROVISIONS: The Contractor shall establish � and enforce among his empioyees such regulations in regard to cleanliness and disposal of garbage and w�ste as wi11 tend to � prevent the inc�ption 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 sh�ll be put into immediate force and effect by the Gontr�ctor, mhe necess�ry sanitary conveniences for use of laborers on the work, properly secluded from public obser��tion, shall be const.ructed and maintained by the Contractor and their use � shall be strictly en€orced by the Contractor. All such facilities sha11 be kept in a cl�an and sanitary condition, � free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulati�ns of the State of Texas and the City shall be strictly compliefl with. ,,� C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment � stored about the work shall be so pLaced and used, and the work shall at all times be so conducte�, as to cause no � greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the �ngineer. The Contractor is required to maintain �t all times �11 phases of � his work in such a manner as not to impair the safety or convenieace of the public, including, but not Limited to, safe '" and convenient ingress and egress to property contiguous to the work area. The Contractor sha11 make adequate provisions to render reasanable ingress and egress for normal vehicular �J traffic, except during actual trenching or pipe installation operations, at �11 driveway crossings. Such provisians 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 �s the Engineer may approve as ,� appropriate. Such other means may inclu�e the diversion of driveway traffic, with specific approval by the �ngineer. If diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer at any lacation, the Contractor sha11 make ,� arrangements satisFactory to the Engineer �or the diversion of traffic, and shall, at his own expense, grovide a11 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 A 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 endang�r the work or prevent free access to all fire ,� hydrants, fire alarm boxes, police call boxes, wa��■valves, _ , �� _�,�Q � � �;��r�; ��`:du�P, L;_G�� ..� C 6- 6 ( 2) ��'� � U�I� �cl��r e�'� �' "c1y . �o��o � a r ' 1 ' � 1 � 1 1 � � � � � � PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY . IC RESPONSIBIZ,ITY ION C6-6 LEGAL RELATIONS AND PUBL 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 $uch law, ordinance, regulation, or order, whether it be Y�y himself or his employees, C6�-6.2 PERMITS AND LICENSES: The Contractor shall proeure 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 wark. C6-6.3 PATENTED DEVICES MATERIALS AND PROCESSE£,: If the Contractor is required or c�esires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by suita6le legal agreement with the patentee or owner of such patent, lette�, or copyrighted design. It is mutually agreed and understood that without exeeption 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 a11 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 eonnection 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 specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. ____. ; ��i�►r6'GOG�� G�'[�C�G�@ ° ' �f G�'tif � �� G?�Q� �� — 6 c 1 � I ��a ��r��o ��}�o � � c�rried on in such manner as not to interfere with the operation of trains, loading or unloading of c�rs, etc. Other contractors of the Owner may, for a11 purposes required by the contract, enter upon the work and premises used by the Contractor �nd shall be provided al1 re�snnab-le facilities �nd assistanc� for the completion of �djoining work. Any additional grounds desired by the Contr�ctor for his use shaZl be p�ovided by him at his awn cost �nd exp�nse. C6-6.7 RAILWfiY CROSSZNGS: When the work�encroaches upon any right-of-way of any railway, the City w�ill secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall � absert�e �11 the regulations �nd instructions of the railw�y company as to the methods of performing the work and talce all precautions �or s�fety of property and the public, Negr�tiations with the railway companies for•permits shaLl be done by and through the City. The Contractor shall give the City nutice not less th�n five d3ys prior to the time of his intentions to begin work on th�t portion of the project which is related to the railway properti�s. The Contractor �ti11 not be given extra or addition�l compensation for such railw�y crossings unless specifically set forth in the Cantract Docutnents. G6-6.8 BA�tFtICADES, WARNINGS ANb WATCHMEN: Where the work is c�rried on in o� �djacent to �ny street,;�lley, or public place, th� Contractor shall �t his awn e�cp�ns� furnish, ere�t, and m�intain such barricades, fenc�s, lights and danger signals, shall prot�ide such watchmen, and sha11 take all such other precautionary measures For the protection of persons or property �nd of the work as are necessar�. Barricades and fences shall be p�inted in a color that wi11 be visible �t niqht. From sunset to sunrise the Contr�ctor sha11 furnish and maintain at least one easily visible b�rning light at each barric�d�. � sufficient number of b�rricades sha11 be erected and m�intained to ke�p pedestrians away �rom, and vehicles from being driven on or into, any work urtder construction or b�ing maintained. The Contractor shall furnish watchmen and k�ep them at their respectiv� assignments in sufficient numbers to protect the work and prevet►t accident or damage. A11 installations and procedures shall be�consistent with the provisions set Forth in the "1980 `Cexas Manu�l on CJniform TraFfic Control Devices for Streets and Highways" issued under the authority of the "State of T�xas Uniform Act Regulating Tr�Efic on iiighways", codified as Article 6701d Veron'S Civi1 Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. � ��,,,�? ��.�� 6<<�rC��`�'� �, �., f�: Il tl' C"�I�: U.�i � 6 Iti U C6-6 ( 4 ) �r�j2 ��o �vlCt�:�U�, 4C� ' � � � ,� � ..� � r'� � � ,. � „'� � � � � � � � � � � L" � gas valves, or manholes in the vicinity, The Owner reserves th� right to remedy any neglect on the part of the Contractor as regards to public conyenience and safety whicl� may come to its attention, after twenty,four hours notice in writing to the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the �wner or by the City sh�ll be deducted from monies due or to become due to the Contractor. The Contractor, after approval of the Engineer, shall notify the Fire Departmer�t �ieadquarters, Traff ic Engineer, and Pol ice D�partment, when any street or alley �s requested to be closed or qbs�ructed or any fire hydrant is to be made inaccessible, and, when so dir�cted by the Engineer, shall keep ariy street, streets, or highways in conditiqn for unobstructed use by fire apparatus. Ti�e Contractor shall promptly notify the Fire �epartment Headquarte�s when all sucb oUstruct�d streets, a1�.eys, or hydrants are again �laced back �n service. Where the Contractor is req�ired to construct temporary bxidges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in eonnection wi�h such crossings shall inelude the roadway approaehes as well as the structures of such crossings. �I The Contractor shall at all times conduct his operation and I�i th� uSe of construction machinery so as not to damage or destroy trees ar�d shrubs located in close proximitx to or on � the site of the work. Wherever any such damage may be done, „� �.he Contractor shall irnmediately satisfy all claims of p�operty owners, and no payment will be mdde 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 PRIVI�,EG�S OF CONTRACTOR IN STREETS, ALLEYS, ANA �! RIGHT-QF-W,AX: For the per�ormance o£ the contract, the �r Cantractor will be permitted to use and occupy such portions of the public streets and alleys, or other publie places or � other rights-of-way as provided for in the ordinances of the � Cit � y, 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 lef t free and unobstructed and so as not to inconvenience occupants of adjacent property. 1 If the street is occupied by railway tracks,^^the work shall be � �� V�:� G�<'� G c�� - �8�� L��:�G�C�� °�1� C6-6 ( 3 ) �, UU'�uW� ��_ � � 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 permitt�d on the project, ' as specified in the Special Contract bocuments, or the use of ,� explosives is requested, the Contractor sha11 submit no�ice to the Engineer in writing twenty�fbur hours prior to commencing k� and sha11 furnish evidence th�t he has insurance cc�verage to protect against any damages and/or injuries arising ou�. oE such use of explosives. ,,,� AZ1 claims arising out of the use of explosives shall be investigated and a w�ritten �epart rnade by the Contractor's insurers to the Engineer within ten (10) days after r�ceipt af ` written notice of the Claim to the Contractor from eitner th� ,,. City or the cl�imant. The City sh�l1 proceed to give notice to the Contractor of any such claim. The use of explosives �� may be suspended by the Engineer iP any compl�int is received and such u5e sha11 not be resum�d until the c�use of the complaint has been addressed. ,_ Whenever explasives are stored or kept, th�y shall be stored in a safe and secu�e manner �nd all storage places shall be plainly marked "bANGEROUS E�Cp�,OSIVES" and sh�ll be under the care of a competent watchman at a11 times. All vehicles in which explosives are being transport�d sha11 b� plainly m�rl�ed as mentioned above and shall, insofar as possible, not use he�vy tr�Ffic routes. C6-6.10 WORK WZTEiIN EASEMENTS: Where the work p�sses over, through, or into private property, th� Owner will �rovide such �� right-of-way or easement privil�ges as the Gity may deem necessary for the prosecution of the work. Any addition�l rights-of-way or work �r�a considered necess�ry by the �� Contract�r shall be providecl by him �t his own expense. Such additional rights-of-w�y or work ar�a shall be acquired for the benefit of the City. The City �ha11 be notified in � writing as to the rights so aCquir�d b�fore work begins in the affected area. The Contractb� sha11 not enter upon p�ivate property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipm�nt vr material on private „� property unless and untit th� specified �pproval v� the property owner has been secured in writing by the Contractor � and a copy furnished to the �ngineer, Unless snecificaLly provided otherwise, the iontractor shall clear all rights-of-way or easementis oE ob5tructians which must be ..� removed to make possible proper prosecution of the work as a � p�rt of the project construction oppratLons. The Contractor shall be responsihle for the preservation of and shall use � � ��!��.pl�:� G?�C��@ �+ , C6-6 c 5 � ;�r,� ��.°��$G"�`?'� � � f��o �'�''-�q �° 1 � � u The Contractor will not remove az�y 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 zequired construction, the Contractor shall Gpntact th� 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 perm�nent siqn. If the temporary sic�n is not installed correctly or if �t does not meet the �; required specifications, the pertnanent sign shall be left in p�.ace until the temporary sign requirements are met. When con�truction wo�k is completed to the extent that the ' permanent sign can be re-installed, the Contractor shall again co�taGt the Signs and Markings Division to re-install the gexmanent si n and shall leave his te 9 mporary sign zn place �'! ur�til such re-installation is compl�eted. The Contractor will be held responsible for all damage to the ..�, work or the public due to failure of barricades, signs, � fenees, 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 Contractor at the Contractor's own expense. The ' Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shal�. not � cease until the project shall have been completed and accepted � by the Owner. ,.� No compensation, except as specifically provided in these � Contract Documents, w�ll be paid,to the Contractor for the work and materials involved in the constructing, providing, and maintaining of barticades, signs, fences, and lights or for salaX�.es of watchmen, for the subsequent removal and � disposal of such barricades, signs, or for any other ineidentals necessary for the proper protection, safety, and � eonvenience 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. �i C6-6.9 US� OF EXPLOSIV�S, D�iOP WEIGHT, ETC.: Should the � Contract�r elect to use exp�osives, 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, an com an Y p y, individual, or utility, and the Owner, not less than twenty-four hours in � ._ . �. . ��U�� 4'� �'�G��°'D � ��'' �L��G�� ^ �l� �b-5 ( 5) U't!� Y�'/L��:�GW9 Ul5/n1. r 7 proposal. ThereFore, no separate payment shall be allowed � for any service associated with this wor�c. In case of faiLure on the part of the Contractor to restore such property to make good such damage or injury, the Owner ,� may, upon 48 hour written notice under ordinary circumstances, and without notice when a nuisanae or ha�ardous condition n�� results, oroceed to reQ�ir, rebuild, or otherwise restore such property as may be determined by the Owner to be necessary, � and the cost thPreby wi11 be deducted from any manies due or to become due to the Contr�.ctor under this Contract. � C6-6.11 INbEPENbENT CbNTRACmO�t: It is understood and agr2ed by the parties tiereta that Contractor sh�11 perEorm aLl work � and services hereunder as an inde�endent contractor, and not ,� as �.n officer, agent, ser�tant c�r employee of the Owner. Cot�tractor shall have exclusiv� control of and the exclusive �� right to control the.details of a11 the work and services C performed hereunder., and ali persons performing same, and j shall be solely responsibLe Eor the acts �nd omissions of its oEficers, agents, servants, Pmployees, contractors, �� subcontractors, Licensees and invitees. The doctrine of respondeat superior sha11 not ap�1y as between Owner and Contractor, it$ officers, agents, empLoye�s, contractors and � subcontractors, and nothing h�rein sha11 be construed as cre�ting a partn�rship,or joint enterprise between Owner and � Contractor. ' C6-6.12 CON2'RA��OR' S RESPON�I�YLITY �'OEt DAMp,GE CLAIMS: '� Contractor covenants and ��rees to, and does hereby indemnify, hold h�rmless and defend Owner, its oPficers, agents, � servants, and employe�s from and ag�inst ahy an all cLairns or suits Eor property damag� or 1�ss artd/vr personal injury, including death, to �ny and �11 persorts, of whatsoever kind or charaCter, whether r��l ar �sserted, arising out oE or in � conn�ction with, directily or indirectly, the worlt and Services ta be perEorm�d hereunder by Cantr�ctor, its officers, agents, � employees, contractors� subcontractars, licensees or invitees, whether or not caused, in whole vr in part, by alleged - negligence on the part oE officers, agents, serv�nts, empLoyees, contractors, subcontractors, licensees and invitees of the Own�r; and said Contractor does h�reby covenant and ,, agree to assume all Liabitity and responsibility of Owner, its officers agents, servants and emnl�yaes Eor property 3a mage or --� loss, and%or per�onal injuri,�s, inc1�1C111CJ death, to a�y and � all persans of whatsoever kind ar character, whether real or " asserted, arising out oE or in connection with, dir�ctly �r indirectly, the work and services to be perEormed hereunder by � Contractor, its oEficers, agents employe•a�, rontractors, y subc�ntractors, Licensees and invitees, ahether or not caused, ;u[��'�Ul�� G`�'G'`�►'�@ '� � C 6— 6 ( 3) �u ��I� �'15�:; U�151%� c�� (�o �uG�N�, ��o ., �. � � �l 1 � ever recaution to reve t d y p p n amage to all trees, shrubbery, � plants, lawns, fences, culverts, curbing, and all other types of structures oz improvements, to all water, sewer, and gas lines, to all condu�ts, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and � to all other public or private property along adjacent to the work. � Th� Contractor shall notify the proper representatives of owners or oceupants 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 � x'�sponsible for all damage or injury to property of any ch�racter resulting from any act, omission, negleet, or � misconduct in the manner or method or execution of the work, o� at any time due to defective work, material, or equipment. � When and where any direct or indirect or injury is done to publ�.c 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 restor�nq as rnay be directed by the Owner, or he shall make good such ° damages or injury in a manner acceptabl�•to the owner o� the ;,,� property and the Engineer. +�. Al1 fences encountered and removed during construction of this project shall be restored to the original or a better � than original condition upon completion o� this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor sha�l set cross braced posts on either side of permanent easement before the fence is cut. � Should additional fence cuts be necessary, the Conkractor shall provide cross braced posts at point of the proposed cut in addition to the eross braced posts provided at the �' permanent easements limits, before the fence is cut. � � Temporary fencing shall be er�cted in place of the f��cin3 removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to pzevent livestock from entering the construction ar�a. The cost for fence removal, temporary closures and replacemen� shall be subsidiary to the various items bid in the oroject �� G�l�� G�� G'� `�, C 6- 5 ( 7) �� ff �� U,�IS Ipr�1�� ' r�r �nn! ;,r��M �(�M � � expiration of the six month period the Director may recommend that final payment be made i� al1 other work has been performed and all other obligations of the Contractor have been met to the satisfaction o� the Director. �J The Director may, if he deems it ap�ropriate, refuse to accept '� bids on other Water bepartment Contract work Eram 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 DAMP,GES: ShouLd the Contractor claim compensation for any alLeqed damage by reason of the acts or omissions of the Owner, he shall within three days after the actual sust�ining of such aLleged dam�ge, mak� a written statement to the Ertgineer, settin� out in detail the nature of the alleged c�amage, and on or before th� 25ttc day of the month succeeding that in which any such 8�.m�ge is clafined to have been sustained, the Contractor shall file with the Engineer an itemized statement oE the details and amount of such alleged damage and, upon request, shall give the Engineer access to all books oE account, receipts, vouchers, bi11s of lading, and other books or papers containing any �viden�e �s to the amount of such �lleged damage. UnLess such statements shall be filed as hereinabove required, the Contr�ctior'$ claim Far compensation shall be waived, and he shall not be entitled ko payment on account of such damagPs. � � C6-6.14 ADJ�JSTM�NT OR R��,OCATION OF PUBLIC CJTrT�IZ'IES� ETC.: � In case it is necessary to c�ange, move, or alter in a�ny m�nner the property of a public utilfty or others, the said property shall not be moved or interfer�d with until orders thereupon have been issupd by the Engineer. The right is a� reserved to the owners of public utilities to enter the geographical Limits of th� Con�r�.ct for the purpose o� making such changes or repairs to thefr pro�erty that may be � necessary by the performance of tt�is contract, C6-6.15 TEMPORARY SEW�R AND DRAIN CONNECTION5: Wh�n existing •� sewer lines h�ve ta be taken up or removed, the Contractor shall, 3t his own expenae and cost, pro�ide and maintain temporary outlets and cot�nections for all priv�te or public , drains and s�wers. 'The Con�ractor ghall also take care of all sewage and drainage which witl k�� received from these drains � and sew�rs, and for this pur�ose he sh�11 provide and maintain, at his own cost and exp�nsA, adequate pumping � faciLities and tempor.�ry outlets or div�r�ions, The,Contractor, at his own cost and exoens�, shall construct � such troughs, pipes, or othPr structures ne�assa�y, �nd be prepared at all times to dis��ose of drainage and sewage A ------� � �;��GGs��01�� ?�� r,G�� c6-6 ( 10 r ., °� �GP �,' ��'�G�` ' G�� a VU�/:' ��L UB �Wo � � u � in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, � licensees or invitees of the Owner. Contractor �.ikewise eovenants 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 ou� of or in connection witt� or resulting from, in who�e or in part, any and all alleged acts or omissions of officers, �; agents, servants, employees, contractors, subcontractors, '� licenses, or invitees of t;�e Owner. ,� In the event a written claim for dam�ges against the � cor�tractor 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 evideneed by a � final inspection, final payment to the Contractor shall not be �ecommended by the Director of the Water Depart.ment for a period of 30 days after the date of such final inspeotion, � un�.ess the Contractor shall submit written evidence satisfactary to the Director that the claim has been settled '`� and a release has been obtained fzom the claimant involved. � If the elaim concerned remains unsettled as of the exp�.ration � 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 � dqllar amount then due less the dollar value of an written claims pending against the Contractor arising out af the performance of such work, and such semi-final payment may then �' be recommended by the Director. ..1 The Director shall �ot recommend final payment to a Contractor '� against whom such a elaim For damages is putstanding for a i� period of six months following the date of the acceptance of the work performed unless the Contra�tor submits evidence in � writing satisfactory to the Director that: l, The claim has been settled and a release has been � obtained from the claimant involved, or 2. Good faith efforts hav� been made to settle such outstanding claims, and such good faith efforts have failed. � � If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to the Contractor be made, If condit'ion (2) above is met at any time within the six month Qeriod, the Director � that the final payment to the �o�tractor be (� a� ��i��' �,E, ��; �►��, � :G�' ��G��'aG�°� ,�� 1 �: � i''� (�9 �l�L�a C6-6 (9) ��- � � thereaF by action af the elements or fram any cause whatsoever, whether arising Erom the execution or nonexecution af the work. The Contractor sh�ll rebuild, repair, restore, and make good at his own expense a11 injuries or dart�ge to any portion oE the work occasioned by �ny oE the hereinabove causes. C6-6.19 NO WAIVER 0�' LEGAL RiGH'T5: Inspection by the Engineer or any order by the Owner by payment oF money or any payment for or �cceptanr_e of any work, or any extension of time, or any possession t�ken by the City shall not op�rate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be ha_Ld to be � waiver of any other or 5ubsequent breach. � The Owner reserves the right to correct any error that may be discovered in any estimate th�t may have been paid and to n'� adjust the same to meet the requir2ments oE the Cantract � Documents, C6-6.20 PEitSONAL LIABiLITY OF` PUB�,IC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power oE authority granted thereunder, there shall be no Liability upon the authorized represent�tives oF � the �wner, either per$onally or otherwise as they are agents ,, and representatives of the City. C6-6.21 STATE SALE5 TAX: On � 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, excisA, and Use Tax Act, tne C�ntractor ma y purchase, rent or leas� a11 m�terials, supplies and equfpment � used or consumed in the performance of this contract by issuing to his suppLier an ex2mption certiEic�te in li�u oE " the tax, said exemption certii�ic�te to comply with State ,� Comptroller's Rulinq .007. Any such exernption certiEicate issued by the Contractor in li�u �f thA tax sha11 be subject .� to and sha11 comply with the provisions oE �tatp Camptroller's Ruling .OL1, and any� other �pplicable Stat� ComptroLler rulings pertaining to the Tpxas LimitAd Sale�, Excise, and Use Tax Act. "'1 .# On a contract awarded 'oy a dPvelo�2r foc the construction oE a publicly-owned im�rovement in a street right-of-way or other r�p easement which has been dedicated to the pubLic and the City � of Fort Worth, an organiz�tivn which quatt�ies Eor exemption pursuant to the provisians oE Article 20,n4 (�� nf the Texas P..t Limite3 Sales, Fxcis�, and Us� T�x Act, ttie �:ontractor can orobabl.y be ex�mpt�d in the sam� m�nnAr �tatF�d abov�, � � � r�; � � G��C'J°'� � '� + ;,�,;��D�.;�Q� , �6—s c i2 � ��.� ti' ��G�� . � ��o ��:�bo �� eceived from these tempozary 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 Ti�E CITY: When the Contractor des�res to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water � Department for so doing, City water furnished to the Contractor shall be delivered to � the Contractor from a connection on an existing City main. All piping required beyond the point of delivery shall be installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if � any, for water will be at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City Ordina±�ce, 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, �� 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, ar�d such usage shall not be held to be in any way an acceptance of said work or strueture 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 �o 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 RESPONSZBILITY FOR TH� WO�K: Unti1 written acceptance by the Owner as provided for �n these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take ever� necessary precaution to prevent i�jury or damag� to the work or any part ; � ��f�� 'C�C�G'@ � � - � � � � � ' � �� C��rG,(��1� : r� �r,r��M �r� � �. � I,imi�ed Sale, �xcise and Use Tax permits and information can be obtained from: Comptroller�of Public Accounts Sale Tax Division Capitol Station Austin, TX C6-6 (13) i- _ _ - - ��u!G�� f�C�� D �� G�� o L'�V:��W��lSW. �� prosecuting the work and ordering materiaTs and equipment which he expects to follow in order to complete the project in the scheduled time, There shall also be 5ubmitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period, The Contractor shall eommence the work to be performed under this contract within the time limit stated in these Contract Dacuments and sha11 conduct the work in a cantinuous manner and with sufficient equipment, materials� and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations sha�l be at all times as specified in the Special Contract Doc�ments. Any deviation from scuh sequencing shall be submitted to the Engineer for his approv�l. Contractor sha11 not proceed with any deviation until-he has received written approval from the Engineer. Such speci€ication or approval by the Engineer shall not relieve the Con�ractor from the fu11 responsibility of the complete performance of the Contract. The contract time may be ch�nged on2y as set forti� in Sectian C7-7.8 "Extension of Time of Completion" of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LZMITA�IONS OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as ta create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is �arrying on operations in a portion of a street or public way greater than is necessary for the prdper 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 sectiion or street. C7-7.5 CHARACT�R OF WORKMEN AND EQUIPMENT: �ocal labor shall be used by the Contractor is availablP. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. Alt ottizr wo�kmen, including equipment operators, may be imported only after the local supply is exhausted. The Cantracto� shall employ only such superintendents, foremen, and wor'�men who ar� careful, competent, and fully qualified to perform t�e duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any pzrson or persons employed by the Contractor in or about or on the work who, in the opinion of the �wner, shall misconduct himselL or b: found to b� incompetent, disrespectful, intemperat2, dishonest, or �\.;'��Ql�� b��l5�� C 7- 7 ( 2) �:: � U U�� c� U � (� �)G�. i�(�e � � � ,--•, I� � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTiON C7-7 PROSECUTION AND PROGRESS: � �7-�.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his � immediate superintendance, work o� a value of nok less than f�fty (50$) percent of the value embraced ir� the contract. If the Cantractor sublets any part of the work to be done under these Contrack Documents, he will not under any'circumstances � be relieved of the responsib��ity and obligation assumed under these Contract Documents. Al1 transactions o� the Engineer will be with the Contrac.tor, Subcontractors will be � c4nsidered only in the capacit� of employees or workmen of the Contractor and sh�ll be subject to the same requirements as to character and competency. The Own�x will not'recognize any 1�"'ti, subcontractor on the work. The Contractor shall at all times, ,� wY�en the work is in operation, be represented either in person or by a superintendent or other designated representatives. C7-7.� ASSIGNMENT QF CONTRACT: The Contractor shall not a�sign, 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 p.reuious consent, assign, transfer, sublet, convey, or otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, oartnership, company, firm, or co�por�tion, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at t}�e option of the Owner be revoked and annulled, unless the Sureties shall successtully 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 Owne� as liguidated damages for the reason that it would be �mPra�ticable and extremely difficult to fix the actual damages. � � ��-7.3 PROSECUTION OF THE WORK: Prior to beginr�ing any constXuctior� operation, the Contractor shall submit to the Engineer in five or more cooies, if requested by the Engineer, a grogrEss schedule preferably in chart or diagran� form, or a brief outlining in detail and step by step the manner of �v�C�O� �1�� [��D ; � � - � � � � � +� ��U �� [ '° �� sf�i {I��r�4M str,�nn '+ � C7-7.7 TIME OF COMMENCEMENT AND CUMPL�TION: Th� CQntractor shall commence the working aperations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do so shall be considered �by the Owner as abandonment of the Contract by the Contractor and the Owner may proceed as he sees fit, i � The Contractor shall maintain a rate oE �rogress such as will insure that the whole wark will be perFormed and the premises cleaned up in accordance with the Co tract Documents and within the time �stablished in such �documents and such extension oF time as may be prop�rly authorized by the Owher. , ,.,� � K� C7-7.8 EXTENSION OF TIME COMPT,ET�ON: The Contractor's request �, Eor an extension bf tirte of cortpl�tion�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 af the time of completion be requested such request will be forwarded to the City Council for �approv�l . �� In adjusting the contr�ct time �or compLetion of work, consideration will be given to unEorseeable causes beyond the controi of and without the Eau1t or neqligence oF the � Contractor, including but limited to acts �f the public enemy, acts of the Owner, Eire, flood, tornadoes, epidPmics, quarantine restrictions, strikes, freight ,embargoes, or 3elays � oE sub�contractors due to su�h causes. I When the dat? of completion is based on a calendar day bid, a `� request for extension of time bPcause af inclement weather will not be considered. A request �orlextension of time due to in�bility to obtain suppli�s an� Imaterials will be �� considered only when a review of the Contr�ctor's purchas� ,� order dates and other per�inent data as requested by the Engineer iadicates that the Contractor�has made a bonafide attempt to secure delivery on schedule.� This shall include f� eEforts to obtain the supplies and materials from alternate sources in case the First source cannot make delivery. I � If satisfactory execution and completi�n oF the contract � should require woric and materiats in �reatzr amou�ts ur quantities than those set forth in the �pgroved Contract ��, Documents, then the contract ti.ma_ may be' in^r�3sed by Change � Order. , r -� C7-7.�9 DELAYS: The Contractor shall receive no compensation Eor delays or�ilindrancns to the w�rk, P_K�Ppt when direct and unavoidabla exfira cost tc� the �ontractor is caused by the failure of tile City to provid:� inC�rmation or mat�r.iai, iF �v��a�GO%,% �?�'��u;��v ..� , �. c � — � c � � ' �,�� 1( ��'�G�� °(��f � � Il lfa UV`-:iU��1�Voi�t7yY� �� 1 � � � � otherwise objectionable or neglectEul in the proper per£ormance 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 wzthout written consent of the Engineer. All workmen shall have sufficient skill, ability, and experience to properly perform the work assigned to them and operate any equ�pmet�t necessary to properly carry out the performance of the assigned duties, The Contractor shall furnish and maintain on'the work all such equipment as �,s considered to be necessary for prosecution ot the wo�k in an acceptable mdnner and at a satisfactory�rate of progress, All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion �f the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHE1�� : Elapse3 working days shall '1 starting with the irst day of work completed as �► C1-1.23 "WORRING DAY" or t}ie date stipulated in ORDER" for beginning work, whichever comes first. � � � � be computed def ined in the "WORK Nothing in these Contract Documents shall be construed as prohibiting the Contractor from w�r;cing on Saturday, Sunday o.r Legal Holidays, providing that the fo]_lowing requirements are met: a. A request to work on a soecific Saturday, Sunday or Legal Holiday must be made to the Engineer no later than the proceeding '�hursday. b. Any wozk to 'oe done �n the project on such a speciEic Saturday, Sunday or Legal Holiday must be, in the opinion o� the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a request for approval to work on a�pecific Saturday, Sunday or Legal iioliday, and no extra compensation shall be allowed to the Contractor For any work perEormPd on such a specific Saturday, Sunday or Legal :.3oliday. Calendar �ays shall be deEined i� CL-1,24 and the Contr�ctoc may wor'�e as he so desires. �� Go�G�� c�� - � � 3 � �� G�� [��:�G�[��1� �; : f�o ��G��'1.1�f��_ : � S 500,001 to $1,000,001 to $2,aoa,001 and ovsr $I,000,�00 inclusive $ 3i5.00 $2,000,000 inclusive $ 420.00 $ 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 timP specified by the Contract Documents would be inca�able or very difEicuLt o� accurate estimation, and that the "Amount of Liquidated Damages Per b�y", as set out above, is � reasonable forecast of just compensation due the Cit�r for harm caused by any delay. C7-7.11 SUSpENSTON BY_COURT ORbER: The Contractor shall suspend operations on such part or parts of the work ordered by �ny court, and will nc�t ba entitleci to additional compensation by virtue of such court order, Neither wi11 he be liable to the Cit,y in the event the work is suspended by a Court Order. Heither will the Owner b� liable to the Contractor by virtue of any Gourt Order or action far �►hich the Owner .is not soLely res�onsibLe, C7-7.12 TEMPORARY SUSPENS�ON: The Owner sha1L h�ve the right to suspend the work operation wholly �r in part �or such periad or periads of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion oE the Owner or Engineer cause further prasecution of the work to be unsatisEactory or detrimen�al to the inter�st oE the project. During temporary s�tspension of work covered by this contract, Eor any reason, the Owner will make no extr� p�ym�nt Eor stand-by time of construction equipment and/or constructic�n crews. If it shouLd become nee�ssary to suspend work for an ind�finite period, the Contractor shaL1 store all mat��ials in such manner that they wi11 not obstruc;ti or impede the public unnecessarily nor become damagpd in 3ny way, and he sh�tl tak? every precauti�n to orzv�nt darta�e or deterioratian of the work performed; he shall provide suitable 3rainage abaut the work, and erect tem�or�ry struct�.res wher� necessary. Shoutd the Contractor not bP abla ta com�l?te a portion oE the oroject due to causes beyond thP �:ontroL oE and without the fault or negligence of th� C�ntractor as se� Eorth in Paragraoh C7-7.8 EiCTEHSION OF `CHF 'CIM� OF' C�MpL�TION, and should it be �ietermined by mutu�l consent of the Contractor and the Engineer that a solution to �11�w construction to �roceed i� not availabte wit�lin � r�as�nable oeriod of time, then the Contractur may be r�imbursed Eor thP cost oF moving his �qui�ment oEf the job and r�turning the necessary e�uipment to the job w`�en i`_ is d�tPrmi�ied by ttie Fngineer c�—� c6� ��`,� �,��1�1fi��OG�I� �:�s��;'�'�`��' �' ;�U U �1��:, e�lSiPr�Jl►S,U r�_ �r�o��. � � �� -, � � .� � � � � � � � � � C� � 1 �r � � � I any, which is to be furnished by the City. Wh�n ��ch extra compensation is laimed a written statement �hereof shall be presented by t e Contractor to the Engineer ar�d if by him found correct s all be approved and re�erred by him to the Council for fi al apgroval or disapproval; and the action thereon by the C uncil shall b� final and binding. If delay is caused by sp cific orders given by the Engineers tQ stop work, or by the �erformance of extra work, or by the failure of the City to �rovide material or necessary x�st�uctions fox carrying on th work, then such delay will ent�.tle the C�ntractor to a e�uivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; arid no such extensior� of time shal� rel�ase the Coatractor or th surety on his performance bond from all his obligations her under which shall remain in full force until the discha�ge o� the contract. C7-7.10 TIME 0 COMPLETION: The time of completion is an essential elementj of the contract. Each bi�dder shall indicate in the appropriz�te place on the last page of the Proposal the number of working days or calendar days that t�e will require to fully complet� this contract or the time of completion will be specified by the City in the Proposal section of thP contract documents. The nurnber of days indicated shall be a realistic estimate of the time required to comolete the work covered by the specific contract being b�id upon. The amount oE timP so stated by the successful bidcjer or the City will becr�me the time c�E completion speciFjied in the Contract Documents, For each calendar day that any work shall remai,z uncompl��ted after thz time specified in the Contract Documents, or the incraased time granted by the Owner, or as atitomatica�ly increased by additioaal work or materials ord�red after khe ��ontract is sigr.ed, the sum per day given in the following schedulP, unless otherwise specified in other parts of the Contract Docurnents, wi11 be deducted from monies due the Contraeto.r, not as a penalty, but as liquidate� damages suffered by the O�aner. AMOUNT OF CONTRACT Less than $ S,Q00 $ 5,001 to $ 15,000 $ 15,001 to $ 25,000 $ 25,001 to $ 50,000 $ 50,001 to $ 100,000 $ 100,001 co $ 500,000 I c�—� cs� inc�us�ve inclusive inclusive inclusiv� inct��si�� i�clu5ive $ $ $ $ $ 35.00 �5,00 63.00 105.00 154.00 210.00 ��1��0 GU�� C�G�@ ; �: ��1 �[��GG��1��' .: f� D�►��M 1�f�� , L� � b. Substantial evidence that progress of the wark opPrations t�y Contractor is insufFicient to comPlete the work within the speciEied time. c. Failure oE the Contractor to provide and maintain suffi�ient labor and equipment to properly execute the working operations. � � d. Substantial evidence that the Contractar has ab3ndoned the work. '"' �. Substantial evidence that the Contractor has become insolvent or bankrupt, or. otherwise financially unable to carry on the work satisfactorily, f. Failure on the part oE the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner pravided Eor in these Contr3ct Documents. g. Fail�ire of the Contr3ctor promptly to make good a�y defect in materials or w�rkmanship, or any defects of any nature the correction of which has been directed in writing by the Engin�er or the Owner. h. Substantial evidenae o� callusion for the purpose - of illegally procuring a contract or perpetrating fraud on the City in the construction of work undPr contract. i. A substantial indication th�t the Contr.�ctor has made an unauthorized assignment of the contract or any funds due ther�Erom for the benefit of any credit�r or Eor any other �urpose, ]- k. If the Contractor shalt for any cause whatsoever not carry on the working operation in an accePtable manner. If the Contractor commencPs Legal acti<3n agaiast the Owner. A copy oF the suspension order or action oE the City Council shall be snrved on the Contractor's Sur�ti�s, When wor�C i� susnended Eor any cause vr causps, or when the contract is cancelled, the Contract�r sh�lt discontinuP the work or such part ther�oE as the �wner sha11 desi��nate, whereupon the Sureties m3y, at their o�tion, �3ssurhe the contract or that portion theraoE which the Owner has or3ered the Contractor to discontinue, and may perEorm tht� 7ame �r msy, with the written C 7- 7 ( 8) ',��UL�I�I� U}��J �� . (�: � U U G�,v � � e� i � nnn.�,G�S?M 57(r.'M. ..r � � '="I � � � � ..� r � � � L� � � � �� J � that cons�rsction may b� r�sumed, Such reimbursement shall bP based �n actaal cost to the Contractor of mlving the eq��ipment an3 �o orofit �rill be �llowed. yo reimbursem�nt sh�lt be allowe3 if the equip��nent i., mov4a t� another constructiun project for the City of� Fort ;�ort%�. The Contractor s�all not susoend work wit�hout written notice trom the Engine�r and shall proceed witii the work operations promptly when natified by t}1e Engi�eer ta so resume operations. •^_7--7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: �lhanever, because of National Ecnergency, so declared by the Prasic�ent oE the Uni;ed States or �ther l�wful authority, it oecomes impossible For the Contractor to�obtain all of the necessary labor, materials, and equipment for the prose�ution �E the work with �easonable continuity fo'r a o�riod of t�ao months, the Contractor s►�all within seven d�ays natify the City in �vriti!�g; givin� a detail�d statement of. tne �EE�rts whic� �ave Le�n mad�� and listing all necessary it�ms oE labor, materials, and �quip�nent not obtainablP, If, after investig�tions, the Owner finds that such e•onditions exi�ting and that the inability of the Contractor to ��roceed is n�t attribut�ble in whole or in part to the F�i11fi �r negl�ct of the Contract, then i� the Owner cannot aftzr rzasona�le �fEort assi5t the Contractor in procuring and ma�ing available the nec�s�ary laboz, �nateriats and eq+.�i�ment wi�thin tl�irty days, the Contractor rnay request the Owner to r_Prrni��ata the contr.3ct and the �wn�r may comply wit;i t}�c� request, arid th� termination :�'�all be conditioned an3 ba�c�� a��n ,� IFinal �ettla_ment mutuatly accA�table tn �oth thz �wner and thP Cuntractor an:� Ei�al �ayment ,i�alt be mac9� in ac^oc3ance' with t��e t�r.rns oF tnz agreed set�lement, which shatl include, but not be limite3 "o, the �alrnent Eor all work axecul-.�ci .'r��lr_ ,lo antiri�a��.� nroEits on work which has not beF,;� pPrf:�rm��;i. �_7-7,14 SUSPENSION OR ABANDONMENT OF THE WORIQ AVD ANNULMENT OF` CQNTRACT: T!�e w�rk oo�rarion� on all .�f any portion or secr_ion of the work under �ontr3ct 5�1�1t be sus�en<��:1 imme��iar_,�ly on writ�en JC�2C of th? Enginee�r or the �,JJ1tC3^r mal h� :��cl�r�d cancell�:� i�� the Ci.ry Co�in�.i�t f.or anv g��o;i a�� s�fEicie��t :-ause. Tt�e fotto��ri�<3, 5j� ;�,�y �f; :�,;am�lej, '�ut ��r ��C lir,it�tion, m�y be consi3�r�d gr.�unds f�c susn�nsi��n �� :l3r1�.P_1 Ldr LOn : � ��. F�ilur4� oE the Contr�ct��r t�� omm��nc� work op��r��ions wit�in �h� r_i:ne 5��eciFiPd in Y_he W•�rk ��r1?r i551ad bv rl�� w��r, � � �,�-� ; > > �� u��0��1�� L�C�C��D �i ' � ��' �� G�C�G�� e VV✓V':'UUlly. _�Wo_ _ �II been finished and completed, the final inspection made by the Engineer, and the Final acceptance and final payment made hy the Owner. C7-7.16 TERMZNATION FOR CONVENIENCE OF THE OWN�R: A. NOTICE OF TERMINATION: The performance oF the work under this contract may be terminated by the O�ner in whole, or from time to tiine in part, in accordance with th�s section, whenever the Owner sha11 determine that such termination is in the best interest o� the Owner. An� sucn termination sha11 be eFfected by mailing a notice of termination to the Contractor snecifying the extent to which perforn�ancP oF work under the contract is terminated, an3 the date upon whi�h such terminati�on becomes pffective. 12eceipt of the notice sha11 be deemec� cdnclusively presumPd and established when the iettPr is placed in the United States Mail by the Owner. Further, it shall be deemed �onclusively presum�d and established that such termination is made with just cause as therein stated; and no QrooE in any cl�im, demand or suit sh�Il be required of the Cwner regardinq such discretionary action. B. CONTRACTOR ACTZON: After receipt oF � notic� oF termination, and excnpt as otherwise directed by the Engineer, the Contractor shall; I. Stop work under the Contract on the date and to the e�ttent speciEied in the notice of termination; 2. p1aCe n� further orders or subcantracts for materials, services or F�cilities except as �riay be necessary Ear completion oF auch oortion of the work unda_r the contract as is not terminated; 3. termin�te all �rrlers and subcontr.3cts to the extent that ttiey •'�pt�tP to the performance oE work t�rminated by t�i� notirP oE termination; �, transE?r titLp to the �wner. a�d deliver in the manner, at th� timeS, and to the extent, iE any, dir�ci:ed by the Engi�eer: ��—� t io � � ��►C�[��=�� GG�� Ur ��G� ' °� �, �o �i'�}�'��o ��{. , � � r � consent of the �wner, sublet the wo work as taken over, provided however, exercise their optior�, if �t all, w written n�tice to 3iscontinue the wo the Contr�ctor and upon the �uret agents. The Sureties, in such ev �ontract�r'� place in all respects, Owner Eor all work perEormed by them terms of the Contract Doc�ments. Al1 :ontr3ctor at thz time oF this default due an3 payable to the Suraties a subiect to all of the terms of the Con -k or that portion of the :hat the Sure�ies shall .thin two wee�s after tt�e -k has been se.rved upon iesl or t'�eir authoriz�d ent� shall a�sume the 3nd shall be paid by the in accordance with the moni��s remaining due the shall thereupon oPcome s t,he work progres5�s, .rac�t Docum�nt�; _ � I In case the Sur?tips do not, within thelhereinabove speciEied time, exercise their right and option toI•3ssume the contract responsiU�lities, or that portion thereQF which tne Owner has ordered by the Contracto.r to discontinue,;then the Owner sha11 have the power to complete, hy co�trac� or otherwis�, as it may determine, the work herein described or such part th�reof as it :nay deem necessary, and the Contractor her�to agr�es khat tne Owner shall have th� right to take pos�zssion oE and use any materials, plants, tools, equi�ment, supplies, and property oF any kind provided by thelContractor Eor the puzpose of carrying on the work and to'procure other. tools, equipment, mate�ials, laboz and orooerty fl�r the completion of the wqrk, and to charge to the account 'of the Contractor. ��E said contract expense for labor, materials, tools, equipment, and all Pxpenses incidental thereto. The expen�e so charged sha�l ae aeducted by the Owner fr��m such monies as may be due or may become due at any time ti�Qreaft�r to the Contractor undar_ and by virtue of_ the Contract �r an� parr_ tnnreof. Th� Owner shall not be requir�d to obtai� t�he lowest bit� Eor t�le work completin� the cont�act, but th� expense to be deducted shall be the actual cost of the ownzr oE s'uch wor�c, � I . In case such exoen5es shall exceed th� amo�znt which would hav� � been payable under the Contr�ct if th� sam2 had been compt�ted by the Contractor, then t'ne :onLractor and his Sur?ties sha�t pay the amount oE such exces5 to thP �ity on noti;:� tr�;n th� � Owner oE the �xce5s due. When any partic'ular �3r� �E the w�r'�c is 5ainy carried on by the Own�r by contract ��r ot:��r•�a.is� undPr tne pr��vi5ions of tnis se;.+.ion �'�e Contractor sh�'t � � i continuP thP remainder of the wcrk in conEormi�y witli the terms of the �^ontract �ocuments a��d i� su�ch a�mann�r as to not '�i�der �r intertere with perE+�rman�e oE tRe wor�c by ti�e ��wner. ��7-7.15 FULFILLMENT OF CONTRACT: The Contract wi11 be consid�red as having been fulf i lled, aav:� as �r� �ici�c� in •�ny oond or aond5 or ��y law, �ahen ,�tl t�» wor�c a:i�� ll s��ctions or p�rt5 c�f tn? proj��:�� c:ov��r_e�l 5y c��P �_��`c��t ��^:ir,�e�t� ?Iav� �� ,. � — � c � � ' ' I�(�� GO�� G��C�GG�� 6v 1� � ��rG��G�� r� �� ;r��M � � d. AMOUNTS: Subject to the provisions of Item C7-7.16(C}, the Contr3ctor and Owner may agree u�on the whole or any part oF the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant hereto; provided, that such ag��ed ambunt or amounts shall never exceed the tat�1 contr�ct urice as reduced by the amount of paym�nts otherwise made anct as further redt�ced by the contract price of �►�rk not terminated. The contrac�t shall be amended accordingly, and the Contra�tor shall be paid the aqreed amount, t�o amount sh�11 be due �or lost or anticipated profits. Hothing in C7-7.16(E) hereaFter, prescribii�g the amount to be paid to the Contractor in the event of failure of the Contractar by reason of the�termination af work pursuant to this section, sh 11 be�dezmed to limit, restrict or otherwise determine or a£fect the amount or 3mounts which m�y�be agreed upon to be paicl to the iontractor pursuant to this paragraph. � � ..� � E. FAILUR� TO AGRE�: In the event oE the failure oP th� Contractor �nd the Owner�to agree as pr�vided '� in C7-�7,16 (D1 upon the whole amount to be paid to �` the Contractor by re�son of tt�b termination of work pursuant to this section the �Oc�her � shall determine, ,� on tihe basis of informatiion ��tailable to it, the amount, if �ny, clue to the Contractor by reas�n of the termination and sha11 pay�to tihe Contractor the "' amounts determinec�. No �m�unt Shall be due for , lost or anticipatecl profits. �'. bEDUCTIONS: In ar�iving �t the amount due the ��, contractor under this section,�there shall be �" deducted (a) all unliquic��ted advance or otner payments on account thereltofore made to thP � Contractor, applicable to th� terminated �ortion of � this contract; (b) �ny cLaic� which the Ownec rnay havn against the �_ontr�ctor in connection with this �� contract; and (c) the a�reed �rice For� or t'ne �, proceeds aE sale o�, a�ny m�terials, suppli�s or ather things kPpt by the Contr3ctor or sold, �.� ourssant to the �rovisions of this cl�use, an3 n�t �therwise r�cover�d �y or �r�c�ited to the c�wner. � r. AbJUSTMENT: If the termination hereunder �e oartiat, prior to t}ie s�t`_l�rtlerlH of_ the termin3ted portion oF this contract, the i_ontrartc�c may file with the En�ineer 3 re��uest in wrir_ing E�r an ' �(� � � I j��'��is U��Ji1�lU� �,r C7- 7( L Z) �� I��' ��::�151QN�U � � ��'�� o � � � �o �� o � � � � a, the E.3br icat�3 or ��n �,3bric:ated �ac �y � wor.c in pro:.ess, comnt�tF�d work suv�1 i•�s and ot�er mat�rial nroducPd a�� a,�art of, or acqui.=�� in connection with the performance uf, the work t�rmin.�ted by the notice oF termination; and b, the compl?ted, or partially co�nplPt�� plans, drawing�, inEormation and oth�r property which, if the co�itract had been completed, woa13 l�ave bee� required to �e furnished to the Own��r.. S, compl��te performance of such p�r� �f t��e work as shall n�t l�av� been ter,nin�ted by th� notice oF tec:nination; and 6. take su�t� ackion as �tay be necessary, or as the EngineQr may direct, For the protecti�n and preservation oF t}�e ��ro�erty rzlated to its contract which is in the pos5ession �� the Contractor and i� which the ��wner has or �.nay acquirP the rzst. � +S�e � � � � At a tirne not later tl�an 30 days :�i ��r t;�e ter.mination datz speciEie3 in the no�ice oE t:�rmination, the Contractor may submit to tne E�lgineer a li5t, c�rtified as t�� quan`ity an�j g�iality, oF any or all items o� termination inventory not previou�ly a�5o�;ea of, exclusive oF it�ms ti�� dis?ositi��n of_ whic'� has been 3i-�c,��,� ��r. authQrized by the Engine�r. �� later than LS 3a;�; t'��r�.�Ft�r, tne Own,�r shall acceot titte to s,1r��i items uro��idP�i, �h�� the Lis� sut��nitted sh�11 'u� subject t�� vnri�icat.ton �y ri�e Engi�e�r .lo�� ra�n�val oE tn�� ite�ns or, iE the it�ms are st�r�.�, :vithi•� 45 days Ccom ti�e date oE suhmi�si,�n oF. r_�1-� list, and any nPc�ss3ry �dj,istments to c�rrNcF �'- �.:r_ List as :;u'omi�ted, sha11. bP ma�? nri��r :�� Ei.�a� Settlement. C. 'PERMINATION CLAIM: Wi. `hin oU da,�s .3f��r .��r i�,� ��F c�r.minatio�, ti�e ��on:�CdCC.�r :3hall s�i�mit �i•� rF?CRllfld�lnn C'Ld1�Tl tU t}]? F.'lgi-�eer L[1 1.i1P_ `��rill drl:� wirl� t�» c:r:C�LElCd� 1'J�l ��r.t�5,r i�e:l by t�i,� �ny �,,�»,- 'Jn l,�ss one ��r m�r.:� ext �n5 L•�flS i� wr i � in:3 a; , .3 ran~NC� b�7 �F1? �Wrl ? r �lnOt] C��:1?5 t 7 F i.i1 � �,Of]tC3��'�C� �T1:qc�? L'1 W�l�1RCJ within ssc�� qQ-:j3'f ?��"_L"lOCj �!" -l�1Cf1�7C �L?;� �'?Cr��f1SLU�l til?CP_Of � dR•� �r��j 3l � :i1LIl CL(i�TiS ti�ld�� `.�r-� r.:;�r]i,l..lSL'J'?Ly �'=-'�'-�q;-',� •>I:t1•I:C.j� ! '�:�U�'�� _'�CGG°�� ' � 7- 7 (.L 1) I!:; C u�i� �� US� ° �� I I U"l�o 1'lCIL��:UWo ��. `1 �r � � � � � ' equitable adjustment of the price or prices specified in the contract relating to the c ontinued oortion of the �ontract (the portion not terminated by the notice o� termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owneri,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 I�IMITATION OF RIGHTS: Nothing contained in this section shall limit or alter th� rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of Abar�donment 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 SAF�TY METHODS AND PRACTICES: The Contractor shall be responsible for initiating, maintaining, and supervis�ing all safety precautions and programs in connection with theiwork at all times and shall assume all responsibilities for their enforcement. , The Contractor shall comply with federal, state, a�d local laws, ordinances, and re�ulations s� as to protect person and property from injury, including death, or damage in connection with the work. ; � ' ��'G�� ' '��i'�;`1 ��'GG� ' °� � � �7Ir� � � __ � I —i 113 � �lla �� '�'UOUp ��Wo � before its final acceptance by the Owner, (except as pravided in paragraph CS-5.14) Far all risks of whatever description connected with the prosecution of the work, for all expense incurred by or in consequence oF suspension or discontinuance of such prosecution of the working operations as herein specified, or any and al.l infrinqements of pat�nts, trademarks, �opyrights, or other legal reservations, and for campteteing the work in an acceptable manner according to the terms aF the Contract Dacuments. The payment aE any current or partial estimate prioe to Einal acceptance oE the vtork by the Owner shatl ict no way constitute an �cknowledgment of the �cceptance oE �he work, mat�rials, �r equipment, nor in any way prejudice or aE�ect the obligations of the Contractor to repair, correct� renew, or repl�ce at his own and proper expense any deFect•s or imperfectians in th� construction or in the strength or qu�lity of the material used or equipment or machinery furnished in or about the construction of the work under cnntrar_t and its appurten�nces, or any damage due or attributed to such deEectis, which defects, imperfection� or damage sha11 have been discovered on or before the final inspection and acceptance of work or during the one year guaranty period after final aCceptanc�. The Owner sha11 be the sole judge �E such defects, imperEections, or d3mage, and the Contractor shall be liable to thP Owner Eor failure to correct the same as �rovided herein. C9-8.5 PA�tTIAL ESTIMAm�S AND RETAINAG�: 9etween the lst and Sth day of e�ch month the Contracter sha11 submit to the Enqineer a statement shc�wing �n �stimatP oE the value of tihe work done during the prQvious month, or esr_imate period under the Contract Documents. Not 1�ter than thP lOth d�y of the month the Engineer shall verify �uch e5timatP, and if it is �ound to be acceptable and the valu� oE work performed since the last partial payment was made exceeds one huadred dollars ($100.001 in amount, 90$ of such estimat�d sum will be paid to the Contractor iE the total contr�ct am�unt is less th�n $400,000, or 95� of such estim�ted sum will be paid to the Contractor if the total contract amvunt is $400,000 or great.er within twenty-five (25) days aFtsr the rPgular estimate period. The City will have the aption oE pr�p�ring e�timates on Forms furnished by th� City. The partial estimate may include acceptabl� nonp�rishat�le mat?rials delivered ro the work which are to be incorporate�i into the worl� as a permanent pa�t thereof, but which at the th� time �� the estimate ilave not been installad. (suCh payment wi11 be altowed on a basis of 85� oE the n•�t invoice value th6reaE,1 ThP Contractor shall furnish the Engin�er such information as he may r��uest to aid - _� -,, � � -; �;�,c� o,� �,�r��,��,��,�� , �: ., �,� � --�L-:�� , � � ti� ��r °��G�� . : 9 - 8 ( 2 ) � �Gl�,, V � : �a ��`G%�`''�� 9 • � � � � �� 'r� ,� �� ,� � � PART C - GENERAL CONDZTZONS CS-8 MEASUREMENT AND PAYMENT � SECTION ca-a MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The determination of � quantities of work performed by the Contractor and autho�ized by the Co�tract 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 � be made according to the United States Standard Measurements used in comman 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, equip�nent, 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 iontract � Documents. 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 qther 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 operatio�. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set � forth, the said "Lump Sum" shall re�resent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work �ecessary 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 i:ontractor shall receive and accept the compensation, as herein provided, in full payment Eor 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�� defects or obstructions which may arise or be encountered durin�� the prosecution of the work at ' ��U�'G�l�� 'C��C'�@ ` C 8- 8 ( 1) �:: ��Uf c��:; U�l5I��1U,� U � �`� �'�v)�'��M. �e � � , The amount oE the final estim�te, less previaus payments and � any sum that havP been deducted or ret�ined under the provisions oE the Contract Documents, will be paid to the `i Contractor within 60 days after final accep`ance by the Owner „� on a proper resolution oF the City Council, provided the , Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of tihe final estimaie � for payment, the Cantractot sha11 execute an aEfidavit, as , Furnished by the City, certiEying that a11 persans, firms, associations, cvrporations, or other org�niz�tions furnishing � labor and/or materials have been paid in full, that the wage - , scale established by the City Council in tha City of Fort � Worth has been paid, and that the�e ar� no claims pending for personal injury and/or property damages. ,,� The acceptance by the Contr�ctor of the last or final payment as aforesaid shall operate as and sha11 rele�se the Owner from � all claims or liabilities under th� Contract Eor anything done or furnished or relating to the work under �ontract Documents or any act or neglect oE said City relating to or connected �' with the Contract, _ The making of the final payment by the Owner shall not relieve the Contractor o� any guarant�es or other req�irements of the Contract bocuments which sp�ci�icall� continue thereafter. C6-6.9 ADEQUACY OF DESIGN: it is understnod that the Owner T believes it has employed com�etent Engineers and designers to "'� prepare the Contract bocuments �nd all modifications of the aQproved Contract Documents. Lt is, therefore, agreed that ��! the Owner shall be responsible �or the adequ�cy of its own ,.� design features, sufficiency of the Contract Documents, the saPety oE the s�ructur�, $nd the practic�bility of the -� op�rations of the completed p�'aject, provided the Contractor has complied with the requir�m2nt4 of �h� said Contract Documents, all anproved modific3tions thereaf_, an3 additions and alterations thereto approved fn writing by the Owner. The �� burden of proof of such complianc� sha11 be upon the Contractor to show that he has complied with the said requirements oE ttie Contract Documpnts, 3pproved modifications '`� thereof, and all approved addi�i�n� and �Lter�tions thereto. C8-8.10 GENERAL GUARANTY: HpithpC th� fin�l certiEicate of � payment n�r any provision in the Con�e�ct 7oruments nor � partial or entire occupancy �r use oE the pre�nises by thz Owner shall constitut� ar1 acc?�tance ��E w:�rk not done in accordance witn the �ontcxr_t �ocumAnts or relieve the �� Contractor of liability in r.es�Pct to any Axpress warranties -� or r�sponsibiLity for E�ul�y ma��ri�1� �r workmanship. The Contract�r sh�11 remedy any dpE��y �� iarnaga� in rti� �;ork and " �� i ' r�'I�; i;. � ..� i '� � �'' C' . , �c,'� �a Jc �. � L ' � 8- 8 f 4 1 !�!; �� `u ��rG��i�G: U . ��i, �,�'�'G'1��, ��, � � � � �,i � s him as a guide in the ve�ification or the preparation of partial estimates. It is understood that the partial estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate rendered fo�lowing the discovery of an error in any previous estimate,and such estimate shall not, in any respect, be taken as an admissior� of �he Owner o� the amount of work done or of its quality of sufficiency, or as an acceptance of the work done c�r the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves �he right to withhold the payment of any monthly estimate if the contractor fails-to perform the work � strictly in accordance with the specifications or provisions of this contract. �' C8-8.b 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. � � L� C8-8.7 FINAL ACCE�TANCE: Whenevez the improvements provided for by the Contrac Docume�ts shall have been completed and all rec�uirements of the Contract Documents shall have been fulfilled on the part of the Contraetor, the Contractor shall notify the Engineer in writing that the improvements ace ready for the final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable t�me make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been campleted in accordance with the terms of the Contract Documents and all approved modifications therzof, the Engineer wi11 initiat� the processing of the final estimate and recommend final acceptance of the project and final payrnnnt therefor as outlined in C8-8,8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided for by the Contract Documents and all approved modifications thereof shall have been compLeted and all requir�ments of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. All prior subject to payment. estimat�s upon which payment has been made ar� necessary corrections or r��isions in thz final � C8-B ( 3 ) ----- � �,., r. � i�� I��':��EG��.� �`L��1 °� ��CU U' ��'�G?� ° e1� �� f�, ' JG'��4 �[�o �. � ' pay for any damage to other work resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified andshall furnish a good and sufficient maintenance bond in the amount of lOQ 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 gqverned 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 �. s�aecif ic item for bid has been provided for in the Proposal, shall be considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal, for � each bid item. Surface restoration, rock excavation and cleanup are general itzms of work which fall in the category �. of subsidiary work, C8�8.12 MISCEI,I,F�NEOU$ PI,�CEMENT OF MAT��tI,A,L: Material may be al�ocated under various bid items in t!-,P 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 mat?rial will be made for only that amount of material used, measuced to the nearest one-tenth unit, �' Fayment for misc�llaneous placement of matzrial shall be in accordance with the General Contract Documents regardless of � the actual amount used for the project. � C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a � copy of all specifications, plans, addenda, modifications, � shop drawings and samples at the site, in good order and annotated to sliow all changes made during the construction � process. These shall be delivered to Engineer upon completion ; of the work. , , ' � �- � -�l��V��l�� `_'�� j ��1i!�� C�:~le'��1� -- � i �l�o C8-8 (5) � D �. � � � � � a � D a � � a � � a D � 0 C 0 6 �r��O� �� s��r�.��,��:� .co�x�ror�s �co s��r� � . � 0 � � ��c►�� o�� }��c�Qo f rw ( U U' c�'�� U,.115lPi�lU,� ll ir�' r n^,I1� (� �1{��% s .',,� �,r�'�1:�"'�l�F JL�LUo NOTE: These contract documents incorporate both Part C- General Conditions ( Water Department ) and the Standard Specifications for Street and Storm Drain Construction ( Transportation and Public Works ). In the event of a conflict between the two, Part C- General Conditions shall apply to Unit I, Sections A& B, and the Standard Specifications for Street and Storm Drain Construction shall apply to Unit II. � �[��U�� C�CoJ�� `v `�r C)�v�lSWNW U U !Ic Ul'I'v�!�:��UUp ��o � � �� SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS A. General � These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and affect. B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS. ENTERPRISE CONIPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: �"" Upon request, Contractor agrees to provide to Owner complete and accurate information � regarding actuat work performed by a Minority Business Enterprise (MBE} andlor a � Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit andlor examination of any books, records or files in its possession that will substantiate the actuai 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 wilt 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 a negligent '� misrepresentation) and/or commission of fraud will result in the Contractor being •.y determined to be irresponsible and barred from participating in City work for a period of �, time of not less than three (3) years. C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: � "No sureties will be accepted by the owner which are at the time in default or delinquent � on any bonds or which are interested in any litigation against the Owner. All bonds shall ;� be made on the forms furnished by the Owner and the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall � be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or �;, (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond � shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: � Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the IOth day and 25th day respectively. Estimates will be paid � within 25 days following the end of the estimate period, less the appropriate retainage as '" set out below. Partial pay estimates may include acceptable nonperishable materials ,� delivered to the work place which are to be incorporated into the work as a permanent � part thereof, but which at the time of the pay estimate have not been so installed. If such Revised Pg. 1 '� ��I�I�0��;0 °�� J�� ;. �'' G/04/99 !� ��j� � ��:; U;LS IPi�1U1� � l �a Q�G��b9 ��. � � � materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be �•• reasonably requested to aid in the verification or the preparation of the pay estimate. � For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent � (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). � Contractor shall pay subcontractors in accord with the subcontract agreement within five �=` (5) business days after receipt by Contractor of the payment by City. Contractor's failure ,� to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor untit compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same wil! be subject to correction in the estimate rendered �.,, following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the �" work done; shall not release the Contractor of any of its responsibilities under the � - Contract Documents. � The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. E. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION • INSURANCE» � F. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" G. C6-6.12 CONTRACTOR' S RESPONSIBLITY FOR DAMAGE CLAIMS.: Page C6-6 (8), should be deleted in its entirety and replaced with the following: e_ : Contractor covenants and agrees to indemnify City's engineer and architect, and their � personnel at the project site for Contractor's sole negligence. In addition, Contractor �, covenants and agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits r 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 any such t' iniurv, damage or death is caused, in whole or in nart, bv the negligence or alle�ed �. : neglieence of Owner. its officers, 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 from the performance of any of the terms and conditions of ,� this Contract, whether or not anv such iniury or damage is caused in whole or in vart bv the neelieence or alleQed ne�li�ence of Owner, its oificers, servants or emplovees.. R In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall n �actor ,��,;ri`a��v��_l� G"'�`'�:"''u�L! ;=i� u _,�� v Revised Pg' 2 (� :- �'� U U��':; �� s�° U� U 6/04/99 ' �1 ��// ��u (v �'ll U Yp �l'7UVa 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 for damages is outstanding as a result of work performed under a City Contract. Revised 6/04/99 �-,^�,. � L�� " ��.�1�� 'C��o ° Pg. 3 ��- ��1�� '� � � ° �1� ��'', � G`��JA �[�{e _.. _."._� � � ' � 1 , 1 , 1 , � ---, I� 1 � � ' � , 1 � � � � � � � � � � � � � � � � � i � � S.��G-ia� Co�id�nQ�s 0 0 � ; ,,��r�� /�� QD 'v��'"' ��'G�� ° Q� .; � u u c; .. � �� f � ��'��9 �[��a � r" .._. � ... � �,� I �� r�.,� r �.,,, � r r r... �.� � i :.. � LJ 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-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 PART D - SPECIAL CONDITIONS UNIT 1- WATER IMPROVEMENTS TABLE OF CONTENTS DESCRIPTION General Project Designation and Description Right to Audit General Conditions Revision City Furnished Materials Wage Rates Coordination with Fort Worth Water Depariment Dewatering Crossing Existing Utilities Existing Utilities Exploratory Excavation Crushed Limestone Backfill Trench Safety System for Water Department Projects Only Removal, Salvage, and/or Abandonment of Existing Facilities Blocking Ductile Iron Pipe and Fittings Polyvinyl Chloride (PVC) Water Pipe and Sewer Pipe Valve Cut Ins Connection of Existing Mains Onutted Bonds Barricades, Warnings and Flagmen Traffic Control Type "C" or "D" Backfill Omitted Omitted Disposal of SpoiUFill Material Workers Compensation Insurance Test Holes Omitted Trench Excavation Backfill and Compaction Equal Employment Provisions Subsidiary Work Bid Quantities (Misc. Ext.) Omitted 2:27 Concrete Easements and Pernuts Temporary Erosion, Sediment & Water Pollution Control Miscellaneous Placement of Material Fences Polyethelene Wrapping Delays Water Services Pavement Repair 2-Inch Temporary Service Line Deholes (Misc Ext.) Project Signs Purging and Sterilization of Water Lines Contractor's Responsibility for Damage Claims �:;��GO�� C�G�D �� U U� C�N��`%I},�i611WU� II ��o �I;' ��"_I�I��p �ISWo � � .-- � D-1 GENERAL: Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions thru January 1 1978, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. '"' 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 W, generally, but not necessarily, follow the guidelines listed below: .�. 1. Plans 2. Contract Documents � 3. Special Conditions � The following Special Conditions shall be applicable to this project and shall � govern over any conflicts with the General Contract Documents under the ,•- provisions stated above. ,..,, r D-2 PROJECT DESIGNATION, LOCATION AND DESCRIPTION: , Construction under these Special Documents shall be performed under the Fort Worth Department of Engineering Project Number: Water Project Number: PW53-06053017550 '' The Construction to be accomplished �nder this contract is designated as ,�� Bryce Avenue Reconstruction (from Clover Lane to Tremont Avenue) �' Unit I, Water Improvements Replacement of existing 4" and 6" water lines with new 8" PVC Water Lines and "� appurtenances along Bryce Ave, including water line Crossings at Thomas Place •�... and Hillcrest Avenue. � � � � �-1 ��f��u��i� ��C�GG�D '` �ti U' ��: �� II Ua l'� I_'�UOp �LSUYu �9 �., - j� D-3 RIGHT TO AUDIT: �� . Part C- General Conditions, Section C8-8 MEAS TREMENi' �TTT� PAYIvIENT, Page C8-8 �` (5), add the following: "C8-8.14 RIGHT TO AUDIT: r- � (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to exam.ine any directly �_ . pertinent books, documents, papers and records of the Contractor involving transactions relati.ng to t}�is contract Con�tractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of � this section. The City shall give Contractor reasonable advance notice of intended audits. �,,, .(b) Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) '` years after final 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 tran.sactions to the subcontract, and further, that City shall have '� access during normal working hours to all subcontractor facilities, and shall be provi�ed � adequate and ap_propriate 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. r (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: r 1. 50 copies and under -10 cents per page -� 2. More than 50 copies - 85 cents for the first page plus fifteen cents for each page .. thereafter. . � �.. � ..: D-4 p�RT �GENER.AL CONDITIONS RFVISION: The Part C, General Conditions have been revised and updated, therefore several "standard" entries of the Part D, Special Conditions have been added to the Part C, General Conditions. J �-2 ��;��d GOI�� '�C��Q� +: �� C��:�Gc?��;1�1� ��o ��!��'�� .�o ,_.�.. . . --�� .� C� � � .., . Some of the charges are listed below for your convenience: Previous D Section Title Equal Employment Provisions Lump Sum Insurance Clean up Record Documents Miscellaneous Placement Materials Subsidiary Work Existing Structures Existing Utilities Special Contract Time Ingress and Egress Traffic Control Fences C-Section Location C3-3.3 C8-8.3 � C3-3.11 CS-5.17 C8-8.13 C8-8.12 C8-8.11 CS-5.14 CS-5.14 C7-7.10 C6-6.5 C6-6.8 C6-6.0 '' D-5 SITY FLTRNISHFD MATERIAL�: For water projects, the City will fumish "pipe cleani.na pigs", chlorine gas or chlorinated lime (HT'I� and all water for in.itial cleaning and sterilization of water lines. All other materials for construction of the project, including water for compaction shall be �= fumished by the Contractor. r D-6 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevaili.ng classifications and rates that shall govem on all work performed by the Contractor or any subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of waDes be paid. (Attached). • r • ;� D-7 SOORDINATION WITH FORT WORTH WATER DEPAI�T�: During the cons�uction of t}�is project, it will be necessary to deactivate, for a period of time, �' existing lines. The Contractor shall be required to coordinate with the Water Department to L, determine the best times for deactivating and activating those lines. �.. �.. D-8 DEWATERING: � The Contractor shall be responsible for det�n�n;ng the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be iesponsible for damage of any nature resulting from the dewatering operations. �-3 �c� �� GOi�� G'�� G1D �� Ilr C��:� ° � ° G�� V UO ��/�?UU� II�U�3D �Lr � �-� The dischazge from any dewatering operation shall be conducted as approved by the Engineer. Ground water sb.all not be discharged i.nto sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the linear foot bid price of the pipe. _ i-9 �ROSSING OF EXISTING �TT�ITIES: Where a proposed water line crosses over a sanitary sewer or sanitary sewer service li.ne � and/or a proposed sewer li.ne crosses over a water line and the clear vertical distance is less than nine (9) feet barrel to barrel, the sanitary sewer or sanitary sewer service line sha11 be made water tight or be constructed of ductile iron pipe. The required length of replacement �� shall be determined by the Engineer. The material for sanitary sewer mains and sanitary � sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping as specified ,,,, in Material Standard E1-6 contained in the General Contract Documents. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene '' wrapping as specified in the General Con�act 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 appurtenances required, shall be included in the li.near foot price of appropriate bid item. " ` )-10 EXISZ'ING LTITLI'IIE_�: ,�. The plans show the locations of all known surface and subsurface strucrares. However, the ' Owner assumes no responsibility for failure to show any or all of these structures on the ' Plans, or to show them in the'u exact location. It is mutually agreed that such failure shall . not be considered su�cient basis for claims for additional compensation for extra work or ti... for increasing the pay quantities in any manner whatsoever. - The Contractor shall be responsible for verifying the locations of aad protecting all existing ;, , utilides, 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 b 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 relocarion of such facilities shall be ,, included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. � � � � �-��,, ��Gu�D g� ��'��'U��LOi=s;i''s �� ! c . ��; ��br � �'<� �'��Gl� U Ua V�Y \�%�.I�IIII� OL7UUo ,.,. ...., t,. � �e Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service li.ne. 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 properiy of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs, of their property that may be made necessary by performance of this contract , � , D-11 FXPI,ORATORY EXCAVATIONS: ', In addition to those areas as may be designated on the Drawings, it shall be the Contractor's r responsibility to excavate and locate existing utilities which may affect construction of the �-� water and/or sewer facilities. All exploratory excavations shall occur far enough in advance to permit any necessary relocation to be made with minimum delay. All costs incurred by � the Contractor in making exploratory excavations shall be considered to be included in the ' unit price bid for constructing of water/sewer line or the associated structures. D-12 S'RtTSHED LII�"�STONE BACI�FIL.L.: �" Where specified on the plans �or directed by the Engineer, crushed limestone shall be used ,� for trench bacl�ll on t}us project The material shall conform to Transportation and Public �. . Works Standard Specifications for Street and Storm Urain Construction Division 2 Item 2083 Materials Sources. �� ' Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Bacl�ill, Construc6on Specifications, and General Contract Documents. .,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 Bacicfill Materials, Construction Specifications, and General Contract d�� Documents. r F `"' D-13 T'F�FNCH SAFETY SYSTEM FOR WATER DEPARTNIENT_ PROJFC'TS ONLY: �, 1. GENER.AI.: This specification covers the trench safety requirements for all trench excavations exceeding a depth of five (5) feet in order to protect workers from cave-ins. '� � The requirements of this item govern all trenches for mai.ns, manholes, vaults, service p lines, and all othez appurtenances. r �.... nr.. � 7,, �. � 1 C��G?D '',';rG.'''�,.��'d G`:[� ° �, � � � i �-5 � � �� : �G'��Gc?h� i�j, `;i,^r'�i�;�W� �L�Wo �e4� � i, �. I� Us L:�,...1��'_ ! � ``�� 2. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and � Health Administration Standards, 29 CFR Part 192b, Subpart P-Excavations, are hereby ! made a part of this specification and shall be the minimum governing requirements for trench `, safetY• � . 3. DEFINITIONS: r' A. TRENCHES: A trench is referred to as a narrow excavation made below the surface � . of the ground in w}uch the depth is greater than the width, where the width measured at the bottom is not greater than fi.fteen (15) feet If forms or other structures aze ~ installed or canstructed in an excavation so as to reduce the dimension measured from the forms or structure to the side of the excavation to fifteen (1 S) feet or less at the bottom of the excavation, the excavation is also considered to be a�ench. �""' B. BENCHING SYSTEM: Benching means excavating the sides of a trench to form one r 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 aze inclined away &om the excavation. D. SHIELD SYSTEM: Shields used in trenches aze 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 desi�ned to be portable and move along as the work progresses. Shields can be either premanufactured or job-built in accordance with OSHA standards. �= E. SHORING SYSTEM: Shoring means a structure such as a metal hydraulic, mechanical or timber system that suPports the sides of a trench and which is designed � to prevent cave-ins. Shoring system is 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 5ve (� feet and shall be full compensation for safety system design, labor, tools, �. ,, materials, equipment and incidentals necessary for the installation and removal of trench � safety systems. � �`��U��l��:% ��I�GU�D � �v-r�ti'' ��:�G?��'JG?� ir�� N�;�!''; .'�l� n �I �1�a �" � ._ � � This a e intentionall left la . p g Y b nk � �' � � � � � � � � � � � .�- � � D-� ��6�'O/�d �'�C�� 'tif ��[�� ° G��l ��o G�J��'��R ��l�o � � �"� D-14 REMOVAL, SALVAGE, AND/OR ABANDONMENT OF EXISTING FACILITIES �.- Any removal, salvaging, and/or abandonment of existing facilities will necessarily be required ' as shown on the plans, and/or described in these special Contract Documents. In addition to �y those located in the field and identified by the Engineer. This work shall be done in � accordance with Section E2-1.5 Salvaging of Material and E2-27 Removing Pipe, of the , General contract Documents and Specifications unless amended or superseded by requirements of this Special Section. .� 1. SALVAGE OF EXISTING WATER METER, AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Department warehouse by the Contractor, in accordance with Section E2-1.5 Salvaging of Materials. Backfill Material for the void meter box shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the service lateral is not to be reused, and it is connected to an active water main, then the contractor will be required to plug the water service line at the main. 2. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed �. and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in "" accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding surface and grade. r- 3. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and returned to the Water Department warehouse by the contractor in � accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the �- valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill rnaterial shall be suitable excavated ~ material approved by the Engineer. Surface restoration shall be compatible with existing '�� sunounding surface and grade. If the valve is in a concrete vault, the vault shall be _ demolished in place to a point no less than 18" below final grade. 4. CUTTING AND PLUGGING OF EXISTING MAINS: At vaxious 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 facilitate proposed construction. Cutting, plugging and grouting existing mains and/or services shall be considered incidental to all costs incurred will be considered to be included in the linear foot bid price of the pipe. `" 5. REMOVAL OF EXISTING PIPE: Where removal of existing water mains, or sanitary �- sewer pipe is required, it shall be the Contractor's responsibility to peroperly dispose of ; all removed pipe. All removed valves, fire hydrants and meter boxes shall be delivered "" to the Water Department Field Operations Storage Yard. r �, ,; � 0 t / : �,�G��O�:� ��l�C��D � C � `�� N�� G��1�� I�o ,�;�,��I�P ��o � � �'" 6. PAYMENT: Payment for all work and material involved in salvaging, abandoning and r or removing of existing facilities shall be included in the linear foot bid price of the water ; line, except as follows. �� Separate payment will be made for the removal of Fire Hydrants, Gate Valves 16 inches j�„ and larger. Payment will be made for salvaging, abandoning and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i.e., when �" removal requires a separate trenching operation. D-15 BLOCKING: �` Concrete blocking on this project will necessarily be required as shown on the plans and �•- shall be installed in accordance with General Contract Documents. All valves shall have concrete blocking for supporting. No separate payment will be made for any of the work � involved for this item and all costs incurred will be considered to be included in the � Linear Foot bid price of the pipe. D-16 DUCTILE IRON PIPE AND FITTINGS: Ductile iron Pipe and Fittings on this project shall be in accordance with the material standard contained in the General Contract Documents, except for the changes listed below. � = Reference Part E-2 Construction Specifications, Section E2-7 Installin� Cast Iron Pipe, 4 Fittin�s and Snecials, Paragraph E2-7.11 Cast Iron Fittin�s. Delete this paragraph in its entirety and replace with the following: �.; E2.7.11 DUCTILE-IRON AND GRAY IRON FITTING: All ductile iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price ' bid per ton of fittings shall be payment in full for all fittings, joint accessories, . polyethylene wrapping, and concrete blocking necessary for construction as designed. All biddin� Contractors shall submit with their bid: �-�� a. A complete list of fittings and weight upon which the per ton price is based. The r weight of each fitting shall include the weight of glands, bolts and gaskets for each ; joint, as applicable. �• b. Should the installed fittings vary from the itemized listing submitted with the bid, the , per ton price shall be adjusted by the increase or decrease in weight of the fittings as � installed, multiplied by the cost per ton of fittings as bid. c. All ductile iron and gray-iron fittings, valves, and specials shall be wrapped with �. polyethylene wrapping conforming to Material Specification E1-13 and Construction k Specification E2-13. Wrapping shall precede concrete blocking. Payment for the �.; polyethylene wrapping will be included in the bid items for valves and fittings, and no •- other payment will be allowed. �. � D-9 �"�� GU�[� ��[�C�G�D ' =��`tif ��C��: G�� 1�1� �� G�;��,r;,��g ��o J �... � 'i,..a r� Payment for work such as bacl�ll, bedding, blocldng and all other associated appurtenances required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). D-17 POI,YV�?;T� CHI,ORTT�E (PVG) WATER PIPE AND �EWER PIP�.: Polyvinyl Chloride Plastic Water Pipe and Sewer Pipe on this project shall be in accordance with the material standard contained in the General Contract Documents. Detectable underground utility warning tapes wluch can be located from the surface by a pipe ,..,. detector shall be installed directly above the PVC pipe. The detectable tape shall be"Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a �' minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plastic jacket , that is impervious to all lmown alkalis, acids, chemical reagents and solvents found in the soil. '�e min;mum overall thicl�ess of the tape shall be 5.5 mils and the width shall not be less than two (2) inches with a minimum unit weight of 2-1/2 pounds/1 inch/1000 feet The tape �� shall be color coded and imprinted with the message as follows: Type of Utility r Water Sewer Color Code Safety Precaution Blue Safety Green Legends Caution Buried Water Line Below Caution Buried Sewer Line Below , Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum `"" of eighteen (18) i.nches between the tape and the pipe. ,,_ , � Payment for work such as bacicfill, bedding, blocking, detectable tapes and all other associated appurtenances required shall be included in the linear foot price bid of the appropnate B r� �IT'EM(S). D-18 VALVF C'T 1T-�1 : It may be necessary to cut-in gate valves to isolate the water main from which the extension and/or replacement is to be connected. This may require, closing valves in other lines and putting consumers out of service for that period of time necessary to cut in the new valve; the work must be expedited to the utmost and all such cut-ins must be coordinated with the Engineer in charge of inspection. All consumers shall be individually advised prior to the shu: �ff and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocki.ng, and all other associated appurtenances required, shall be included in the price of the appropriate bid items. �_ 0 n-io ,,:.,,�i��Gt� G��C�C1G°?D �, � �� ' �� G�� i��T+��'� ��f�9 �� ,� �i�i�;-.? .�t • �:.,� o � � �"tl D-19 CONNECTION OF EXISTING MAINS: � The Contractor shall determine the exact location, elevation, configuration, and � angulation of existing water lines prior to manufacturing of the connecting piece. Any differences in locations, elevations, configurations, and/or angulation of existing lines t� between the contract drawings and what may be encountered in 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. Doo Kim, Construction Engineer, Phone No. 817-871-8252, at least 48 hours prior to the shut down time. The ~ Contractor's attention is directed to Paragraph CS-5.15 INTERRUPTION OF SERVICE, ° Page CS-5.15, Part C— GENER.AL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. � The cost of removing any 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-201NTERPRETATION AND PREPARATION OF PROPOSAL: Part G General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2(4) exchange paragraph C2-2.9 with the following: 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 t. proposals, provided such telegraphic communication is received by the City Purchasing Office prior to said proposal opening time, and provided further that the City Purchasing '"' Office 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. .,.. � � � � � 0 a D-11 �� r �� f��G�Q� E[�C�JG°?L� ��'1� �C��i ��[��1�°� �o ��r�6'f�Jy fi-`�.��°__._. P'" � ., � ."� . -;_:;: _ , . - C2-2.9 TELEGRAP�;L[C MOD�FICATION OF PROPOSALS: A,ny bidder may modi�y his � proposal by telegraphic communication at any time prior to the time set for openi,ng �roposa�s, provided such telegraphic communiaation is received by the Engineer prior to the said �z'oposal opening tinac, and provided fwt,her, that thc Eng�neer is satisfied ihat a written and �� d�,ily authenticated confizrnahon o�suc,h telegra�hic canamunication over the signature of the bidder was xnailed priar to thc proposal open.ing time, I�such confi�mation is not received within forty-eight (48) hours after the �ropasal opezai.ng time, no �iz�ther consideration will be �, � given to th� proposal. '' D-21 ��: Reference Fart C, Gen�ral Conditians, dated November 1, 19$7; (Cxty let projects) make the followi.ng deletivns: � Pg. C3-3(3); paragraph C3-3.7a—Other Bonds: On the sixth Iine of the para�raph begi.nning r� Na sureties. ., delete the words the City of Fort Wort�. "' Pg. C3-3(�, �aragraph C3-3.1 lg Local Agent For Insurance and Bonding: delete the entire ,�-. sub-paragraph. D-22 BARRi('Ai�ES �RNfNS.S�Aj�1D FI� 7��(FN: Reference Part C- General Conditions, Section C6-b.8 BARRIC,�,DES, WA,RNINGS AND �., WATCI-�MEN; Wherever the word Watchmen appears in this paragraph, it s}�all be changed to the word flagmen. '" 2• IA the first paragraph, lines five (5) and six (�, change the phrase take all such other � precautionary measures to talce all reasonable necessary �neasures. D-23 TRAFFI�„�ON7'RpI ; �-•- Contractor shall take special care in the installafion of warnin si � gns, barzicades, pavement r markings, drums, warning �ights, etc. to wazu and d'uect $treet traffic safety through the , project construction site. A,ll warning si�s, bazricades, lights, pavement markings, drums, `" " etc. shall comply with the requirements of the Texas Department o�' Tramsportation's Manual on Uniform Tra�c Control Devices for Streets and Highways. The Traffic Control plans � shown in the plans is the minimum requizements foz �afely directing traffic through the pro�ect site for the respective stages of construction The Conhactor shaU coardinate with and � get the ap�rova] of the City of Fort Worth Tz�ffic Operations Divi�ian before installation of ;�,,, temporary construction tra.ffic control devices and changes to tra.ffic Aow through the project site: The cost for in.stallation and maintenance of temporary traffie control devices during "' cons�uction shall be considered incidental to other bid ztems. There shall be no special � payment for traffic control. w � �,�,�;�U��G�I�� [��G�D n-i2 '�•u� ur ��'�G��G�� 11 Va VC�VG'�UUp �l7Wa � � �f r� D-24 TYPE "C" OR "D" BACKFILL: Excavated material used for Type "C" or "D" Backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8*. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastie material, the Engineer may waive this requirement. See EI-2.4, Type "C" or "D" Backfill, and E-2.11, Trench Backfill**. *Revised 3-20-81 **Revised 4-20-81 D-25 OMITTED D-26 OMITTED D- l 3 !� �[�� G�l�� '�C��D �� ' �,[�� U��G?� (�a �n ��p ��o � L.. � � � • � : V�.ti : • � • ' D-27 I�I��.SAI, (�.,?F SFOIL/FTI.I�1vL�T� T T.: - Prior to the disgosiz�g vf any spoil�fill material, the contractoz shall advise the D'uector of Transportation a.nd Public Woz�k�, acting as the City of Fort Worth's Flood Plaa.n Administrator ("Adm�inistrator"), of the location of all sites where the contractor intends to dispo5e of �uch material. Contractor shall not dispose of such material untii the propo5ed sites have be�n determined by th� Adnni.uxs�ratar to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordiwance �10. �005�. All disposal sites must be a��'oved by the Administrator to ensure that filli.ng is not accurring within a flood �lain without a pezmi� A flood plain pez�mxt can be �ssued upon approval o�'necessary engineerimg studies. No fill permit is required if disposa.l sites are not in a flood �lain. Approval of the cont�actors disposal sites shall be evidenced by a letter signed by the Admin�stratoz stating that the site is not �n a la�own flood plain or by a Flood Plain Fill Perm�t authoriting fil� within the flood plaan Any expenses as5ociated with obtai.ning the fill permit, including any mecessary engineering studies, shall be at contra.ctors' expens�. In the event th�ai the contractar dispases of spoiUfill material at a site without a fill penwit or a letter �rom the Adm.inistxator approving the disposal site, upon notification by the D'uector o� Transpo�tation and Public Works, Contractor shall remove the spoiUfill material at its expense and dispose o� such materials in accordance with the Ordin�ances of the City and this section. D-28 W�RKERS' CnMP�SA'rJON,j�.��,1�,ANCE: A. Contractor agrees to provide to the Owner (City) a certificate showing that it has obtaaned a policy of workers compensation insurance covering each of its employees employed on the project in compliance with state law. No Notice to Proceed wil� be issued until the Contractor has complied with this section. B. Contractor agrees to zequire each �nd every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcoutractor has a policy of workers compensation insurance covering each employee employed on the projec� Contractor will not pennit any subcontractoz to perform work an the project until such certificate has been acquired. Contcactor shall provide a co�y of all such ceztificates to the Owner (City). .,... ��, C. Workers Compensation Insurance Coverage. ` 1. Definitions: • � Certificate of Covezage ("certificate"). A copy o� a certificate of iz�surance, a r 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' compensatian insurauce coverage for the `` �erson's or entity's em�loyees providing services on a project, for the duration of the '� � proj ec� r �' ,... � �... i�v��'G�� '�C�t�� [�'rG�� D-14 . �?;;: �!�'��-'r'��J ti �� . "�'t-.,.... e ° � � Duratiom of the Pzojec� Includes the time from the beginning of the work on the r projeet until the Contractoz's/person's work on the project has been completed and � .� accepted by the City. rj Persons pravxding services an the �roj�ct ("subcontra.ctor" in Section 40b.09b). Includes all persons or entities performang all or part of the services the Contractar has undertaken to perforrn on the project, regardless of whether that person contracted d'uectly with the Contractor and regardless of whether that person has '`. employees. This includes, without Limitation, independent contractors, � subcontractors, leasing companies, motor camers, owner-operaton, employees of any such ent�ty, or employees of any entity which �iunishes persons to �rovide services on tbe project. "Service�" include, without k�nitation, providing, hauling, or delivering equi�ment or materials, or �raviding labor, �portation, or other �..� services related to a project "Services" does not �nclude activities umrelated to the project, such as food/beverage vendors, affice supply deliveries, and delivery of �� portab�e toilets. �.. �, 2. The Contractor shall provide cover�ge, based on proper reporting of classification codes and payroll aznounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contcactor provid.ing services on the project, for the duration of the projec� '"" 3. The Contractor must provide a certificate of coverage to the City prior to being �, awarded the contract. 4. If the coverage period shown on the Contracto�s current certi.ficate of coverage ends during the duration of the project, the Contiactoz must, prior to the end of the coverage period, file a new certi.ficate of coverage with the City showing that coverage has been extended. r..� 5. The Contcactor shall obtain from each person providing services on � project, and provide to the City: . • �- (a) a certificate of coverage, �rior to that person beginning work on the project, so the City will have on file eertificates of coverage showi.ng coverage for all � persons pzoviding serv�ces on the project; and �.. �. (b) no late� than seven days after receipt by the Contractor, a new certi.ficate of ` coverage showing extension of coverage, if the coverage period shown on the c,.. - current certificate of coverage ends dvring the duration of the projec� � 6. The Contractor sha.11 retain aU required certificates of coverage for the dwation of the proj ect and for one year thereafter. � � D-� s . ��:�; ui�� G?�C�� °'� � ' �� 1�`�' ��. �� °?� � � ��, G��,��N� �[��o � _ i. N�9 e � `"' 7. Th� Contractor shall uotify the City in writing by certified mai.l or personal delivery, � within ten (1Q) days a:ftex the Con�actor l�new or should have lcnpwn, of any change ` that materially affects the provision of coverage of any persan providing services on the project. 8. The Contractor shall post an each praject site a notice, ia� the text, fozm and mannez prescribed by the Texas Workers' Compensation Commission, infozmang a'a persans providing servxces on the �roject that they are required to be covered, and stating �- . how a person may verify coverage, and re�nrt lacic of coverage. 9. The Contractor shall contractu.ally rec�uire each person with whom it cantracts to provide services an a�roject, to: � (a) provide coverage, based on proper re�aorting on the classification codes and payroll amoun�.s and filing Qf �ny ca�rerage agreements, which meets the � statutory requirements of T�xas Labor Code, Secdon 401.011(4) for aLl of its �_ enzpioyees providing services on the project, for the duration of the project; '� (b) provide to the Conbractor, 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 Contraetor, pzi4r to the end of the coverage period, a new � certificate of coverage showing extension of coverage, if the covera�e period '° shown on the current certificate of covez�age ends during the dur�tion of the ,�- project; �,. (d) obta,in from each other person with whom it contracts, and provide to the Contractor. 1) a certificate o�coverage, prior to the other person beginning work on the project; and • ' a. 2) a new certi.ficate of coverage showing extension of coverage, prior to the 1'' end of the coverage period, if the coverage period shown on the current �,.: certificate of coverage ends during the duration of the p�oject; (e) retain all requized certi.ficates of coverage on file for the duration of the project and for one year thereafter. r� (� notify the City i� writing by certified mail or personal delivery, within ten �� (10) days after the person knew or should have known, of any change that � �.. � D-16 ._ �.��:,� I'r [c�i �(`I(� � ��-�"'��,��:'UL�!� U'•��}G�D ��v!;�`u� ��;�G,��Qi� ��,� �o�r�u��N �[��o �. ... +.<. r- �... matezially a#'ects the pz�ovision o#'coverage o�any person �roviding services on the pxoject; and (g) contractuaUy require each person with whom it contzaGts, to �erform as �` required by paragraphs (a�-(g), with the certificates of coverage to be � provided to the pez�son for whom they are providing services. 1 Q. $y signing this contract or providing or causing to be provided a certificate af �` coverage, the Contcactor is re�reSenting to the City tbat all employees of thc �- Gontractor who wi.11 �rovide services on the project will be covered by workers' compensatian coverage for the duratian af the proj ect, that the coverage will be ba,sed on proper reporting of classificatiom codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a �.. self-insured, with the Tex�.s Workers' Compensation Commission's Division of Se1f- Insurance Regulation Prov�ding false or misleading in#'ormation may subject the � Contractor to administrative p�nalties, criminal pen�alties, civil penalties, or other *�• civil actions. . .-.. 11. The Contract4r's failure to comply with any of these provisions is a breach o contract by the Contractor which entitles the City to declare the contract void if the Contractor does not remedy the breach within ten (10) days after receipt of notice of ,,.: breach from the City. , D. Posting of Required Worker's Compensation Coverage. `� "The Conhactor shall post a notice on each project site informing all persons providin� �- services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide covezage. This notice does not satisfy other posting requirements imposed by the Texas Worke�s Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with .. a title in at least 30 point bold type and text in at least 19 point nom�al type, and shall be in both English aad Spanish and any other language common to the worker population. '� The text �'or the notices shall be the following text, without any additional wozds or . changes: "� REQUIRED WORKERS' CO'v1PENSATION COVERAGE �.. "The law requires that each person working on this site o� pxoviding services related to this �il construction project must be covered by workers' compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or �� transportation oz� other service zelated to the project, regardless of the identity of their employer , or status as an employ�e." �...: � D-17 ''Ju'I��GO�� 1�1U�� : �� ;; ��° �� Il�o ��!'G�llp u�G��o � � �'" Call the Texas Workers' Compensation Commission at 512-440-3789 to receive information �� on the legal requirement for coverage, to verify whether your employer has provided the ; required coverage, or to report an employer's failure to provide coverage. � D-29 TEST HOLES: L�. The matter of subsurface exploration to ascertain the nature of the soils, including the amount �`' of rock, if any, through which this pipeline installation is to be made is the responsibility of �,, any and all prospective bidders, and any bidder on this project shall submit his bid under that condition. Whether prospective bidders perform this subsurface exploration jointly or r' independently, and whether they make such determinations by the use of test holes or other � means, shell be left to the discretion of such prospective bidders. � � � � � � � � � � r � �� The cost of rock removal and other associated appurtenances, if required shall be included in the linear foot bid price of the pipe. D-30 OMITTED D-�s ��a1��G�l�� 1��G�D ��; ��V ��: G�[��`� (�� o . � �" �..: �,"' r..., � �„ .� �... r L'S1 � � �. 1..� � � D-31 T.B��H,�X �1c vA�QN AA,�I�FIL.L.. �NT� COMPACTION: Trench excavation and bacl�ll under parking lots, driveways, gzavel surfaced roads, within easements, and within exi�ting or futuze RO.W. shal.l be in accordance with Sections E1-2 BACKFII.L and E2-a EXCAVATTON AND BACKFII.L of the General Contract Documents and Specificatians except as specified herein. � 1. �'RENCH EXCAVA'�TON: In accordance with Section E2-2 EXCAVATION AND $ACKFLLL, if the �tated maximum trench widtk�.s a�re exceeded, either through accident . ar otherwrise, and if the Engineer determines that the design loadi.ngs of the pipe w�ll be exceeded, the Contractor will be required to suppart the pipe with an irnproved trench bottom. �'he expense of such remedial measures shall be entirely the Contractoz's own. All trenchimg operations shall be confined to the width of permanent comstruction easements. All excavation shall be iu strict compliance with the Trench Safety Systems Special Condition of this documen� 2. TRENCH BACKFII.L: Trenches which lie outside of existin� or future pavement shall be bac�Cfil�ed above the top of the embedmemt material with Type'C' backfill material. �xcavated materials ased for Type "C" bacl�ll must be mechanically compacted unless the Contractor can furnish the Engineer with satis�actory evidence that the P.I. of the excavated material is iess than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granulaz in nature, containi.ng little or no plastic matezial, the Engineer may waive the test report requiremen� See E1-2.3, TYPE "C" OR "D" BACKFILL, and E2-2.11 TR�'NCH BACKFII,L for additional requirements. When Type "C" bac�ll material is not suitable, at the d'uection 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 Figtue A. Sand material spec�ed i� Figure A shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam, or vegetable matter and shall meet the �ollowing gradation: Size Sieve % Retained #4 0-5 #16 0-24 (P.I. � 8 or less) Size Sieve % Retained #SQ 0-SO #100 b0-95 #200 90-100 D-19 '�'��r��GO�� '�� ti' ��G?��G"� . ��, ��>>G_�G�Q ��o .�. �" 3. 1RENCH COMPAC"I'ION: .All t.r�nch bacl�ll shall be placed in lift.s per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be com�acted to a �.. minimum of 90Q/o Standard Proctar Density (A.S.T.M. D-698) by means of tamping only. �- Trenches which li� under existing or #'uture pavement shall be backfilled �aer Figure A with 959io Standard Proctor Demsity by jetd.ng, tampin$, or a combi.natiou t►f inethods (A.S.T.M. D-698). �• . The Cantractor shall obtain the services of an indepeudent testing iaboratory to perform � txench campaction tests per A.S.T.M. staud�rds on all trench backfill. These soil demsity tests shall be gerfo�med at two (2) foot vertical i�tervals be�inn�ug at a level two (2) feet `'' above the top of the installed pi�c and cantinuing to the top of the camplete backfill at �. interva�s along the trench not to exceed 300 linear feet Test reports shaU be furnished � to the Fort Wortb Water �epartment �ngineer upon completion of testing as a part of �inal acceptance of the job. The City expe�ts to perform unanno�znced spot checks of the ,� compactiou tests �or verification and control purposes. These 5po� checics will be L s perforzned by City personnel at City expense and will not be charged to the Contractor. However, the contractor will be responsible for providin� access and trench safety system � to the level of trench backfill layer to be tested or providing tcench safety system for tests ; conducted by the City. " Backfill material to be mechanically tamped must be within +/- 4% o� �ts optimum •,.. moisture conten�. The top two (2) feet of sewer line trenches and the top eighteen (18) inche$ of water line trenches may be rolled in with heavy equipment tires, provided the � backfill is p�aced in lifts appropriaie to tk�e material being used, and the operation can be � performed without any damage to the installed pipe. r � The City, at its own expense, will perform trench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting requixed as a result of failure to compact the backfi�l material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rate� detezmined by the City. These soil density tests `'� shall be �ezformed at two (2) foot vertical intervals beg�nning at the levei two (2) feet .� abov� the top of the installed pipe and continuing to the top of the complete backfill to � y intervals along the trench not to exceed 300 linea� fee� The Cantractor will be responsible for providing access and trench sa.fety system to the level of crench bac�ll +� to be tested. Np extra compensation will be allowed for exposing the backfill layer to be , tested or providing trench safety system for tests conducted by th� City. � 4. MEASUREMENT AND PAY'N�NT: AU material, including any and ali Type 'B' �� bacicfill, and labor costs of excavation and bacl�ll will be included in the price bid per �, linear foot of water and/or sewer pipe. All costs involved in perfozming the trench � compaction tests made by independent laboratories shall be included in the price bid fox �"i Trench Com�action Test�. � r� � - ��;��0'�� '��'��U'C D-..0 �„��'u � ��v G?�G��l ��a ��R ��a � � D-32 E UAL EMPLOYMENT PROVISIONS: Q � The contractor shall comply with City Ordinance No. 7278 as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-29) prohibiting discrimination in r-• employment practices. The Contractor shall post the required notice to tat effect on the Project Site, and, at his request, will be provide assistance by the City of Fort Worth's Equal Employment Officer, `,, who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. D-33 EQUAL EMPLOYMENT PROVISIONS: r 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 in the Proposal, shall be � considered as a subsidiary item of work, the cost of which shall be included in the price bid in the Proposal for each bid item. Surface restoration and cleanup are general items of work � which fall in the category of subsidiary work. D-34 BID QUANTITIES (MISC. EXT.): Bid quantities of the various items in the Proposal are for bid comparison only and may not reflect the actual quantities (See General Conditions C2-2.2 and C4-4.3) Moreover, there is to be no limit on the variations between the estimated quantities shown and the actual quantities performed. "�'" D-35 OMITTED � � � � � � � ►.� D-21 � �f�� G� 4�� '�r�r,�� . �D�U`��G°?� °G1'� U L�a I1L�Vl�!�pUp pLS//�o � � D-36 2:27 CONCRETE: � Transportation and Public Works Department Typical Sections for pavement and Trench Repair of Utility Cuts, Figures 1 through 5, refer to using 2.27 concrete as a base repair. r Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. With the exception of the cement content, all other requirements shall meet or exceed Transportation and Public Works Department Standard � Specification Item 407 Class D Concrete. � � � � , L�' � � � LJ � � 0 � ��:::��-�� :� '�,[� ��[�� D D-2� �?�� v% ��uG?��1G?1� � rcr �r;' ^ r. ��,7 ,�.,.. � M � � � . �: !t Up 11 �uuti:a . . -+�� D-37 FA .�ENENT,,�i�TD PERMiTS: Easements and pemnit�, both tempoz'ary and permanent, have been secured far this pzoject at �, this time and made a part thereto. Any easements and/or permits, both temporary and permanent, that have not been obtained by the time of publication shall be secured befare '" construction starts. No work is to be done in areas requizing easements and/or permzts until the necessary easements and/ar permits are obtained The Contractar's attention as directed to the easement description and pernut requiraments, as conta.ined hereiu, along with any speciai conditians that m,ay have been impos�d on these easements and/or pemuts. � �,, Where the pipeline crosses privately owned property, the easements and construction ateas aze shown on the plans. The easements shall be cleaned up after use and restared to their `�" original conditions or better. In the event additional work room or access i� required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the � property owz�ers involved for the use of additional property required. No addition payment will be allowed for this item. � �,., D-38 T��'O�A�y�,�,�.jON. sEnIMENI'. & WATER POLLUTION�Q�$QI;: 1. DESCRIPTION: This item shall consist of temporary soil erosion sedi.ment and water � pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the pezmanent control measures unless othenvise directed by the Engineer and they shall not � include measures taken by the CONTR.ACTOR to controi conditions created by his �-- construction operations. The temporary measures shall include dikes, dams, berms, .� sediz�ent basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, � plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. �.. ,,,, 2. CONSTRUCTION REQUIREMENTS: The Engineez has the authority to define � erodible earth and the authority to Iimat the surface area of erodible-earth material ` exposed by preparing right-of-way, elearing and grubbing, the surface area of erodible- earth material ex�osed by excavation, borrow and to d'uect the CONTRACTOR to provide temporary polIution-control measures to prevent contaminadon of adjacent 4. i streams, other waier courses, lakes, ponds or other areas of water impoundmen� Such � work may involve the construction of .temporary berms, dikes, dams, sedunent basins, �,., slope drains and use of temporary mulches, mats seedi.ng or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary �'� pollution-control measures shall be used to pzevent or correct erosion that may develop during construction prior to installation of permanent pollution-control features, but are not associated with permanent control features on the project "-' �The Engineer will limit the area of preparing right of way, cleari.ng and grubbing, r excavation and borzow to be proportional to the CONTRACTOR'S capability and ;. progress in keeping the finish grading, mulchi.ng, seedi.ng, and other such pezmanent pollution-control measures current in accordauce with the aecepted schedule. Should r� �.. �� D-23 ��f��0�� '[�C��G�D � �: 0� �� G�� a �'� lr_'�i�F �� ., seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shaU be�erfozmed as directed by the Engineer. The amount of surface azea of �� eradible-earth material exposed at on� timc shall not exceed 750,QQQ square feet for � each excavation operation, 750,OOQ square feet far each material soutce operation (other #hau &om commercially operated souzcesj, 750,000 squax'e feet for each prepari�ng of right-of-way ogeratian or 750,000 squ�re feet for each clearing and gzubbing operadon, unless otherwise showz� on the plans or with prior approval by the Emgineer xn writing. � A �he CONTRACTOR shall also conform ta the follawing practices and controls. All �' �abor, tools, equipment and incidentals to com�lete the work will nat be paid for clizectly �� , but sla�ll be considered as subsidzaiy work to the various items included in the contract. (a) Waste ar disposal areas and construction roads shall be located and conskcucted in a manner that will m;n;mi7e thc amount of sediment entering streams. � (b) Frequent fordings of live streams will not be pezmitted; theref4re, temporary bridges or other structures slaall be used wherever an appreciable number of stream czossings �. are necessary. Unless otherwise approved in writi.ng by the Engineer, mechanized � equipment shall not be operated in live streams. l� � (c) Wl�en work areas or material sources are located in or adjacent to live streams, such � areas shall be separated from the stream by a dike or other barrier to kee� sediment from entering a flawing stream. Care shall be taken during the construction and �removal of such barriers to mir�mi�e the muddying of a stream. �,, (d) All waterways shall be cleared as soon as practicable of #�alsework, piling, debris or other obstructions pl�ced during construction operations that are not a part of the r" finished work. (e) The CONTRACTOR shall take sufficiemt precautions to prevent �ollution of streams, lakes and reservoirs with fuels, ozls, bitwnens, calcium chloride or other harmful �-a� materials. He shall conduct az�d schedule his opezati4ns so as to avoid or min�m;7e siltation of streams, lakes and reservoirs and to avoid interference with movement of � migratory fish. • ,,,,_ 3. SUBMITTAL: Prior to the start of the applicable construction, the CONTRACTOR shall submit for approval his schedules for accomplishment of soil-erosion-control work and " his plan to keep tl�e area of erodible-eaI'tIl IIIateii� t0 1 rn�nimu�Tl, �-Ie shall also submit for acceptance his proposed �ethod of soil-erosion control on construction and haul � roads and material5ources and his plan for disposal of wa$te materials. No work shall be started until the 5oi1-erosion control schedules and methods of operations have been r" reviewed and approved by the Engineer. . � �vl� f��.�C�� '.�� 1� �� I( ��'� �j �15�� l'� �" "�'a Il � D-24 �r�, `�°"�')�� '^ � � ._--=____,...� . _---.--.. �.,. � �. MEASUREMENT AND PAYMENT: All �vork, materials and equipment necessary to provide temporary erosion control sh�ll be considered subsidiary to the contract and no � extra pay will be �ive-, for this work. �. -:�0 MISCELI.ANF.�?IIS Ft,�,EvIENT nF MA7'ERIAL: Material has been allocated under various bid iteans in the Propos�l io establish unit prices for miscell�neous placement of material. These materiuls shall be used only tiahen directed by the Ensineer, dependin� on field conditians. Payment for miScellaneous pl�cement of ,�,,, material �vill be made for only that �maunt of material used, me�surad to the ne�rest one-tenth unit. Payment for misGellaneous placement of material shall be in accordance with the f' General Contract Documents rc�ardless of the actual amount used fqr the project. �,.r . •41 FF�ICES: � All fences encountered and removed during eqnstruction of this project shall be restored to the original or a better than original condition upon completion of ihis project. Where wire fencin�, either wire mesh or barbed wire is to be crossed, the Contractor �hall 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 �t point of the proposed cut �.. in addition to the cross braced posts provided at the permanent eusements limits, before the � fence is cut. Temporary fencin� shall be erected zn place of the fencing removed whenever the work is not in pro�ress arld �vhen the site is vacated overnight, and/or ut all times to prevent livestock from entering the construct�on area. The cost for fence removal, temporary � closures and replacement shall be subsidiary to the various items bid in the project proposal. ,_., Therefore, no separate payment shall be allo�ved for any sen✓ice associated �vith this work. �' (Ref. C6-6.10). ��2 POLYETHYLENE �VRAPPTNG: � In aceerdance �vith Section E2-13 of die General Contract Documents and Specifications, all � valves, ductile iron pipe, for all water and se�ver lines, cast iron f ttings, and specials, shall be polyethyiene tivrapped. Paytr�ent for the polyethylene �vrapping for these componenis sh�ll be subsidiary to the various items bid for the fw�nishin; and instulling pi�e complete in place. """ Folyethylene wrap shall precede blocking. � r- � � 43 pEI��IYS: Reference Section C, General Conditions, C7-7 Prosecution and Pro�ress. Add Para�raph C7-7.18, DELAYS. . , � �� COG�!L ��_��JU�D D-25 ��'�f ��G[��G°?� U ila V��I !1"I�i �� U �Wo � Added paragraph to read as follows: � ''C.3-7 18 D��,AYS,,: The Contractor shall receive no compensation for delays or hindrances to the �vork, except when direct and unavoidable extra cost to the Contractor is caused by the �. fuilure of the City to provid� information or material, i#� tlny, which is to be furnished by the City. When such ext�a compensation is cIaimed, a written staiement thereof shall be " _ nrPsented by ihe C�ntract�r Io the Eng:.^_P�=r Fn�, :�_�'�' }'-:m fCl1I1� �C::?=�� 5�111i �.^. �1Nj�Iv��u - �nd referred by him to the City Counczl for final approval or disapproval; and the action ;�, thereon by the City Council shall be final and binding. I�'delay is caused by specific orders given by the Engineer to stop work, or by the performance of extra work, or by the failure of the City to provide material or necessary inst�uction for carryin� on the work, than delay will �. entitIe the Contractor to an equivalent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall � relepse the Contractor or the surety of his performance bond from �11 his obligations hereunder - which shall �emain in full force until the discharge of the contrac� -�� ATER SERVICF,�: `�' The �elocation, replacement, or r�connection of water services will be required as sho�vn on �,. the plans, andlor as described in these Special Contract Documents in addition to those located in the field and identified by the En�ineer. .�� . ,�-• All services shall be constructed by the Contractor utilizing approved factory manufactured � tap saddles (�vhen required) and corporation stops, ty�e K copper water tubina, 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 & E�-18) contained in �: the General Contract Documents. All water servic�s to be replaced shall be installed at a minimum depth of 36 inched belov� final grade. +F 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 stop. � All services which 1re to be replaced or relocated shall be instalied with the service main tap and 5ervice line being in line r,vith the sezvice m�ter unless otherwise directed to 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 SERVICES. ;k. 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 rec�nstruction. The Contractor shall replace the existing service line witl� Type K �-� copper from the main to the meter, curb stop with lo.ck tivings, and corporation stop. r� � ��,,p r D-2b �vi��l�l�.0 a�i� U`_��rL�c�G �; �� ` �1C'��G?�`�G?u� U ua I1nu��C'r�i''li!!U ��,a A 1ry Puyment for all work and materials such as bac�ll, fittings, type K copper tubing, curb � stop with lock wings, service line adjustment, and any relocati�n o�up to twelve (12) �- inche� from centerline of existing meter location to centerline a�'proposed meter location �,, shall be included in the linear foot price bid for Copper Service Line from �Iain to Meter. F'" Payment for all work and•matezials sucli as t�p saddle (if required), corporation stops, �_.. and fittings shalt hP inc�?��jpf1 in t,j�P Fri�P }�i�j f�. cPr,1�A T�p� tQ r��lA. .r„ 2. WATER SERVICE REC0�INECTION: �. Water service �ecor�ection is requir�d when �-' the e:cisting service is copper and �t adequate depih to avoid breaka�e during street �.. reconnection. The Contractor shall'adju�t the existing water service line as required for � reconnection and furnish a new tap with corporation stop. �'he Coniractor will be �aid for one (1) Service Tap to Main for each service reconnected plus for any co�per service .�� line from Main to Meter used in excess of five (5) feet. 3. WA�'ER SERVICE NIETER AND METER BOX RELOCATIONS: �Vhen ihe replacement and relocation of a wate� service and meter bo� is required arxd the location ,.,, of the meter and zr�eter box is moved more Lhan twelve (12) inches, as measured from the centerIine of the existin; meter location to centerline of ihe proposed meter location, separate paym�nt will be allo�ved for th� relocation of service meier and meter box C . relocation. � When relocation of service meter and meter bo:c is required payment for all work and �~ materials such as bac�ll, fittin�s, five (a) feMt of type K copper service line and all �,. materials, labor, and equipment used by and for the licensed plusnber shall be included in the price bid for the service meter relocation. All other costs �vill be included in other �` � appropriate bid items(s). This item wilI also be used to pay for ail service meter and meter box relocations as required by the Engineer �vhen the service line is not being repiaced. AdjusUnent of only the meter box wiIl not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and metez boa relocation. �"' 4. NEW SERVICE: When new $ervices are required the Contractor shall include tap saddle �.w (when required), corporation sto�, type K copper service line, curb stop �ti1t1� lock wings, and meter box. Payment for all work and materials such as backfill, �ttings, type K copper tubing, und curb stop with lock wings shall be included in the linear foot price bid for Service Line from Main to Meter. r{ .� ��f�� 0�� 'L�C�C��D D-27 �:: �' �u �� r'�� o � c:��A ��o � � Payment for �all work and materials such as tap saddle, corporation stop, and fittings shall be included in the price bid for Service Taps to Main. ,.. Payment for all work and materials such tts furnishing and settings new meter box shall be included in the price bid for Furnish and Set Meter Box. � . S. M11I.TIAI,E SFRVI�'F BRA?�CHFS• w?1p:! ,••,�_�=1tip�e VPzv:c� b•^ }1 ^;.�� •..� �� ...r.c. e.. ,...,y::;r.,,,, Contracior shall fumish appro�ed factory manufactured branches. �"' Payment for multiple service branches will include fi�znishing and installing the multiple �.. service branch only and all other cost� will be included in other appr4priate bid item(s). 6. MULTIPLE STREET SERVICE LTNES TO STNGLE SERVICE METER: Any multiple � service lines with taps servicin� a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. +r.r Payment shall be made at the unit bid price in the appropriate bid item(s). r )-�j Pavement Ren�jr (E2-1,�): ��- (E�-19): The unit price bid under the appropriate bid item of the proposaI shall cover all r cost for providin� pavement repair equal to or superior in composition, thicl:ness, etc., to existing pavement as detailed in the Public Works Depa�tment typical sections for pavement ' and Trench Repair for UtiIity cuts, fiaures 1 through 5. �a All required paving cuts shall be made with a cQncrete saw in a true and straight line on both sides of the trench, a minimum of twelve {12) inches outside the trench walls. � The trench shall be bacl:filled and the top nine (9) inches shall be filled with required �,,,, materials as sho�vn on paving details, compacted and level with the �nished street surface. This finished grade shall be maintained in a serv�ceable condition until the �'" pavinA has beez� zeplaced. All resident's driv��vays �hall be accessible at night and over , weekends. . '' It has been deterrnined by the Transportation and Public Works Department that the �� strip of existing HMAC pavement bettvee� the existing gutter and the edge of the trench pavement repair �vill not hold up if such strip of e:cisting is rivo (2) feet oz IesS � in width. J Therefore, at locations in the project where the trench wall is three (3) feet or less from the lip of the existin$ gutter, the Contractor shall be required to reniove the exi�ting paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest th.e center of the street to the gutter line. D-�s ��UUG�� G�D ,r ��'�f ��Gl(��G�� o �,��G��Q ��o � � The pauement shall be replaced within a maximum o#'five (S) working days, providin,� job glacerx�ent conditions will permit repaving. If paving conditionS are not suitable for repaving, in the opinion of ihe owne�, the rep�ving shall be done at the earliest � possible date. �"' A pezmit znust be obtained from Txazisportation and Public �vvrks Construciion Section L,� hy The C'�ntr�ct�r in conform�tion witl� �r!�;.^.?n�P ?��. ��Q ��. �,� �� r,� / w�w v• �./��I.Wa�.�.r •V. 79? to malce a utility cut in the street, Transportation and Public �/orks will inspect the � paving repAir a�te� construetio,n o� each water main replacemet�t. �?-�G Z- Tnch Te�n�or�ry Scrvicc Line: � The 2-Inch temporary service main and 3/4-inch service lines shall be installed to provide temparary water service to all buildings that will necessarily be required to have severed tivater � service durin� said work. The Contractor shall be responsible fqr coordinatin� the schedu�e of the temporary �ervice connections and permanent service reconn�ctions with the buildin� o�vners and the Engineer in order that the work be performed in an eapeditious manner. Severed tivater service must be reconnected within twQ (2) hours of discontinuance of service. � A 2-inch tapping saddle and a 2-inch corparation stop or 2-inch �ate valve �vith an �' appropriate fire hydrant ad�pter fitting shall be required at the temporary service point of �» connection to the Czty tivater supply. The 2-inch temporary service main tznd 3/4-inch service lines shall be installed in accordance to the attached Figures 1, 2, and 3. 1�e 2-inch temporary � service line sh�ll be cleaned and sterilized by using chlorine gas or chIorinated lime (HTH) � prior to installation. A 2-inch meter will be furnished by the W�ter Department Meter Shop and installed by the `" Contractor at its point of connection to the City water supply for record fie�pin� purposes only. The out-o#�service meters shall be removed, tag$ed, and collected by the Contractor for � delivery to the Water Department Meter Shop for reconditioning or replucement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. �° The meter bos shall be reset �.s necessary to be flush �vith the e:cisting ground or as otherwise � directed by the Engineer. • ` The temporary service layout shall ha�e a minimum available flow rate of � GPM at a �.� dynamic pressure of 35 FSI peer service t�p. This criterza shall be used by ihe Contractor to determine the lengih of temporary service allowed, number of service taps, and number of �� feed points. When the temporary service is required for more than one location, the 2-inch temporary � service pipes, �/4-inch service lines, and the 2-inch meter shall be moved to the next �" succes5ive project. � K �.m � � f��c0��:� G'�C��°�D ° D-29 c o�tif � �� c��a �� _ �`�`r`'l � �� o UVf �''!�: ; 9 u s a � � � Payment fox work such as fittin�s, 3/�-inch service lines, asphalt, barricades, all service connections, removal of temporary services, and ail othez us5ociated appurtenants required shali b� included in the ap�ropriate bid item. . � �..; �-d7 ]�cholos (1Viisc. T;st.�: � The contractor excavaics for existin� tivater and/or sanitary setivez main as detailed by �vork order t��ther with a sketch. ThP 1�c�ti�n �n� ��mP��;�n� sho�� f Lhe rl �.^w �pt; ci ,,� �;, ;,:;��: exiting utilities are based on the best informztion �v�ilable. Omission from, or the inclusion �„ of utility locations on the Plazis i� not to be considered as the nonexistence of ,ar a definite location of, existin� underground utilitics. It shall be the �pntractofs responsibility to verify �` loc�tions o�' adjacent and/or conflicting utilities sufficiently in advance of construction in �� order that he may negotiate such local �djustments as necessary in the dehole �rocess to provide adequate clearances. The Contractar shall take all necessary precautions in order to � protect all services encounter�d. Any dama�e to utilities resulting �'rom the Contractor's � operations, shaIl be re�tored at his expense. Payment for work such as backfill and zll other associated appurtenants required, shall be included in the price of the appropriate bid item. D-4S Proicci Sign�: � Project signs are required at all locations. It shall be in accordance with the attached Figure , 30 (dated 07-02-9G) of the General Contract Documents and Specifications. The si�ns must be mounted on s�cids or posts. The exact locations and methods of mounting shall be approved by tlie Engineer. Az�y and all costs for ihe required materials, labor and equipment w. necess�ry for furnishing the project signs shall be considered as a subsidiary cost of the project and no additional compensation will be allotved. �"" `° D-49 Pur�ing Rnd Steri]ization of Water Lines r Before bein� placed into servic� all newly constructed water lines shall be pur�ed and sterilized in accordance with E2-24 of the Cfeneral Contract Documents and Specifications � except as modified herein. The City will furnish all water foc Ii�iITIAL cleanin� and sterilization of water lines. All other materials for construction of the project, including �... appropriatel� sized "pipe cleaning pigs" and chlorinated lime {H'TH) shall be used in sufficient quantities to provide a chlorine residual of fifly (50) PPM. The residual of free � chlorine shall �e rneasured after 24 hours and shall not be less than 1 Q parts per million of � free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be :de-chlorinated" prior to disposal. F" The line may not be placed in service until two successive sets of samples, taken 24 hours � apart, have met the established standards of ,purity. '"' Purging and sterilization of the water lines shall be considered as incidental to the project and �.� all costs incurred will be considered to be included in the lineas foot bid price of the pipe. 1„r. . r' �. r � D-30 ��GGuG��F� �'��Go�G'D �� 'V ��C�� f��o G c,,,��p ��o � � D-50 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: ""' Part C— General Conditions, Section C-6-6.12 shall be revised to read as follows: � � CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to indemnify City's engineer and architect and their personnel at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees to indemnify, 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, subcontactors, licensee or invitees, whether or �zot aizv such in�urv, dama�e or death is caused in wliole or iiz part bv the ne,eliQence or alledQed ne,�ligeiice o,f Owiier, its of�cers, servants, or emplovees. `�' In the event Owner receives a written claim for damage against the Contractor or its l.. subcontractors prior to final payment, final 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. r� 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 for damages is outstanding as a result of work performed under a City Contract. � ' � 1 � � � � � D-31 ��!�r��'CQ�� r'� �� :: �� U' �"��,� ��, C�.��r��9 ��"?o I�I � � � � � � � � �, � �� iV��terial Spe�i��c�tions m �� C�u��=0�� C��G°�D �� 0�'Uf �� ° [��1G�1� �� C��G�g ��o n .. . �'`,�, i o R �� o� �� . ��- � �� i � *.� ��.'Ci'S+�''��' WAT�R OEFARTM�NT �, � SECTIpN E - SP�CIFICATIONS ,7ANUARX �., 1,978 � R�� materials, aonstzuctiqz� m�thodr and proeeduzes used in this pxoje�t shall canEarm to SeGta.ons E1, E2 an�l E2a of �h� Fort Wqrth Wacex Aepartment �enexa� � Contrac� pocumeraGs ar�d General Specifieations, tog�ther wikh any additiAnai mater3al ��eci�ication(s), censtzuct�.p�{s) or �azer �evi�iqn(s). (See xevisions listad on th�.s �h�et). �eatians E�, E2 an�l E2A q£ the Fort Ploxth Water A�partmenC �enera7. conCract Aocumer��s and Genexal S�ecifa.cations axe h�reby made a part of zhi& contract doc�ment by reference �or a11 �ur�oses, the same as i:f � cogie� verbaGim herein. and such 8ectivns are �i�.ed and kept in the o�fice o£ the Cik� secr�ka�y of rhe City of FQrt Worrh as an oificial xecor� o� Ghe eik�r ok ,. Fort Wflrth. r 6 � INAEX �1 MATERIALS �PEC�FICATIqNs �Z CONSTAUCTION SF�Ci�ZCATIONS E2A GENEi2�L DESIGV DETAII,S Revisions as oE Apr9.1 2Q. 1981, fol.low: E1-2.4 �j,: (Correct miiz�mum compaction requixemen� ko 95$ Proctar dens�ty and correct �.z. valu�s as fol�ows:) e. Aaa�txo�al back�i�i r�quirements wk�e� aggrov�d Eor use i,n stre�ts: �, r r � � � t�) �`Y,�� H Backf�.l� ' {�) Max�mum p1a�Gic index (PI) �hal�, be ,�. (2) Typ� C Backfi�� ' 1a) M�tezza� m�eting requix�ments and hav�.ng a�� Q� �, p� l�ss shall be considered as suitable �or �ompaction by 7�tt�ng. (bj Material meetin� requ��ments ar�d havi�g a�?I o� �. or m4�e shall be considered �oz us e only w�.th me�}�anie�L compaction. E1-2.11 Tr�nch Backfill; (Cozrect cnir�imum compact�An r�c�ir�men� whezever it a�pears. .�n th�s s�ction to 95$ Proctor clensity �xc�At foz para�x�aph a.7.. wh�re the "95$ mcd��ied P�octaz denS�.ty" shall xemain unchanc�ed). '�'�U'V'C�� '��'��?� C�� C��rG' '' G�`� �� `,��i�_'�?[�9 ��o � � � D Q f� Q � � � � � � D � Q � � � MISCELL.A,NEOUS D�TAIL S m ` �f��C�l�� C�GG�� C011 (lr C��uUu�iW11dU Il �o �7V t'i ��U Il p U��o � �` 1z�'' q� - 5� � � Roadwa . � 1"6"forClass�A"Meter Box y Meter Box • �1�2�forClass°BNleter Box "- 4�—' - �- .4s show � on plans =I- _ .• - y � ,+,c- . �� ,_ ., � I��`" '�'i�i. :�. :� •�: �� l.;�f!.�,:r�•.'.^�;�_ �.'"t::�►:i%'}•.A•�:-��:i�'% ;a �y�'•� � � [.��- � •P'- :�,: .:t`.}( � �� Corp CockB� I Wa�k � `� � Servrce Coupling � � � ✓ � � �� . <<_5� � + Storm Gas Line ``_" _ Sewer Copper Service Line Water � Main + ��,Sanitary Sewer . � IY%�:��1 3 KI(�H I -OF-WAY NOTE: 1. On Initial Installation: . No More 7han One Splice Per Copper ' Service l,ine Wlll Be AlTowed With No Splice Under Pavement. 2. Service Line (nstallations Shall Include A Class "A" Or Class "8" Meter dox As Appllcable For The Siie Service lntended. 1-1-78 3. If Meter dox Is Not Installed At 7he Time Of Service Connection, A Strip Of �lue Vinyl Tape At Least 3" Wide And 10 MIL 7hick Shall ' Be Fastened 7o The End Of The Service And • Extended Through The dackfill At The Meter Box Location. UTILITIES SERVICE DETAIL FIGURE ! E1-17 Material E2-17 Construct i o n O � � � � � � � � � � � � � r � � � � .� :Z, OA ,. �,. / � �� I �� ► :� �� ,� � � �� . — � � � J � . .. �2-� v.. .. /.••'y' � A 'fl; I:.:w�'� .��'.ti ,•✓• r' ; �� :Sl. ,<,. ;b• •'� " •'•��'' ��..i - �•. 0 hU�TERIAL LIST 3/4" or 1" as appiicable , � - Standard Corporatlon Stop Qe - Standard Curb Stop 6 90' Elbow. QC � Meter Box and Meter tv be installed by Othcr �D - Servlce llne Q- Blue Vinyl iape, 3" Wfde� 6" above ground �F - Area to be backfilled with sand 3/4��&I�� WATER SERVICE DETAIL FIGURE 2 � 20� _ . C L�� •� r JY �M VIe \I'YY �j �.-5,_�=^=�=�.7r�.=-=�-�� cc� ' � ��tl �•�•� ' � C= � < � �-� r� � �'�' ; . .... ,� '/•� t`Vl � c�_5� r-�. i:':I ; i''a � � � <O �� $r< • ' ; 1�� ; _�) � 1 �,� ��•1 1• ' •�, 1'� � �1 t .. '111 [��'� � L`c_ ��}• ;;�'� '� ...._ � _ ;j .;; � _ _i.:'. � , _� ��_y� iL ..� �� _� � ll:��.. .. ..... .. ...,. ..� .... ��'�» w EI-17 Nater(al .. . .-' � k—_.._w ► ...---" ►�. ..� z .! LL._ ,� ►.- -� 4- __. < . . :: Ci_.. i �L__ ^ 'l__ „ �. �-_..1 l�__-i 4-__. � 1 _- .1 L_- _ .s i-- � k __ 0 / � ` �� + � _ � --r_ ��-- � � � / ��.� '/,i � ��•`:� " ,y,��;�? \�. .�. �� `' . . �:.� :;,,,, .. a � - : � : �:�.: •�.: .,': . �. . .• � .• �.��i�'" W W � • • . • ,�` m . � � `'� F-" F-" r. ..` ;vV :,� l d %:'��-'•`• � Q W ;:: • :•��f••: �:;:-{:: ��" 3 � ,�.. �, ;� ;. .. , � ,�.;. � ^ -,. ' �' ' ' � � 'i : ' - •••�•:.:..: : �.: '• :� "a75��'�C '= y ,: .. ; �.r `. , . �:; � '�•, • •,��L�� I.�•n � �s.ss� 'r TOr 1'1[W Of liP — �- .9Y • l0.13' � ...._ , _._�1� _..............._---�T..._...--••,n �___._.......... �� I --�3--� •--- I.IQ SIDt L1�V11T10fJ .�,,.� .� .t `i• i +.� �.:. �, Z 0 22�----••- �.�.. i��.._.__��; �s�° 19 �S' Z I.OS- IONGITUbINAL SECTION A-A ��..,; �, +��I . � �Y �, , ••, • � �. �• 1— ! t � I � � —� i 7G�' ._-- �rr � �� .zs•• .--- �-�- � AO?TOM Vt[W Of lID h II.�' � ` �. ,_...:...-� 1-..' _r:..�.. , �. ._....... .� � LID END ELEVATION ti .�' ,+..M. - . ,. � �, •I � ;: , �, ..��k 15_2 5---- I I � i �, --=1"2�"--1 � :. • : ' , �r^�"�"� 6AUaC WCLDCD , • .. . WIAC fRAMC . •, •�•,. •��; . i.s�•a � -� j "� ' ; � ; . o� O.R . ..i16:.�—j�i�3' •, ' crvo acc1ioN ' D•0 . .� � �Try p/ �p1�( MpItTH 1tR� WATER O[PARtME�tT G1A35'A" STD.CONCa[TE I�AETCR BOX WITH C.I. �io Foa � � i� Mcrcas {C�l[ 1 A� IMOwV � (� �� C�� C l�S �� 5� � � �%t) � � i_5) � t_. __.� 1.�.._ _a �_�_ t i._._ .+ l<, 1► w_ _� i- ---' �__ -' � - � s . i. � ♦ _ � r,__- � ► _ ., k_._ , ._ _i t__ , � _ . � E,r�'sf Cb. � . �� _. W �, �, �, � I /� , �, j1 / �; �, ,_ . , +, � _... ... r� ` �� . . L;'--\--��---�,;.�-=--='� . . � . ',i ' � ! E�'isf' �f•/e/'Q'�' Ycy u//; �' � s� C 'Q O/' ' �` ?4:=-.==--=�=t-. �-.- �77/J,� �$'e�Y� -�"-�.=_-��_:=--=-- '' 1 Car�necfion.c� , � ----_s . T' , � ' � tr ii � ' ��•� b �1 � � ►� .t�{y . r; � ; ,'� � . ;� , be . -.-,� :r.-�rrrsrr�� h h\ � , �c e V ►�� ,� � e �� ti . _ � � s � �� . � . ,� ,� , .V �-��•1'- ��ti��'l; ��t� � ��' . , � � �"'+ � • a •e � � � a C �Q << �•. , �i, ' � � � ; �� M w, - - ; � Ff7: C7U//Qf � � T m�, ' �itzi- Sv,�,o /.Y. , Pm�, S¢�vic¢ .� •'" Gd/N �oi.o¢ � �. � e� . d t; � � . � . �� ; � � � j. �si2Y �Ztw'(] ��.'.t1" � � 1'JC :1l l�'�i��t�l . .` �T 't . e , Y . �' � � ' �i �t ' J �' . �t • �! � r Sc e � cr`v./ /"a.- ,.��-�.. /�/r�s�c%� `L � ` :�i a�:'•.�j, Cn7s.�in�� ?�.. ../y �� .. ��,4.� � �t7C��T� �;� � �• r � ""�, . . !� ,. ;t ,. - ' C1T�' �,tATER d3Epq� i p�ENT � • ��T �ORTH, T � X q s � , �� 4d( � s< � • ��\../ �� .� � �� —.-- E,r�sr C�S. .? 9 �;;�i��i1��OG�f� ��[��GU�u .,� (�,� ��G?[�� 'G'��o ��o .. ..._..�..._ � �-� ' i � � �., � . r � . � . . ' • , � . . ' 36 "�ft.E: � = ► '� � ' . � � . .4.��hv/t Cover. ,�- `�_ �2•• Go�/v. /�ij�¢. . I' — -r..ti!t�� ``�i?'3e ;,' .. C%S�= � ` _ . . � ,�' t �j/J/iC�. - � � �.a:,i�r �::��?S��:v�!! 11 ��'�?/�L• . � � • • • �. ,. �°� '`'��„�.�? . ,� . I� S1o?r�ofs/'d, Finish¢d 2 r6. /5"`�br ai"inq FQ/f, 3G "Wid¢. �.., j • � . ' ,�- �. �. . , . . h � � , : C1�'� �f�,TER DEPART�lENi • : FOf�T W ORT N. T E X� S ��.�i�.�'�'�',��h� Cf�'� ��' . . � �' �� --- , � . ��/��i�''� .� ��; ��0 G�G�� [�C��G� J� � � � J��' �� °,�� t . _ --r— . • C lia'J'i' �II�'�U UQ �15� ��a , � � —, . _: .: � - —.. - . . --� .. �. � . ,,,,,,� � . .. � ,a._._....�- Pa�ing Or Other SurfacP. Haterial �,. /// / _� :.�.� �<. ...�•,, -•,; • •,;Q:-.•:;., .�•.• :�� :r � '•,. -• . = � • �:Q� �• o, : ;�a Q'•Q ' Qo .' ; : .:Q•;' :Q, % ' � � � �� c,.. .: . : , • �,�:; ' � : : •':: '• . .� ��• .••Oi.,••�..:i,��•�•.Q ��,�.:•......�� • • oadwa \Base� R y ' w. .� . _�. �� f Valve Operating �lut +s � �re 7han 3' 8e1ow Pave- ent Surface - Provide � xtension Stem To 1' Belo+� avement Surface. �� ` �etail Pertains to Al1 �ate Valve Sizes 4" Thru 12" f h M�a.< � • � � �. � I 1-1-78 - �- Main� r u -� � � . �.- — —L LT�_� 1 ! 1 1 ��/ /�� . -`O�;' �. • •�:6"' , ?'�Q; . O. . :o• :;'Q,;, .Q','•G�;�: '� �'�' o • .0:,� � :.� o .' ,, �� .�� . •..... . ,,, �: ,,. a . �� •�; .'.. ,:;::,.°.�: ;•. ,°;, •�.•.•.�.:.:.� '. :�.'�: � i � � -) J ` � 1 � " Mc Ki�ley Iron and Steel Co,, � � No. YBS three piece valve box � � � or equal. � t Gate Valve .� � � TYPICA� �ATE VA�VE AND BOX, � EXT�NS lON STEN1 DETAI L ^ ;;� .;=^ - , ;y r: r �ci� ii'1;!�;,;�-;.1 1 GU R E 3 ��=�-�� ,:�� -�� : ��:, . ' � ��=�� C��w��1,'7�.`� 2-!� ConStTuct i � `ii'��tC�'�M ti;'° . � � �,� Torque bolts prior to backfill. � � �� . � l �� ;�ncrete '�� ockj�S Mai �.. . Mw � r � �" �, r �.. r � 6�� an� f rom M ains. 12" an� L�r9�r to HaVe C,ate Valva , Exvstir�g or Prapax�ed Cu�b , �pottom ReSt .. � ; �. i � r `'.� �an�rEte ��"�� Blotkin; i' ;� \ � arant �ire HY � _ -� ; 4;'. �xer�ise care to avoid �`'''s. i plugg�n9 �ra�c► �iol�. Wit�� Ct�� ': Lon t� f Q • , G�B .� ��a'. Extsting or PropflSed Curb paveme�t �'r bther Surfac� Trencf r gasc f , p�nchortng Goup- 1 in; for ConnEc- t i on of f of C�n- Grete P�pa �2 Diam�tar and Lat �er Variz� aa�a . ., 1-1-7 �a�crEte Bl ock i ;� � '��,nCX 12'RxSo„ .___---- . ,� �; ��r�G�l�d��C��°�D ,�,��o.. ��:1,�1 ��r°?� ° G��'� ;�^�^ ^^,1�i�{�� (�?( � � '�.�,>>,, i_,,,^�o t!._ �_�� „at E E2-12 Const �� TA AN� D� l R� H��R � 5 �'t�� -i � r.Gate Valve � ' �11 F � �e Hydrant L�a� E � � ; � �y2ra�t t� Set Pt umb � -- Pa r icv:aY �11�1/J :;tension Barrel and ;tem for Extra Bu�Y p�pth If NecessarY MI�imum I C•F• Gravel _ ptoportionally Around Base � 9ury Depth: �ron Pipa ,_6�� {�r Cast �� 5`-p" for A-C Pipe Ref• �;gute � � � � + � , �� .�`,q �so �o'9�P� ,.:. o, �, �� 's ': .: ; ` � �°� °�s ;�a '.. =�• �°�p, °�s ,,t � ::• s .:%'::r`o:� �'�•p. e. . t. �'.. �' :. ,�• �, . 't�y!}��.� , ,..',,a�`: .� 1 �� P�.ug , :j.�A {' ;'t : t:•.�r r '.ey� �ji: •••:"� ��►: ��•� ... - ti � ::. *.v •:: i NOTE: Beari�g Areas shown are based'on 150 P.S.i.G test pres5ure and 3000 P.S.F. soil bearing value. y� �� / o ��' �5.. � Tee 1500# Concrete i ��';E< ;� /.� •"..•;� ' •'`•"'•� �t: � � ; V � {•."�'' `'= • . � i "`ti�; '�s ' ':; � N.,,�?: . ' ��`' .,�';? -� i,�t' i;• X X :��. .ti, j,,,. � � � i � � ti; : �.•;r . - •:: •. `,'�: .��'O ��:? � � _ "E" _� i�00� Conc re te I � . n. x. in. Max. Min. Max Ft. ��A" ArP ��A" Ar�a V�1, "C" Area V�l. "b" Area Vol. "E" �rPa V�l 4�� l•. .90 .8 .05. •9S •90. .05 .9S .�o .05 •91 .82 .05 1.16 .5 .05 8" 1.5 .90 .8 .05� •95 .90 .05 1.41 2.Q0 .05 1.�� 3•�7 .�5 1.57 2.4E .�5I lo�� 1.5 .90 .8 .05�, t.26 1.60 .05 1.79 3.20 .t 2.18 5.62 .2 1.99 3•98 .151 12'� 1.5 1.10 1.2 .OS 1.48 2.30 .l 2.14 4.50 .2 2.83 $.00 -3 2.38.5.65 .2 i 16" 2 1.41 2.00 .1 2.00 4.00 .i 2.83 8.00 .4 3.75 X+.10 .65 3.16 10.00 .S ; 20" 2 1.77 3,10 .2 2.54 6.20 .3 3.52 12.40 .6 4.70 1.00 1.15 3.9415.55 .?5' 24" 2 2.14 4. 50 . 2� 3. 00 9. 00 . S 4.25 18. l 0 . 95 5. 55 . 00 1. $5 �. 76 ?2 . 60 l. 05 � 30" 2.5 2.66 7.1� .55 3•78 14.20 l.0 5.30 28.2Q 1.75 7.05 ��0 3.�+ 5•91 35.33 2. ] 36" 2. 5 3. 33 10 .00 .�5 4. 50 2a4o 1.4 6. 36 40.80 2. 65 8. 50 72.00 5.1 7. 20 51 . oa 2.95 �+z'� � 3.�2 �ot.2 s.2�. 2. �.6� 2.2 z. +t ��t�t q.�o ��.�o �.q 8.30 .oa 4. 5 48" � 4.�8 18.� b. oo �b.ao 2. 9 8. 48 z.flo �. 4 11.14 126.So lo. �+ 9. So ro.o� 6.1 S ' � . ... , .��oo �.00 _ 9.yo C��o►o.00 t3.00It620Ci16.od �o.�di��ml�2.o 5y,� '�.o �oo ,: .5Ca.0o, . �'�Q ._. NOTES: � Minimum areas shown are in square feet. Volumes shown are in cubic yards. Vertical dimensions of atl block bearing ar�as shall be identical to the horizontal dimen5ion shown. 0 � HORIZQNTAL BLOCKtNG TABLE ��Oimension "X" May Vary If Necessary To Provide Bearing Against Undisturbed Trench Wa)1 R- . . . , 4 Pipe X-:r 11' ._ 15� 22° - 30� 45° 90° Tee � Plug .., � Si ze Dim. � r��ri. �•�tlx , -r,�n. -Max. �Mi Ma M' . � 1-1-78 HORI�ONTAL BLOCK lNG FIGURE 9 8end �^�� E�� G�G�� G��C�� €�D ��?� ��G°?� ° ��'� -;: �� , �a��, - � � ,� , ,� �� ,%�'o E-1- 20 Maierial E-2-20 Construction . k. e � � � p# Con� Be �e11-9e11 Bend —7 / ?C, i.� �%r f'l�i ,''t••;•S�1 I , iy i J•f '� i�i7 6., Main I500� Concrete -- . � Trench width; 1. Pipe 24" i,d, and smaller = 24" or o.d. + 12" whichever is greater. " 2• Pipe larger than 2�+" = o,d, of Pipe + l 8" . �-. 3. Cr�dle sha�l extend a min. of 6'' beyond each sid� of pipe. , _ � ••: �:,, w^' •. t ��M• ��"4i: w?r � Y ' i! �i } t 4 � � { .• w a �tT tn , o. ,4� � �,,i, ��, ' � �OI I Typ. � RUBBER GASiCET JOINT M. J. - M. J. Bend l • � � . o n, _ � � �� / .:" Q� �� _�:�;� ,.:: . �_ �,�� _ . . ;.�:r . .: , f „.' .:. Y,',.� Y .,{�' � � •.•:` !4 � ..a-�. ' �a_ •,4 '• �, �� +• � / .�i':�'t�. � ♦ �- �s��. � 4�',.�;:�,�� ',i q,�� Z �`� `^:. �; �l.t� � r- r.•� � • � * :�: t1 ��;.�``�?. \ �l!-0�� .~` ` � \ TYP• t � 1500/# Concrete MECHANlCA� JOINT � , Ma i n o / c f �0' � ;�Q � � �of,., _ y .�43.. "�.`. �• r �i.`.�i!t � f.i �t¢faj!^'n . ...» . .�.:.:.oy ;��:�'1�1�i. . t%r� {i ••'�� >�'"'.d'3:ir�t'r�;�. �,.. �,, .,.1 .,., : ' j�Gl�,I.•,,.�:.: �: }.,t%y. �•� � r•� r. :+. 'a.� ir :w�i.''r' i 6"�•�=�?%/"5:•�{' -�—�"''��"'�i�� ..`..., j., a•. r_` � '� �. � •�t�;�;' ),Q )� t -�.i.�,•�1: •.r�• c,��{��, r i;];�; (, , r.t�1�i•.�. j•�1 i'.-rV(,• �.: i, �e ��.�a:: fi.- ..�� .! �.�' ��n�• I ql�Ott � �1 � TYP• 1 xeeQ a mi�. o� ��-o�� BELI. AND SPIGOT JOINT Hote: when crqdle is M� clearance 6etween shown or speclfiE conc. a�d joi nts or . � for i nstal lat i on '� bolts on C,1. Fipe. on concreEe pipe �,. o� in excess of 1`-0" . the ful l joi nt as detailed. - (� J�j''� � length of the pi� r � �I�r"1L/�� DETAIL or fitt+ng sha'' � cradled. " 1-1-78 �r F I G U R E ! C'[��0�� G��C��'�� - �} �:,., ii � J' U e) ��J�,','�'I '�� " ��'` `�E� 1�0 Mater i a 1 s pQn(�n,r �� , ,. I?!I lrM1rftL��l1�� Inl_ i��n�;�� 2-?fl f nnctr�irtinn �.. : � ;`. i 2'` X 3/4" Bush i ng 3/4" Samp{ing Tap , ,�,, - I � c x �o � � • 0 0 N V1 i 2" Gate Valve 2" Short �(ipple Z" iee +.,._After Sterilization Remove Piping a�d lnstall P1ug 0 . � , � n� ( � �/ �Backfili • . � �� " � .�� i . . . • . �.�� ' • . i• �,• ' . t �'� '� �'• '� �''��~•� r � �� .S• • . • � � , ! '.`i 6 :�� ,b:� � ` : " I�%� ', �. ��. . . . . � • . i• , ....,. .... •.. �;' . �- 'r wt ♦• '/ `_��1 4�� a�d (.arger Water iine Embedment _ . __ � .Plug after Sampling �� .' •_• � ' ,� ,. . • .��' `�L.,�`�N.,,,��` .s.�'�\� '''.... .• . � •.��•�• -.�...��; :,•�'•�''�;.:'�:�.��:i � _�. � �rc�Y�r'�� /r*:-•. �• S .:..,�:;��. t.s.�, �� 1►. •.•1� �Back#ill � 1" � ' : � • - : .• . • . ; ; : •; ••S :•t •, �-.. ;��fM `' . .�•. °�' •.�. ';� �.,�. v�'.�i�i :• '�� . ' . . �• n �..�•:. �, ',.' _ .-,•;;�• . , . ' t . ; r. -''�1fi�; ' .. .•� . ... , • ,1•_ ,- , :� � � � � � r � 3"� a�d S�iaT'�Er Water'tne a �� t�� .. - c• . �,. �.-.; ��Y4; .,_ .. _;:. �',71 • s �.i . ' � ,•Y��, : . ••- . �\ . .3� ��•:% � ' '1 • � '�.`� �, � �: y�� • � ' ♦ .•': • • .` ';`. 'i,��•;� • �•�•� � � '� •��••'�,+�►.• '.•��. a �. ..� . : � • � �r .- � ;',� � i , L �' .. : �: • ` � � % %�. �.� •�. � . . . •�. � :I� � � . �♦ �} : � ' . s, • . .. . �. 1�, � �x.r.. � � � � �:L�. ': . Embedmertt 2" Coupling to be plugged w/2" C. i. Plu9 a�ter sampling Chlorinatiot� blowoff and sample point for deadend water piptng. Co�tractar Is to fur�ish all ]abor and mat�rials. Material will be removed and reta'sned by the Con- t�actor afte� satis- tactory;samples have -been obtained. Concrete Blo4kin g, per Fig. 9. STANflARD DETA1 L . END PLu� �HLORINATIoN BLOWOF� � ANo SAM PLI NG Po f NT FIGURE2? ,��G GDI�� G�@ �� GG�(��`� (�F M,�� ?M i�f�"7 . �, � 1 8'-0 " �5 " � M a ,N � a � N � M A 0 w� N. ' 07-02-96 5,,,6� ,�Logo Green r'Whlte � I �� ' , - �'O�. ��A�.L �1�. S� 1 . �1 � ��01'V � 3' �'�6" 4' , � �.� � /� InfoRnalion about Fort Worih Wastewater Program, call 332-81 a0 / � / 6"• Radlus � `..,Logo Green Wlth � / Typlcal . � � Whlte Letfers � / . / ' _ ._.---...� ��...-...._--.... �-----�� PROJECT SICN Flgura 3 0 ' /�---Logo �31ue . . � i�� / � ---Lo o Green �r 9 � I � ^8 �x �, ��. � �.2 n . � .Plywo�d FortWorfi ;; � � • �` �\ '�l�/ater- ;;��ogo �re�n • �� / Department�% �.= � i � ��I �� `�<`�� '� ��,, �� p vz, C�'� <L�j � r��'- - �c�_);�s c<_>, � � � � � R N w M �- � A O � G�NERAL NOTES: �.OgO 8/U9 ' Tnemec "FJor�l" (BA22J Or Equal Logo Grsen - . Tnemec "Age sn .Seap� (A W22) Or '"Emerald" tAV22) Or Equal LatiQring Slzc�d To Flf ,a^Cale 3/4": y'-0" E:2- y Constructlon i___..s i.---�i i.—._..r 1__. � i.___.+ i—_._. `�---_� i.__-. 1- ._, i... � 1__ __, i_. � �.__.� l_. a_. .a i__ � I� ._i ti�---� t— - ' t a � µ-, � �.x, � � EXISiIt�G STREET PAVEMENT TEMP�RARY PAVEMENT REPAIR SHALL BE H�TaR C��D MIX ASPHA�T, RCt�LED 2' MINIMUM j// "O O`O"O"p`O"O"p�0�0�0 O�O O�O 0�1�0"O"O"O"O"O�O"O'O�O"O'O'O�Q'O'O C O O O O O O O C O O O O O O G C O O O O O G O O C O G O O O O / / - ///// ' ` '- • � �t-/�� % /l �//. ��/�� • : : -. . . + - � ; _ . � •d , � 4 �• 4 . �ux 6• cn�nc� - - � �x-sasE w��r�u.. EXIST. BASE � SAND MATERIAL ❑R GRANULAR EMBEDMENT , , _. .., . • .. •<. • � . � . _ • .• -� -' : x IXGIVAIFD HATERU�L Si1ALi. CQtSIST •�• . R • ' ' �' � ' ' " �' }4ATFRIAL Fit� LF 1ii12i aR .�: � � . � � ' ' ' ; �. ' E]�tC,ATF� F'IECES. RQqC� L.1,A4'S �' . . , . " .• t :. _ .. MY. SIIa. l.�i}i �2 VE�.TABLE FiATfEFZ . �` � � ` � 1�"�� NlhXIi��i. :-. • . . . . . •.. � . '-; ,, . . :. . . . '• ,,• '�� • - ..�',� �'`: �,�' • � . . . . .� ., _ � . ,. — �`, tiQ�. , �..,: .: . . • . ': . - • �- . •. ..• • .- — � • .. ' �. . . ,' . . . L . . � INCLUDED IN LINEAR F�OT BID PRICE ❑F PIPE � =XCAVAT�fl1�, BACKF�ILL AND PA�/�MENT :EPAIR UNDE� EXIS�Ii�G STRE�TS CASE 3= . EXIS7ING PAVED STREET TQ BE RECONSTRUCTED . FIGURE A . tWATER� SIZES UP T(1 & INCLUDING 12'� SHEET 1 QF 2 NTS REV� MAY 8, i996 ;� ' )�� GG'� ��CiG`�� ':: r�,�( ��rG�� ' �'�i( �� (:��u�i7R �j� �, � �� I� ��J . ' SPEC�A7i YNSTRUCTIONS TO BIDDERS 1. �ID S�: Cashi�s c��oc{c or an aooeptaWe bidde�s bond payabie to. the City of Fo�t Wortt� in an amount of not less tha�t fiv�e (5%) par catt of the total of the bid submittod must a,ocompany the bid, anc! is svbjoc;t to forfeit in tha eveat tho suocessful bidder fzu7s to execute the contract doa�ments within tcn (10) days aRa the oontra�ct has boen awazded. � � To be an acc,�ptable surety on the bond, (1) the name of the surety shall be includod on the cxurr,�t U.S. Treasury, or (2) the surety must have capita[ and surplus equal to ten times the � , limit of the bond. T`he surcty must bo licensod to do business in th� st�te of Teacas. The amount of the bond shall not exc,ezd the aumount shovm on the tre�.svry list or ono-tarth � � � � � ��I L�J � � � � � {1/10) the total capital and sutplus. 2. PAYME�?'�' BOND �N� �' -IZRt�RMANCE BOND; The �successful bidder entaing into a conUad for the work will be reqwccd to g�ve thc City surCty in a sum oqual ta the amount of t}x contcacx awanded. In this connedion,� the succasful bidder shall.be ra�uired to furnish a p�rformance bond as wcli as a paymtr►t bond, bofh in a sum equai to thc amo�mt of the contiact awardai. The forrri of tha bond� shall ba as hercin provided and the surcty shall be ac�oeptable to the City. All bonds fumished ha�cunder shall mett tha re�Quirancnts of Article 5 l60 of the R�visod Civil Statutes of Tacas, as amendtd. In�orda for a suscty to be a�ptable to the City, (i) thc n�me of tho surety shall bc itnclud�d on the c�ureat U.S. Treasury List of Acocptabl� Svrctics (Circular 870), or (2) tiie surcty must have ca}�ital and sauplus oqual to ton times tha amount of the bond. 'The surcty must be licens�d to�do business in the State of Tcxas. The� amount o�the bond sf►all not excecd the amount shown on the Treasvry list or aao-tenth (1l10) of tha total capital and s�rplus. If rcansurance is required, the company writing the reinsurancc must be authoriud, accxodited or ttusteed to do business in Texas. No surexies wilLbo acxeptecl hy the City whieh are at the time in def�.ult or delinquent on any bonds or which ar� intcrested in any litigation against ttie City. Should any surety an the contract bc determined unsatisfaotory at nny time by�the City, noticx will bo given to the cantrac,tor to that effoct n.nd the oontractor shall nmmediataly provide a ncw surety satisfactory to thc City. If the contract amount is in excess of 525,000, a Paymu�t Bond shall be executed, in the amount of the contract, s,oldy for the protection of all claimants supplying Iabor and materials in the prosecution of the work. ��61�� G��C��G°�D �i"�; '� ��`'� c��'�G°��1� � ��a Gn��:��g ��{o S�—z . ..........�..... t!' � � �� ,�1 If the conttact.amOcuit is iRt exass af �100,�00, �a Pafor�m�aix �ond shall be �acaxit�dr in the amount of. th� cot�t�aat Cpnditiontd on thc fiaith�ul pc�fomtanc� of tho work in �rdance. with th� �ala�nss spu�SiCationsy and contract documents. Said bond $hall solely bc fox the proteCtioc� ofthe�City of�ort �,Votth. � . 3. Y�,�ro��;►"�'�Il DAIV�C,��: �;� �eo��ac�o�s aac��on �� u�a� ��-�an� � xt�, 8; , P�$r�ph $.by 4�t.�e "C�e�al �'ro�isio�i$" �af-t�ie St�nd�rd S�o.ci5i�ziotis �'or �ot�t�ut�ion �� of �ti�� City n£ �o�t Wbrth, Tcacas, coric+cc�tin�:iiquidato�d d�nhagcs�. �or latc ccym�ietion of , . . .., � . � - pra�e�ts:. . � . � . � . 4. � � � 5. � � � ' +6. �� ..... ��n � taf,�tribaguity�or i� of Ci�artic�s in'�st�ting pz�� i�t. �he pi�opp�al, the :�' i�t'�:�h� ri�gi�,tito� ad�pit th� �o� advanta��oti�s rot�5t.cuc.t�iori the�o�.�9. the.�it�r ot �o . . rej��;e:t;tSi� t�rqt��;� , . . � : , , . .� .. . � - . � : - - _ � .� . �.,��,�� -A� �tddCrs �`v�1i. b��r�+ex�t�i�.`.�t L� i�7mpty v�r►th �r t�i�z�a��.N4:��7�� . � �er�d�t j�r t�y�G�t��e�Ta �400 (��att �'a�tt� t�r �.� Sr�aQ�i��y1��-�i�:th�cig�► t��.��..: �9) �3ri��bi.�ui� �1� '�� ix`► �p1C��t p��i�s; . '., � � .. : � . . . ��L��/��'�; �t ��d�� v�n� iic r �sr o , r� � . ; � . .. .. . ex� � � � p� v�nth �ro��tain � � �8� d� . '��na� : #� t . �rt� r,� (�� r,��s" o�r�i� St�tG o�x�as �iit� �� Q th� p�.�rn�rt o��re�ili�i� . . . y:�!age i�t�s � +��ish� �r � �� a� V�a�t;�� au�. � �art� m .+.�a��t . ��c�rt�nt�':£a� �iS` �t'�� . �. : .. -: - ... . : . . .. ; . . : ; :.. : . . . , .. , ,. .. _ ` . . ;A c��t �� fi�a�r�l-st�t�rri�►t ��r � �requit� �� th� . . . : :� . . � .� ��t�.�rt�. Q� �� reg . . : ' � .e�`� ►n ;i£ _ �u`�d. :f,o� vtsG":l��►. �t�e ��`t`Y p�. �`O�t;7E`. W'�?.IEZ'I�E�- in� . ��teril��riiii� th� : �ic�5��1 btiider: T�us '3�ai�rtient� � if z�quired, ,is ,t� �t�. pr�p�td b3► � an . it�d(�dent �ut�liG ;A,c�auntant .��ding' � �alid permit i�ed by an �p�rpp�i�.t� St�t� �.,�, .rxri�- in�:A,ge,?1i:}r; ' � . . , . ' . . � � � , , . .. - � . .� . .. , . . , . . ;. ,; :V�I'it�%�ti ter��(ld� c'�y� ofrec�ipt +�frio�� o�a .w�d o�cOt��rac:t,�th� Con��t�r ,. mt�st }��`ci�id�� lon� '.�yith Ex�itei� �ntr�►�t doc�m�tis :at�d �pprQpriate 1?oniis; prcof` �if ins�ara�ic� fa�r;V�lprke�'''s �n1pensatit�n a�1d`' Gci�iet�eri:sive Gre�i�'al I:1�ilify�(�4iii�y.�jui�i. _. ��S�,1�0 ��%�t�Gti� :SSQ'O,OZ1d- s��1� o�i�'erit�,: �x4p�l I7arz�a��. � $�QO;Q�t�� C�� . a�i�r�►�e):.�Th�.. `C�,y i�eSeives t�e� ri�ht�to �requt�t:any ather itisuranr� s�ctverages as. ma�r be - � reqi�ir�tl �6y :�a�h itt�vir��i�l� proj�t: . � � � �� . � � � � �fi�� U . . .. . �� . � � 8: � ' � l� l�] C 9. NOtY�S��N`�'' �In��RS: PurSti�nt to Acticle 601g, Texas �te�rts�d Civil Statutes; `'�he Gity of Fqrt .Worth will n�t award � this contract tp a non r�sident �bxdder �u�less � tt►e noritesident's=bid is lo'wex �l�a�t�t�le lowest bicl subrriitted by a respons�lt T�xas resident biddet by the �atne atriount that a Texas reside�lt biddcr would be �equi:.e��„ G��e e� �G o�D � I�� fc:� `�l' ��r�� sz-z �p�,, �,1�P� �C�� 1ylYit� 1}I�.'. 1 fl � o � � l_■J �f � u l`J �� I � L�� (� � �� L�� 0 a nonresident bidda�to obtain a oomgara.ble oontnct in the state in whieh thc nocvresiden�'s prinrapal place of busincss is locatai. "Nonresident bidde�" means a bidd�r whose principal pince of busin�ss is not in this state, but eaccludes a contractor whose ultuna�t� parent company or majority owncr has its psincipal place of busincss in this stat�. "TGxas resident biddu" mGans a biddu whos� principal place of business is ' in this state, and includes n ooatca,ctor whose ultimate parent company or majority ovmer has its principal pl� of business in this state. T't�is provision does not appty if this contrad involves fodcral funds. The appropriate blanks of tho Proposal� must be filled out by ail non resident bidders in order for its bid to meet spxifica�tions. The faittu:re of a nonresideat contrador to do so will automatiaally disqualify'that biddcr 10. ��INORITY AND WOiY�EN SLtSIN�SS ENT�RpRSES: In accord with City of�ort Worth Ordinance No. 11923, tha City of'Fort Worth has go�ls for thc participation of minority business enterprises and women business entaprises in City contracts. A c:opy of the Ordinance can be o6taifled f.roin the office of thc City ��r.tary. In order for a bid �o be considered respor�siv�.the AFFA�AVIT STAT�fENT included within the.se bid documents . must be oompleted. and subnutted with the bid. Faiture to subtn►t the complotcd AFFIDA`1TT STA3"�3NiENT shall render the bid non-responsiva In addition, the bidder shall submit the . MBFJWBE i.TTII.I7.ATIQN FORIv� PRIME CONTRA.CTOR WAIVF.,R FORIvi and/or the G40D FATI'H EFFORT FORM �"Dowmcntation") as appropriate. .The Documentation must be received no tatcc than 5:04 p.m, fivc (5) City business days aft.er the bid ogetung date. The bidder shall'obtain n reccipt �'rom the appropriat� employ�e of�the managixig department to whom delivay was made. Such rec�ipt shall be evidaux that the Docxiiner�ta tion was received by the City. Failure to oomply shall render the bid non-respt�nsiva Upon request, Contractor agrees to°provide to Owner completie and accurate infoTmation n�garding actual work performed by n Nfir►ority Business Eriterprist EWBE) on t�e contract and payment therefore. Contractor further agroes to peimit an audit and/or cxamination of any books, re�ords or filts in its possession that wi(1 substantiate the actual work perfotmed by an NiBE a,ndior WBE. The misre,�resentation of facts (other than a negligent misrepres�n- tation) andlor the commission of fraud by the Contractor will be gounds for ternunation of the contract and/or initiating action under appropriate federal, state or loeat laws or ordinances relating to faise stat�ments; further, any such misrepresentation (other than a negligeNt misrepresentation) and/or commission of fraud wil] result in ��C• �.,..t� a��u ��C��O�� G�� ' �C��aG�� ° °� SI-3 . [�ji lYs�t)�l�i'tl�nl..11l�(t�o � � � � � � � � a detaminod to be urc�on�ble and barred from participating in Gty wo�rlc for 8 period ogtim� of not Iess than threc (3� years. 11. AWARD OF CON"I'RA(_T= �nt� �( ��awardc� to thc lowest responsive biddcr. The City reserves the right io rgect any and/or all bids and waive any and/or aIl focmalities. No bid may� be withdrawn until the txpiration of fariy-ninc (49) days Erom the datc bids nre oper�od. Th� aw�u+d ofoontracx, i£made, wi11 be within forty-nina (49) days after the opening af bidsy but in no case wi11 the award be m�de until aIl the necessacy investigations are made as to the responsi�bility of the bidder to whom it is proposod..to awt�rrd the contra.cx. 12, pg��:The Contractor will receive fuli paymex�t (minus� 5°/. re�ain age) from the City . for all work for e�ch paq period, Paym�nt of tiie rec�ainic�g amount shall be m�dt with tho Snal �payment, and up�n�acxeptance of the project. 13. ADbENDA: $idSlers are rosponsible for bbtaining all addenda to the contract dota,�m�nts pcior�tp. the bid sec�ipt.time�and acknOwle�ging th�m at �the time of bid �rc�eigt Infonnatian . regat�ding tiie stalus �of adde�da may be�obtai3�r�d by cont�ting the Departm�i►t bf Erigin�ing Construation Div�sion. at (817} $71-7:9i0. Bids that do not acicnawledge all applicable addenda:may be c�je�ted as noii,T��F.Q.r{�: . . . . � R� .� �; e�c�� u'� _i . �.�: ` ;_.� � �.� u�� . : :r_ • � __� . � CJ A �Vd�cers .Cpmpea�satiQn Insuran�e �overage a. Definitions: . Cettification o�. c;t�verage ("�ertificat4"). A copy of a.c�rtificate of insurance, a � ccr�tifi+�atc of autharity to s�lf-insa�e issued l�� th�. cc�tnmission, or a coverage ��mCn� (TWCG`8.1, 1`�7VC;G82; TWCG83, or TVVCCr84), showing st�tutory � workers: compensat�on i�nsurance cover�ge for ttie p�rson's� or eatity's Cti�ployees providtng �rnces-�n �. proje�t, fot� th� durat�on bf th� projecx. �- L�J C� Duration� of.ttie.projtet�incluc�es�the timc;fiom th� bcgiriniiig' of Lhe work on the project until th� contracto�'slperson's wor3c on the proj�t has been completed �nd accepted by the gov+ernmer�tal entity. � Persons providing services an the project ("subcontractor" in §406.09�-includes all persor�s or eatitits perfom�ing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with � the contractor and regardless of wh�the� that person has employees. This inc�udes, � � � ��o�o�� r�c c a� Sz-4 ��o� �� without Tir�vtatioq indcpenda�t contcactor� subconfractors, leasing companies, motor � cxicriers, awner-opecators, anployers of any such entity, oc employoes of any entity � � which furnishes persons to provide sorvices on the project. "Scavices" includ�, � without Iimitation, providing, hauling, or delivcxing equipm«it or mataials, or providing labor, transportatioq or othec services related to a projcct. "Sexvices" does _ not indude activitias unrelated to the projxt, svch as food/boveraga vondors, office � , supply deliveries, and delivay of portablo toilets. u L�� L�J � � � b. Th� contractor shall providcd ooveragq based on propa reporting of classi5catioa codes and payroU amounts and &ling of any covcrage agrcancrits, which mocts thc statutory rcquiremonts of Texas Labor Code� Saxion 401.0 t 1(44) or all anployas of the contractor providing servioes on the projoct, for the duration of thc projc�t. c. The Contractor must provide a certificate of coverage to the governmental entiry �prior to being awacded the con�racx. - � d. If the covaago paiod shown on the contracto�'s current certificate of cover�ge cnds �� during � the durateon of the projoct, �the contractor must, prior to the ��d of the coverage period, 51e a�new ecr#ificate af �coverage with the governmental eatity showing th�t coverag4 has been extended. � . �. The contractor shall otitain from each pason providing services on a proja� and provide to ttie governmental entity: � (1) a certificate of coveragey prior to that person beginning work on the proj�ct„ so the govercur�ental entity will have on file certificates of coverage showing . coverage for all ptrsons providing services on the projec�; and � � . � . (2) no later than seven days after receipt by the contractor, a new c�rtiificate of• Q covaage showing extension of coveragq if the coverage period shown�on the ' curncnf certificate of coverage ends during the dura.tion of the project. L;J � � � f. The contractoc sha11 retain all roc�uired certificates of coverago for the duration of the projed and for one year thereaftu. .� g. The contractor shall notify the governmental entity in writing by certified mail or personal delivery, within ten (l0) days after thc contractor knew or should have known, of azry change that materially affccts the provision of coverage of any person providing services on the project. � . O Sz�s ��f�aC��l�� C�C��D ��1 ��!GG°��°j� U 0o UV�JU�_'uUUF ��!!Ua �� •l �`J L�J L�� Lf' '�] LsJ f�� 'i1 �I h. The oontrac:tor shau. post on eaeh pcbjoct site a noticx, in the Lcx� fofm and n��a presen'bed by the Te�cas Worka's Compa�sation Cflmmissioc� infosming all pe�sons providng secvioes on tho projoct that t�ey are required to ba cov�rod, and stafi�g how a pason may vcKify ooverage and �repoct lack of coverage. � L The contractor shall contractually roquire �ach pason with whom it contracts to provide services on a project, to: � (1) provide coveragq based.on propa raporting oc� classificatioR codes a�d PaY�'on amounts and 51ing of any oovaa8e agra.mcr�ts. which m�ets the st�tu� tory requir+ements of Texas labor Code� Sedion 441.011(44) for all o� its employces providing services on the proja� for the dura6on qf th� projcx� (2) � provide to thacontractor, prior to that person b�giiruting w�ork on the projcct, . a certi5cate of coverage showing that cflverage is being provided for � . employ�ees of thc person providing sexvias on the project, for tha duraxipn of • thc proja� • (3) provide the contractor, prior to the end of the coverage. p�iod, a t��yv oatificate of oov�erage showing exteasion of coverage, if the coverage pst�iQd . shown on the cun cnt certiScate of coverage ends during the duu�tiot� of th� projec� � �4) (5) obta.in from each other person with whom it contracts, and�provide to thc contractor. (a) a certificate of ooveragey prior to the other p�rson f�eginning work on the project; and � (b) � a new certi5cate of coverage showing Gxtension of covera�e, prior to the end of the covecag� period, if the coverage period showr�, ot� the current certificate of coverage ends during the duration of the prQjcct; retain all requirod certificates of coverage on file for the durarion o� tk�e project and for one year thcreafta. � (6) notify thc governma�tal entity in writing by certified mail or personal deGvery, within ten (10) days after the person knew or should have known, qf �ny � change that materially affects the provision of covcrage of any person proviiiing services on the project; and . „ � u�f�f��C�QQ� G?�C�u�D � � � C �� Q��G�� Y_� r� �a��r��M_ ��. � �� I�l � L'iJ � � �� [aJ � � � � u �, � contra.ctually roquire each pason with whom it oontract� to perform as requirai by paragaphs (1) -(7), with the c«tificatcs of covcrage to be pmvided to the person for whom they are providing saviccs. j. By sigung this contract or providing or c�using to be providod a certificata of - oovange� ,the oontrac;tor is ...r �,,.f ,�,�bng to the govanmr,ntal eatity that aIl employees of the contractoc wha w�l provide savioes on the project will b� covered by work�'s compaisation cov�erage for the duration of the projec�, th�t the cov�crage wil! be bas�d � ProPa ��8 of ciassificxtion oodes and payroll amouut$, �and that all coverage agroanarts wilt bc�5lod with the aPPi'oP� ins�uarxx carrier or, in the case nf a self- insur�ody with the oommission's Division of Self-Insurance Regulation. Providing false . or misteading in�ornnation may subjed the contrador to administrativey ciurunal, civil. penaltias or other civil actions. k� The oontracxo�s fa�ur�e to oomply with any� of these provisions is a breach of contract by the contrador which eatitles the govr,rnm�ntal aitity to de�lare the oontraat void if t�te oontractor dces not remedy the breach within ten daqs after�roceipt of no6ce of breach from the governmental eritity. . B. The contr�ctor shall post a noticx on e�ch projed site �nforming'�11 persons providing sorvices � on the.proj�ct thai they ara required to be covered, and stating how a�p�rsan may vdYfy ciurtnt coverage and report failure to provide covecage,. This notice does not satisfy othar � posting requu�ements� iinposed by the Texas Worke�s Cor►ap�nsation Ad or other Te�s . Workei's Compensatian Commission iules. This notice must be printed with a title in at Ieast 30 point bold typc and tcxt in at Icast 19 point normal typq and shall ho in both �giish and � Spanish auid any other languaga common to th� workcr popuiation. The text for the notices shall be the following text, without any additional words or changes: - ' "REQUIRED WORKER'S 40MPENSATION COVERAG� The law requires thax each puson working on this site or providing services related to this construc.tia� projxt must be cover�d-by workers' compensation insurance. This indudes persons providing, hauling, or dclivoting �quipment or matciials,, or provid'sng labor or transportation or other scrvice r�latod to the proj�ct, �regardless of the �idctltity of their employer or status as an employee". � Call the Teacas Worke�s Comper►sation Commission at S 12-444-3789 to receive information on the legal requirement. for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverago". � SI-7 ;� f��Q� �'[��D fG�� '�� o ��J�'��4 �C��o � � � � � � � � a � � � � � L�J � 15. NO�V DISCRIIVIINAI'ION: The Contrac:to� shatl not� d'�iminate against any pc.rson or . pasoas bocause of sex, racey religio� color, or na.tional orig�n uid shall comply with the provisions of City Ordinance 7278, as amendcd by Gty Ord'u�anc� 7404 tFort Worth City Code Sa�ions 13A-21 flu+ougii 13A-29�, prohibiting d'�s�c�is�tina�tion in employmcnt pra,ctices, 16. AGE DISCR�MiIVATION: In accordanc,� with the policy ("Palicy") of the Exeaitive Bruwh of the foderal govenuna�� Contrac.tor oovenants that nathu it nor any of its officas, .� manbas, agents, or employxs, will cngage in perfornting this contrac�, shall, in connxtion. with th� cmployment, advancement or discharge of employ�es or ia connoction with the tern�s, canditions or privileges of thair employment, disuiminate against pecsons because of their aga except on the ba�is of a bona fide occupational qualificatioq �reti�unent plan or statutory requiremen� � � � I - � i • Contrador further covenant;� that neithex it nor its officexs, members, agents; or employees, pr pusons acting on thrar behal� sha11 specii'y, in solicitations or advertisements for - �mployoes to work on t�is Contract, a maximum age limit for such employment unless the spea8ed ma�amum age Gmit is based upon a bana Sde occupational qualif catioq rotirement plan or statutory requuemcnt . . � Contta�tor wa�rants it will fully comply wit}� the Policy and will defend, indemnify and hold City harniless against any and ail claims or allegations assated by third pactie's againfit City arising out of Contcneto�'s alleged failure to comply with the above � refcrenced Policy ` conc�rning aga discrimination in the porformance of this Contracx. 17. � pISCRIMINATION DUE TO DISaRn,TTv. �$�rdancc with the provisions of the Americans with Disabitities Aat of 1990 ("ADA"), Contrador warrants that it will not unlawfully discximinate on th� basis of disability in the provision of servic�es to the genoral public, nor in the availability, tetms and/or conditions of employment for applicants for employment with, or current employees of Contractor. Contractor warrants it will fully comply with ADA's provisions and any other a�plicable federal, state and local laws conoaning disabiliiy and will defend, indeirmify and hold City hazmIess against any claims or allegations asserted by third parties against City azising out of Contracto�s alleged failure to comply with the abov�referer�ced laws. concerning disability discrimination in the performance of this Contract. . Revised March 15, 1996 p�:�..� � ' SI-8 u��ocoad ��cc��o co� ��G� �Uo UVI�J C��U Ug II �Wa O � SPECIAL PROVISIONS (TRANSPORTATION AND PUBLIC WORKS DEPARTMENT) 1 � �_ UNIT II PAVING IMPROVEMENTS BRYCE AVENUE (From Clover Lane to Tremont Avenue) DOE Project No. 2166 UNIT II: PAVING IMPROVEMENTS: Transportation & Public Works Department Project No. C115-020115095901 f 1. SCOPE OF WORK: This project consists of complete reconstruction of Bryce ,. Avenue with 6" reinforced concrete pavement over 6 inch lime stabilized subgrade. This work shall include all other miscellaneous items necessary to f satisfactorily complete the project. Awarding of contract and Working Days: • A. Bid Alternatives: The proposal section of this document is designed as � one proposal for both Unit I and Unit II. � B. Submission of Bids: The proposal sections of the special contract , documents are arranged to require the contractor tosubmit a bid on all proposals; this document is designed as one contract document and shall ° be constructed as a single package. Award of contract shall be to the � responsive low bidder for Units I and II combined. � C. The number of working days shall be as follows: For Units I and II Combined: 60 Working Days 2. All utilities and right of way easements are clear. Q 3. Contract will be awarded to the lowest responsive bidder. P 4. The Contractor agrees to complete the Contract within the allotted number ' of working days. If the Contractor fails to complete the work within the ` number of working days specified, liquidated damages shall be charged as � outlined in Part 1, Item 8, Paragraph 8.6, of the "General Provisions" of the Standard Specifications for Construction of the City of Fort Worth, Texas. SP-1 � L� L�rr��G�� J°�� i��'I. Ir� �� ;:��u ��'::G? � ° e'�� o u�J�'� r�p ��t � �. �, , 5. INCREASE OR OECREASE 1N QUANTITIES: The quantities shown in the proposal are approximate. lt is the Contractor's sole responsibility to verify all the minor pay item quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished unde� any major pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity stated in the contract. ti When the quantity of the work to be done or materials to be furnished under any major pay item of the contract is less than 75% of the quantity stated in the contract, whether � stated by Owner or by Contractor, then either party to the contract, upon demand, shall ;� be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner � deletes a pay item in its entirety from this contract. A major pay item is defined as any individual bid item in the proposal that has a total cost equal to or greater than 5 percent of the original contract. A minor pay item is defined as any individual bid item included in the proposal that has a total cost less than 5 percent of the original contract. �. In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Cont�actor agree that the consideration will be the actual field cost of the work plus � 15% as described herein below, agreed upon in writing by the Contractor and 6 Department of Engineering and approved by the City Council after said work is completed, subject to all other conditions of the contract. As used he�ein, field cost of � the work will indude the cost of all workmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used �` on such work only, plus all power, fuel, lubricants, water and similar operating expenses; � and a ratable portion of premiums on performance and payment bonds, public liability, � Workers Compensation and all other insurance required by 1aw or by ordinance. The `° Director of the Department of Engineering will direct the form in which the accounts of actual field cost will be kept and witl recommend in writing the method of doing the work P and the type and kind of equipment to be used, but such worlc will be performed by the � Contractor as an independent Contractor and not as an agent or employee of the City. The 15% ofi the actual field cost to be paid to the Contractor sha11 cover and compensate � him for profit, ove�head, general supervision and field o�ce expense, and all other a elements of costs and expense not embrace within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of the Department of � Engineering access to all accounts, bills and vouchers relating thereto. 6. The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City � SP - 2 .;''�'��O/n31� ��IS��J��D , ._ WA NO. 97-034 �' :1�� lf c��^�SI51pn1�U - '`' �' 1'��'r'�G� �� I� v /:�- P ° , ..� �s � 7. This contract and project are governed by the following published specifications, except , as modified by these Specia! Provisions: STANDARD SPECIFICATlONS FOR STREET AND STORM DRAIN CONSTRUCTION �_ - CITY OF FORT WORTH STANDARD SPECIFlCATIONS FOR PUBLIC WORKS CONSTRUCTION - NORTH r CENTRALTEXAS A copy of either of these specification may be purchased at the office of the Department of Engineering, 1000 Throckmorton Street, 2nd Ftoor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated in the call- out for the pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contracto�. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. ` 8. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract documents at any time. Failure to bid or fully execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding contract as appropriate and as „ determined by the Director of the Depa�tment of Engineering. 9. The Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) yea� from the date of final acceptance of this project by the City Council of the City of Fort Worth and will be required to replace at hi� expense any part or all of the project which becomes defective due to these causes. 10. Construction stakes for line and grade will be provided by the City as outlined on P-17, Standard Specifications for Construction, City of �ort Worth. 11. TRAFFIC CONTROL: The Contractor shall be responsible for providing traffic control during the construction of this project consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701 d Version's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determined that a sign must be removed to permit required construction, the Contractor shall contact the Transportation and Public Works Department; Signs and Markings Division (phone number 871-8075), 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 instafled 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 u�til the temporary sign SP - 3 � WA NO. 97-034 �,��c��o�Go�� c � °�� '' �� °� � ° °?� r� ��i�M_ ��. � � requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shall again contact the Signs and �� Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is complete. �. 12. PAYMENT: The Contractor will receive full payment from the City for all work. � 13. DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a 4, written statement thereof shall be presented by the Contractor to the Engineer and if by � him found correct shall be approved and referred by him to Council for final approval or : disapproval; and the action thereon by the council shall be final and binding. If delay is � caused by specific orders given by the Engineers to stop work, or by the performance of �, extra work, or by the faifure of the City to provide material or necessary instructions for t carrying on the work, then such defay will entitle the Contractor to an equivalent h extension of time, his application for which shall, however, be subjected to the approval of the City Council; and no extension of time shall release the Contractor or the surety r on his performance bond from all his obligations hereunder which shall �emain in full ; force until the discharge of the contract. 14. DETOURS AND BARRICADES: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. Contractor shall protect construction, as required by Engineer, by providing barricades. Barricades, warning and detour signs shall conform to the Standard Specifications "Barricades and Warning and/or Detour Signs", Item 524, and/or as shown on the plans. Construction signing and barricades shaU conform with "I 980 Texas Manual on Uniform Tra�c Control Devices, Vol. No. 1 15. During the construction of this project, it is required that all parkways be excavated and shaped at the same time the roadway is excavated. Excess excavation will be disposed of at locations approved by the Engineer. 16. DISPOSAL OF SPOIUFILL MATERIAL: Prior to the disposing of any spoil/fill material, the contractor shall advise the Director of the Department of Engineering acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the contractor intends to dispose of such material. Contractor shaN not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Flood Plain Ordinance of the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure the filling in not occurring within a flood plain without a permit. A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractors disposal sites shall be SP - 9 u WA NO. 97-034 It�l;l��:'��—d� UC`_'LSI:f��,�IrU : �r C�b'' ��C�':; G�[�G�� ' II Ua VV�I:'�:'U0119 UL��u ' � �J �'�! evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fili Permit authorizing fill within the flood plain. Any +��- expenses Associated with obtaining the fill permit, including any necessary engineering studies, shall be at contractors expense. In the event that the contractor disposes of � spoil/fill material at a site without a fill permit or a letter from the administrator approving '.� the disposal site, upon notification by the Director of Engineering, Contractor shaN remove the spoil/fill material at its expense and dispose of such materials in accordance ' with the Ordinance of the City and this section. 17. During the construction of this project, the Contractor shal requirements of the City of Fort Worth in the use of purposes. I comply with present zoning vacant property for storage � 18. Ali objectionable matter required to be removed within the right-of-way and not f particularly described under these specifications shall be covered by Item No. 102, " "Clearing and Grubbing" and shall be Subsidiary to the items of the contract. � 19. Fina1 cleanup work shall be done for this p�oject as soon as the paving and curb and gutter has been constructed. No more than seven days shall elapse after completion of construction before the roadway and right-of-way is cleaned up to the.satisfaction of the Engineer. 20. QUAIITY CONTROL TESTING: r (a) The contractor shall furnish, at its own expense, certifications by a private laboratory for all materials to be used, and gradation analysis for sand and c�ushed 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 wiN bear any expense related thereto. (b) Tests of the design concrete mix shall be made�by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The contractor shatl provide a certified copy of the test results to the City. (c) Quality control testing of in-place material on this project will be performed by the City at its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any test of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. (d) � WA NO. 97-034 Not less than 24 hours notice shall be provided to the City by the contractor for operations requiring testing. The contractor shall provide access and trench SP - 5 ,. -.� � ,�,-:, � �� ,��' i�'�'�''� i��i S�:�i �i i `;�1� V �L'�l�_� �='U-� '' ; �`I�1 ��'r��°��.� e?� '�'�� r�?�p l��a � � A safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. � (e) The contractor shal( provide a copy of the trip ticicet for each load of fill material � delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. � 21. PROPERTY ACCESS:. Access to adjacent property sha!! be maintained ai all times unless otherwise di�ected by the Engineer. 22. CONSTRUCTION SCHEDULE: It shall be the responsibility of the Contractor to fumish the Construction Enginee�, prior to construction, a schedule outlining the anticipated �"� time each phase of construction will begin and be completed, including sufficient time .- being allowed for cleanup. 23. SAFETY RESTRICT(ONS - WORK NEAR HIGH VOLTAGE LINES: The foNowing procedures will be followed regarding the subject item on this contract: (1) A warning sign not less than five inched by seven inches, painted yellow with black letters that are legible at twelve feet shall be placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: , WARNING-UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF H1GH VOLTAGE LINES." (2) Equipment that may be operated within ten feet of high voltage lines shall have an insulating cage-type of gua�d about the boom or arm, except backhoes or dippers, anii insulator links on the lift hood connections. {3) When necessary to work within six feet of high voltage electric lines, notification shall be given to power company (TU Electric Service Co.) which will erect temporary mechanical barriers, de-energize the line, or raise or lower the line. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate tog of such calls to TU Electric Service Company, and shall record action taken in each case. (4) The Contracto� is required to make arrangements with the TU Elect�ic Service Company for the temporary relocation or raising of high voltage lines at the Coniractor's sole cost and expense. (5) No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). � WA NO. 97-034 R' � SP - 6 '`�;��L�QC� ffn��VU'L' .. :� �� '.�. U:�° U..� U U�o i��L��li.;��M( P Il L7//�jn ..._ --�.�._ �- � � 24. Any contractor performing any work on Fort Wo�th water or sanitary sewer facilities must be prequaiified with the Water Depa�finent to perform such work in accordance with f,,�, procedures desc�ibed in the current Fort Wo�th Water Department General Specifications, which general specifications sha11 govern performance of all such work. � 25. RIGHT TO AUDIT: �, (a) Contractor agrees that the City shall, until ths expiratian of three (3) y�ars after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and �ecords 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 o�der to conduct audits in compliance with the provisions of this section. The "�' City shall give reasonable advance notice of intended audits. (b) Cont�actor fu�ther agrees to include in ail its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payments under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documsnts, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City sha11 have access during normal working hours to aH subcontractor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article together work space, in order to conduct audits in compliance with the provisions of this article together with subsection (c} hereof. City shalf give subcontractor reasonable advance notice of intended audits. �c) Contractor and subcant�actor agree to photo copy such documents as may be requested by the City. The City agrees to reimburse contracto� for the cost of copies as follows: 1. 50 copies and under - 10 cents per page. 2. More than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter. (a) Contractor agrees that the City shall, untii the expiration of three (3} years after final payment under this contract, have access to and the right to examine any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. ContractQr agrees that the Ciry si�all have access during normal working hours to a!! necessary Contractor facilities and conduct audits in compliance with the provisions of this section. The City shall give 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 SP — 7 � l� WA NO. 97-034 �� 0� 8�� 'L�C � �L �� tl U U C'IS�� Ua,LS IY/VUd U (�o I�,�,; ��¢ ��i�o —..�..�.... � � of three (3) ysars after final payments under the subcontract, have access to and the right to examine 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 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." � CONSTRUCTION NON-PAY ITEM - CLEARING AND GRUBBING: All objectionable items within the limits of this project and not otherwise provided fo� shall be � removed unde� this item in accordance with Standa�d Specification Item 102, "Clearing and � Grubbing". , However, no direct payment wilt be made for this item and it sha11 be considered �' incidental to this contract. r NON-PAY ITEM - SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered � incidental to this contract. PAY ITEM - PROJECT DESlGNATION SIGN: ' The Contractor shall construct and install two (2) Project Designation Signs and it will be the ` responsibility of the Contractor to maintain the signs in a presentable condition at all times on each project under construction. Maintenance will i�clude painting and repairs as directed by � the Engineer. tt will be the responsibility of the Contractor to have the individual project signs lettered and � painted in accordance with the enclosed detail. The quality of the paint, painting, and lettering on the signs shall be approved by the Engineer. The height and arrangement of the lettering shall be in accordance with the enclosed detail. The sign shall be constructed of 3/4" fir plywood, grade A-C (exterior) or better. These signs shall be installed on barricades or as directed by the Engineer, and in place at the project site upon commencement of construction. The work, which includes the painting of the signs, installing and removing the signs, furnishing the materials, supports and connections to the support, and maintenance shall be to the satisfaction of the E�gineer. WA NO. 97-034 II � SP - 8 �;,�;��iG��d �'��J °�� i ':" L�u � �5'r °�L� �a��°� i ,? ��Jh,�a1�'��' p ��a � ., The unit price bid per each will be full payment for materials including all labor equipment, tools, and incidentals necessary to complete the work. PAY ITEM — MISCELLANEOUS UTILITY ADJUSTMENT This item is included for the basic purpose of establishing a contract price which will be "` comparable to the final cost of making necessary adjustments required due to street � improvements to water, sanitary sewer, and natural gas lines and appurtenances where such service lines and appurtenances are the property owner's responsibility to maintain. An arbitrary figure has been placed in the Proposal; however, this does not guarentee any payment for utility adjustments, neither does it confine utility adjustments to the amount shown in the proposal. It shall be the contractor's responsibility to provide the services of '� a licensed plumber to make the utility adjustments determined necessary by the Engineer. r No payment will be made for utility adjustments determined necessary by the Engineer. Should the Contractor damage service lines due to his negligence, where such lines would � not have required adjustment or repair otherwise, the lines shall be repaired and adjusted � by the Contractor at the Contractor's expense. The payment to the Contractor for utility adjustments shall be the actual cost of the adjustments plus ten percent (10%) to cover the cost of bond and overhead incurred by the Contractor in handling the utility adjustments. PAY ITEM — UNCLASSIFIED EXCAVATION: See T&PW Standard Specifications Item No. 106, "Unclassified Street Excavation" for !' specifications governing this item. Removal of existing asphaltic penetration or asphaltic 4 pavement shall be included in this item. All objectionable material found within the limits of excavation shall be removed from the job site and disposed of in a manner satisfactory r to the Engineer. Removal of such shall be subsidiary to this item. Operations necessary �. to windrow existing gravel base in order to lower or raise subgrade shall be considered as subsidiary to this pay item, and no additional compensation shall be given as such. This item also includes removing and stockpiling flexible base material used by the utility contractor as a part of his temporary paving repair. This material can then be used by the paving contractor during driveway construction. The intention of the owner is to pay only the plan quantity without measurement. Should ?� either contracting party be able to show an error in the quantities exceeding 10 percent, ` then actual quantities will be paid for the unit prices bid. The party requesting the payment of actual rather than plan quantities is responsible for bearing any survey and/or ~ measurement costs necessary to verify the actual quantities. Proposed cross sections are available upon request. J � � �� ,��c�� C�� °1D SP-9 °� I�' G 1u e��. US1517rJUu U I(`I:��o VUI��U��Ulla �LSWo r. i �I � ��- PAY ITEM — TOPSOIL: � The proposal quantities shown are calculated to provide topsoil 4 to 6 inches in depth (compacted) over the parkway area, and do not include material deeper than design depth behind the curb. The pay item is intended to pay for topsoil that must be imported where suitable � material is either not available on the job, or cannot reasonably be stored on site. Payment will `- be made on the basis of loose truck volume (full truck with sideboards up) tickets. Material must meet City of Fort Worth standards for topsoil. Only the volume imported will be paid for and may !� be substantially less than the proposal quantities listed. PAY ITEM — 4" STANDARD CONCRETE SIDEWALK, LEADWALK, & WHEELCHAIR RAMPS �,. _ All applicable provisions of Standard Specifications Item 504 "Concrete Sidewalks and Driveways" shall apply. The Contractor shall construct standard concrete sidewalk and wheelchair rampas as shown on the details or as directed by the engineer. The contractor shall not remove any regulatory sign, instructional sign, street name sign or any other sign which has been erected by the City. The Contractor shall contact Signs and Marking Division, T/PW at (817) 871-8075. � All concrete flared surface (wheelchair ramp wing or curb) shall be colored with LITHOCHROME . color hardener or equal. A brick red color, a dry shake hardener manufactured L.M Scofield Company or equal shall be used in accordance with manufacturer's instructions. �: "Contractor shall provide a colored sample concrete panel of one foot by one foot by three inches dimension or other dimension approved by the engineer, meeting the aforementioned f specification. The sample upon approval by the Engineer, shall be their acceptable standard to u be applied for all wheelchair ramp construction. Surface coloring shall be subsidiary to the unit price bid for this pay item. � , �- The method of application shall be by screen, sifter sieve, or by other means in order to provide for a uniform color distribution." PAY ITEM — REMOVE EXISTING CONCRETE CURB AND GUTTER: SECTION '� Where shown on the plans or where designated by the Engineer, existing curb and/or gutter and `° existing curb shall be removed and disposed of in a manner satisfactory to the Engineer. � Measurement will be made by the linear foot for curb and gutter as shown on the proposal and � will be full compensation for the removal and disposition of the curb, curb & gutter, laydown curb removed, and for all labor, tools, and incidentals necessary to complete the job. � � r � � ��,r�,s �:��:; �� '��D SP-10 ��"'� ��U,`:�rlGr�IUSU ":-�:1�'b c � G u, ��i � G'� r�o �l��o � � PAY ITEM — 7" ATTACHED CONCRETE CURB C The Contractor may, at his option, construct either integral or superimposed curb. Standard �� Specification Item No. 502 shall apply except as herein modified: a) INTEGRAL CURB Integral curb shall be constructed along the edge of the same concret as the slab. The concrete for the curb shall be deposited not more than thirty (30) minutes after the concrete in the slab. � � b) SUPERIMPOSED CURB � .. Concrete shall have a minimum compressive strength of three thousand (3,000) pounds per square inch at twenty-eight (28) days. The quantity of mixing water shall not exceed seven (7) U.S. Gallons per sack (94 Ibs.) of Portland Cemtnt. The slump of the concrete shall not exceed three (3) inches. A minimum cement content of five (5) sacks of cement per cubic . yard of concrete as required. � PAY ITEM — REINFORCED CONCRETE PAVEMENT � All applicable provisions of Standard Specification Item No. 314, "Concrete Pavement", shall apply. The Contractor shall use a six (6) sack per cubic yard concrete mix for all hand placement .— in the intersections. The unit price bid per square yard shall be full payment for all labor, material equipment, and incidentals necessary to complete this work. PAY ITEM — HMAC TRANSITION PAVEMENT ,� This item will consist of the furnishing and placing at varying thicknesses of an HMAC surface in transition areas at existing streets and behind new concrete drives to avoid erosion where �` esixting drives are gravel, dirt or asphalt, as specified in thsee specifications, and at other locations as may be directed by the Engineer. This item shall be governed by all applicable provisions of Standard Specifications Item No. 312. The unit price bid per ton for HMAC Transition, as shown on the Proposal, will be full payment for materials including all labor, equipment, and incidentals necessary to complete the work. 1 � � � u SP-11 �;�`'��G�Ir�I� 6�:��VU�� '�l�`u' ��'�G?� ° �'� �� `�'�� o �' �. � �- PAY ITEM - SILICONE JOINT SEALING: �, � CITY OF FORT WORTH, TEXAS - TRANSPORTATION AND PUBLIC WORKS DEPARTMENT SPECIFICATION for SILICONE JOINT SEALING (Revision 1, October 18, 1989) (Revision 2, May 12,1994) SCOPE '� This specification for silicone joint sealing Portland Cement Concrete pavement and curbs shall supersede Item 314.2 (11) "Joint Sealing Materials" of STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH, and Item 2.2.10 "Joint Sealing" of STANDARD SPECIFICATIONS , FOR PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS. 2. DESCRIPTION This specification for silicone joi�t sealing shall apply to, but shall not be limited to, all Portland Cement Concrete street pavement and curbs. 3. MATERIAI.S 3.1 The silicone joint sealing shall meet Federal Specifications TT-S-001543A for Class A sealants except as modified by the test requirements for the Class 1, Class 11 and Class lli silicone joint sealants of this specification. Before the installation of the joint sealants, the Contractor shall furnish the Enginee� certification by an independent testing laboratory that the silicone joint sealants meet these requirements. 3.2 The manufacturer of the silicone joint sealant shall have a minimum two- year demonstrated, documented successful field performance with Portland Cement Concrete pavement silicone joint sealant systems. Verifiable documentation shall be submitted to the Engineer. Acetic acid cure sealants shall not be accepted. The silicone sealant shall be cold applied. 3.3 Self-Leveling Silicone Joint Sealant The joint sealant shall be Dow Coming 890-SL self-leveling silicone joint sealant for asphalt as manufactured by Dow Corning Corporation, Midland, MI 48686-0994, o� an approved equal. .. �, J��u�: �1�� 'C�CGG�D .- SP-12 �` �� G�C�� WA NO. 97-034 (�, ��J�'��o �C��a , �� , 1"�JI � Self-Levelin4 Silicone Joint Sealant for Asphalt Test Method Test Reauirement � AS SUPPLIED Non Volatile Content, % min. 96 to 99 MIL-S-8802 Extrusion Rate, grams/minute 275 t6 550 ASTM D 1475 Specific Gravity 1.260 to 1.340 � ... Skin-Over Time, minutes max. 60 ... Cure Time, days 14 to 21 ,�, ... Full Adhesion, days 14 to 21 AS CURED AFTER 21 DAYS AT 25C (77F) AND 50% RH ASTM D 412, Die C Mod. Elongation, % min.1400 ASTM D 3583 Modulus @ Elongation, psi max. 9 (Sec. 14 Mod.) ASTM C 719 Movement, 1 0 cycles @+ 100/-50% No Failure ASTM D 3583 Adhesion to Concrete, % Elongation (Sect. 14 Mod.) Min. 600 - 3.4 The joint filler stop shall be of a closed cell expanded polyethylene foam '4 backer rod and polyethylene bond breaker tape of sufficient size to provide a tight seal. The backer rod and breaker tape shall be installed in the saw-cut �. joint to prevent the joint sealant from flowing to the bottorn of the joint. The backer rod and breaker tape shall be compatible with the silicone joint sealant and no bond or reaction shall occur between them. Reference is made to the "Construction Detail" sheet for the various joint details with their respective dimensions. � 4. TIME OF APPL{CAT10N ; On newly constructed Portland Cement Concrete pavement, the joints shall be initially saw cut to the requi�ed depth with the prope� joint spacing as shown on the - "Construction Detail" sheet or as directed by the Engineer within 12 hours of the > � pavement placement. (Note that for the "dummy" joints, the initial 1/4 inch width "green" sawcut and the "reservoir" saw cut are identicai and should be part of the same saw � cutting operation. Immediately after the saw cutting pressure water washing shall be applied to flush the concrete slurry from the freshly saw cut joints.) The pavement shall I" be allowed to cure for a minimum of seven (7) days. Then the saw cuts fo� the sealant , reservoir shaA be made, the joint cleaned, and the joint sealant installed. During the °, application of the joint sealant, the weather shall not be incfement and the temperature � shall be 40F (4C) and rising. 5. EQUIPMENT 5.1 All necessary equipment shall be furnished by the Contractor. The Contractor shall keep his equipment in a satisfactory working conditio� and shall be SP-13 �':_"'�'f�<<�/n� G`��ilt�C� � '': �� i��' �"�(�'' � ° G�1� � C.�u WA NO. 97-034 ��'�o �y�'V�ur.'�71PJQ U�o ...._ � � r- � inspected by the Engineer prior to the begin�ing of the work. The minimum �' requirements for construction equipment shall be as follows. r 5.2 Concrete Saw: The sawing equipment shall be adequate in size and power to complete the joint sawing to the required dimensions. i�, r" � .� 5.3 High Pressure Water Pump: The high pressure cold water pumping system shall be capable of delivering a sufficient pressure and volume of water to thoroughly flush the concrete slurry from the saw-cut joint. 5.4 Air Compressors: The delivered compressed air shall have a pressure in excess of 90 psi and 120 cfm. There shall be suitable t�aps fo� the removal of all free water and oil from the compressed ai�. The blow-tube shall fir into the saw-cut joint. 5.5 Extrusion Pump: The output shall be capable of supplying a sufficient volume of sealant to the joint. ,, 5.6 Injection tool: This mechanical device shall apply the sealant uniformly into the 1 joint. �. 5.7 Sandblaster: The design shall be for commercial use with air compressors as specified in Paragraph 5.4. 5.8 Backer Rod Roller and Tooling Instrument: These devices shall be clean and free of contamination. The devices shall be compatible with the joint depth and width requirements. 6. CONSTRUCTION METHODS " 6.1 General: The joint reservoir saw cutting, cleaning, bond breaker installation, and �, joint sealant placement shall be perFormed in a continuous sequence of a operations. 6.2 Sawing Joints: The joints shall be saw-cut to the width and depth as shown on � the "Construction Detail" sheet: The faces of the joints shall be unifo�m in width � and depth along the full length of the joint. ' 6.3 Cleaning Joints: Immediately after sawing, the resulting concrete slurry shall be completely removed from the joint and adjacent area by flushing with high pressure water. The wate� flushing shall be done in one direction to prevent joint contamination. When the Contractor elects to saw the joint by the dry method, flushing the joint � with high pressure water may be deleted. The dust resulting from the sawing shall be removed from the joint by using compressed air. (Paragraph Rev. 1, October 1 8, 1 989) . � � � - ,� � JP'�4 _ , ��i�\:I�i� U�_�LiI.I�JIi�_�U) �`: �� 1� C�LS��i �ilS WIV � Y/ � I�Uo IU,`I�IC_IUUIIp UL7lNo WA NO. 97-034 � �.. �.., � Afte� complete drying, the joints shall be sandblasted. The nozzle shall be attached to a mechanical aiming device so that the sand blast will be directed at an angle of 45 degrees and at a distance of one to two inches from the face of the joint. Both joint faces shall be sandblasted in separate, one directional passes. Upon the term�nation of the sandblasting, the joints shall be blown-out using compressed air. The blow tube shall fit into the joints. � The blown joint shall be checked for residual dust or other contamination. If any ��• dust or contamination is found, the sandblasting and blowing shall be repeated until the joint is cleaned. Solvents will nvt be permitted to �emove stains and '` contamination. Immediately upon cleaning, the bond breaker and sealant shall be placed in the joint. Open, cleaned joints shall not be left unsealed ovemight. �ti. Bond Breaker Rod and Tape: The bond breake� rod and tape shall be installed in the cleaned joint prior to the application of the joint sealant in a manner that will produce the required dimensions. ., 6.4 Joint Sealant: Upon placement of the bond breaker �od and tape, the joint ` sealant shall be applied using the mechanical injection tool. The joint sealant application shall not be permitted when the air and pavement temperature is less than 40F (4C). Joints shall not be seafed unless they are clean and dry. � Unsatisfactorily sealed joints shall be refilled. Excess sealant left on the pavement surface shal! be removed and discarded and shall not be used to seal � the joints. The pavement surface shal! present a clean final condition. �. Traffic shall not be allowed on the fresh sealant until it becomes tack-free. Approval of Joints: A representative of the sealant manufacturer shall be present at the job site at the beginning of the final cleaning and sealing of the joints. He shall demonstrate to the Contractor and the Engineer the acceptable method for sealant installation. The manufacturer's representative shall approve the clean, dry joints before sealing operation commences. 7. WARRANTY The Contractor shall provide the Engineer a manufacturer's written guarantee on all joint sealing materials. The manufacturer shall agree to provide any repfacement material free of charge to the City. Also, the Contractor shaN provide to the Engineer a written warranty on all sealed joints. The Contractor shall agree to replace any failed joints at no cost to the City. Both warranties shall be for one year after final acceptance of the completed work by the Engineer. . � WA NO. 97-034 SP-15 �:, � !�'l~U�d'��G�� 'L��'�!l,'a . �� ti b ��': � � ° G�'� �o '� �'f'i�� 1��. � � 8. BASIS OF PAYMENT Payment will be made at the contract bid item unit price per linear foot (L.F.) as provided in "MEASUREMENT" for "SILICONE JOINT SEALING", which price of shall be full compensation for furnishing all materials and for all preparation, delivery, and application of those sealing materials and for all labor, equipment, tools, and incidentals necessary to complete the silicone joint in conformity with the plans and these specifications. � � � � � d PAY ITEM — REINFORCED CONCRETE TRANSITION PAVEMENT This item shall consist of furnishing a Portland Cement Concrete Driveway Transition between the end of the Reinforced Concrete Driveway Pavement shown on the plans, and the beginning of the privately owned concrete driveway on private property. The thickness of this driveway transition shall be 6 inches, regardless of the thickness of the existing concrete driveway on private property. All applicable provisions of Standard Specifications Item 504 "Concrete Sidewalks and Driveways" shall apply. Size and spacing of reinforcing steel shall be the same as for Reinforced Concrete Driveway Pavement. TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL a. DESCRIPTION This item shall consist of temporary soil erosion, sediment, and water pollution control measures deemed necessary by the engineer for the duration of the contract. These control measures SP-16 �u'It'�'!J�G�� Go��v�i1�Lr' �r ��: C��'�' �� G1�`� �� I�o ��:��'�'�} ��szo _.._._..�._... . � � shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to «.r control conditions created by his constructifln operations. The t�mporary measure shall include dikes, darns, berms, sediment basins, fiber mats, jute netting, temQorary seeding, straw mulch, i asphalt mulch, plastic liners, rubble liners, baied hay retards, diked, slope drains and other �; devices. b. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surface area of erod�ble-ea�th material exposed by excavation, bo�row and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or othe� areas of water impoundment. Such work may involve the constnaction of tempofary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats seeding or other erosion. Temporary pollution-control measures shaN be used to prevent or correct erosion that may develop during construction prior to instaliation of permaneni pollution-control featu�es, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing the right of way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTORS capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shaH be performed as directed by the Engineer. The Cvntractor shall also contorm to the following practices and controls. All labor, tools, equipment and incidental to complete the work will not be paid for directly but shall be considered as subsidiary work to the various items included in the contract. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. When work areas or material sources are located in or adjacent to livs streams, such areas sha11 be separated from the stream by a dike or other bamers to keep sediment from entering a flowing stream. Care shaH be taken durir�g the construction and removal of such barriers to mi�imize the muddying of a stream. All waterways sha11 b� cleared as soon practicable of falsework, piling, debris or other obstructions placed during construction operations ihat are not part of the finished w�rk. The CONTRACTOR shall take sufFicient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oi1s, bituments, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interterence with movement of migratory fish. SP-17 �`J)b'��C�WI� G;.��J�:� '� ��f C'L��u UuIS I�'UGc II WA NO. 97-034 �'� �;;?�i�� ,��;�o Y � �- � � � � � � � � � �� c. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shali be considered subsidiary to the contract and no extra pay will be given fo� this work. 37. NOT{CE TO PROCE�D f WORK ORDER 1 Once the Notice to Proceed is issued, the Cont�actor is reminded of the liquidated damages provisions of this c4�t�act fo� delays in completing both Unit l 8� Unit II in the number of wo�king days specified in the proposal. � � rr-� ��d G' r��f� . !i =�Vr il�' �l�v y SP-18 y � , � -��' C� ��"��I�aG� � � �� J i, u c�,; ` ��p -1,�`,tiy '�;L� `�C�•yt�`11 i'��J'�F IJ L�JSo WA NO. 9�-034 . � ►� a- ! i.., � � � � z-� , PROJ�CT �ES1GN,�TlON S1G1� � : v .__� _`�� 1 1/'2' • ' T � � , • � `� �%` � � , � � o .�`o� - � �� f ` �� 1 3 �. . . J .. ♦ � � . . � ' � s, �, �. ,` r � - � � � • i i_ . �Q�j � �� -�'' , �� . � ,n� ,.2; 1 i .. . . ,�Con�rac�o • .. � „Z•, � 1 .� - .._ . r, . . .__ - . o��'ac�ors � ��°� � �m� � z,{ - 2! j" . � � IIl:`� � � f .Sc�eduled ►� � � i . Cor�pleiion Da�o 1 - ��'ecrr � J` ' � � • • • � ( . . 4 • • 1 V2• � . � 0 � . � ,�' � O. �tactX 1�:/ITt i ��' L.ICr,C.• L.E 77't?: X:. �177 Q� T OJIT Y.?R T3i �aC^C�t1.3{ x� � L`"�i—�'� �% �iOJ£C7 Ti'it.� �CC�;77.,t;;7 l�'iri R� � c� a c�TL JX t!�1YE17c�., . . II llli'�:, j�� /0: � � ![�� :�:II f'�. `f �5 \✓��L. �PLL] U"_��...�\_'/I��_�/ � rG� ��'r�1��'�G�^� . �r�'i� fl�j��j ��'C�r;�j•-.� ?(,�'}' � U �,. "r_i�',U.n� C`�._, � � � 1,. - . � , , �a. � , � i r 2 yI- � • i ! s- � � � � � ' � h SECTION D UNITS I AND II � WATER IMPROVEMENTS, PAVING IMPROVEMENTS ._ . � (Water Department & Transportation/Public Works) CERTIFICATE OF INSURANCE BONDS WORKMAN'S COMPENSATION ' CONTRACTS l�J � �� ' � � ; .:,,:N� �'.� G?��JQ� � �, ..I':.�� I;�ah� ° e tl �� (�,�,`��{I'nQI �i �� o��`�� `'`�: u u Y 9 • ' ��,�. � � � � I� R"'1 � CERTIFICATE OF INSURANCE Date: TO: CITY OF FORT WORTH , NAME OF PROJECT: PROJECT NUMBER: [S 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 1NSURANCE Policy Effective Expires Limits of Liability � Worker's Compensation Comprehensive General Liability Insurance (Public Li abi I ity) Blasting Collapse of Building or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Comprehensive Automobile Liability � � �" L t � Bodrly 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: $ Contractual Liability 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 ]ess 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 attaehed. Aeencv Fort Worth Atent B�i Address Title � � _-. I. �_�`�,;.:;��?� �'�C�OQ� � v:�� u �L �N�� G��Q� ,,.. U`�� l`�;!;� ``;,'�I�y �ISW � �,_� . 1 � � � L'!� � 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- 06053017550,C115-020115095901 MCCI, N CONSTRUCTION CO �1NY, TTC. ONT CTO By: DR�! NkELEl�t30�> Pf�E�iDE�1T Title � � � � � � 1 ' LJ � 02 - /�_ �.00r� Date STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared/t�Ld�K. /!�c �.��Z� known to me be the person whose name is subscri ed t9 the oregoi g� st�ment, and acknowledged to me that he executed the same as the act and deed of �Ox b��1t,G for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN LTNDER MY HAND AND SEAL OF OFFICE this % 7� day of ��-�. � �2t�� . r��-- Nota Publi in a�for lY the State of Texas �� ;:��u��'�Q ' °1� �o ' � �`:'�o �l�{. w � � BOND N0. 89800887 PERFORMANCE BOND _ THE STATE OF TEXAS � r� � � COUNTY OFTARRANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) MCCLENDON CONSTRUCTION COMPANY, INC. a (2) CORPORATION of TEXAS, hereinafter call Principal, and (3) VIGILANT INSURANCE COMPANY &* a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firnily bound unto the City of Fort Worth, a municipal corporation orgaiuzed and existing under the laws of the State of Texas, hereinafter called Owner, in t�e penal sum of: ONE HIJNDRED EIGHTY SEVEN THOUSAND FIVE HUNDRED SEVENTY AND 85/100 ......................, �" ($187,570.85) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant Couniy, Texas, for , tlie payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, adnunistrators and successors, jointly and severally, firmly by these presents. * FEDERAL INSURANCE COMPANY � � r'" THE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the of a copy of which is hereto attached and made a part hereof, for the construction of: �� RECONSTRUCTION OF BRYCE STREET (CLOVER LANE TO TREMONT AVENUE) WITH NEW CONCRETE PAVEMENT INCLUDING WATER LINE IMPROVEMENTS (CONTRACT 10) designated as Project No. (s) PW53-06053017550, C115-020115095901, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". � NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with '� the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages � which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Ov�mer may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. � � � I� � ��8��:� ��G°� I�:oll �r C'�i^Uu'uWNY�U F 1 �n �Gl:•" ��`:� i�i��J p 615W. �, � �' � � LI � � MCCLE N CONSTRUCTION COMPANY, INC. (Principal) Secretary PRIN PAL (4 BY: ., /` Title: ��kN P�iCC,i�i��`iQ�, ��iT (SEAL) PO BOX 996 BiJRLESON, TX 76097 r* (Address) � VIGILANT INSURANCE COMPANY Wimes s to Principal F ERAL SuretylNSURANCE COMPANY ' ATTEST: �, � (SEAL) � P.O. Bi7X 8�d G rn�� Address �,i'�'�[.E�, � ��p� BY: i�/i7�1_ ( . / 1(,(.L�I,CGL.�� Tamara E. Murray(Attorney-in-fact) (5� (Surety) Secretary 15 Mountain View Road Warren, NJ 07061 (Address) NOTE: Date of Bond must not be prior to date of Contract ... W' iess as to Sure ` P.O. Box 8700, Fort Worth, TX 76124 '�,.. (Address) � � F2 PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the tenns of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WIT'NESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the � O 8 ZOoo ATTEST: (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 Pariners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. - � U��B�Vi�� Q� C �� N'6H.� � � � �o : ��''�r'i��o ��. IlVIPORTANT NOTICE 0 To obta.in information or make a complaint: You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance at: P.O. Box 149104 Austin, Texas 78714-9104 ' Fax # (512) 475-1771 r_ PREMIUM OR CLAIM DISPUTES Should you have a dispute concerning your premium or about a claim, you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND This notice is for information only and does not become a part or condition of the attached document. � ....__ .__ � ' ��I��J�� d�l� �� r� Gl� ° �� o N��, ��. � � PAYMENT BOND BOND N0. 89800887 A THE STATE OF TEXAS � COUNTY OF TARI2ANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) MCCLENDON CONSTRUCTION � COMPANY, INC. a (2) Corporation of Texas, hereinafter call Principal, and (3)VIGILANT INS . CO .& FEDERAL INS . CO . , a corporation organized and existing under the laws of the State and fully � authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called � Owner, and unto all person, firn�s, and corporations who may furnish materials, for or perform labor upon the .- , building or improvements hereinafter refened to in the penal sum of : �' ONE HUNDRED EIGHTY SEVEN THOUSAND FIVE HUNDRED SEVENTY AND 85/100 ..................... ($187,570.85) 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. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the �y,Qf��Q.D. , 1999 a copy of which is hereto attached and made a part thereof, for the construction of:: � �� RECONSTRUCTION OF BRYCE STREET (CLOVER LANE TO TREMONT AVENUEI. WITH NEW CONCRETE PAVEMENT INCLUDING WATER LINE IMPROVEMENTS /CONTRACT 101 � Project No. (s) PW53-06053017550, C115-020115095901 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 constniction being hereinafter referred to as the "work". � � NOW THEREI'OIZE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Artici�5��G4�tevised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. � �Chapter 2253 � ' ' 0 �� F10 �. r ��i�� i'.�-�G�:�� ''f� �� N�6�'ti� ��{� ��1 Y Vo UY��'�IIU9 ��o � � � � � � � � THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said l�rticle-5�60; * and all such claimants shall have a direct right of action under the bond as provided in Arti��of the Revised Civil Statutes. *Chapter 2253 PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, tl�at 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 does hereby waive norice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FURTHER, 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 insmunent is executed in 8 counterparts each one of which shall be deemed an original, this the a of A.D., _ �� 0 8 2000 ATTEST: (Principal) Secretary � i�a�� Wimess to Principal P.o. �oi v� �i±� . �-x 7�eo�o' Address � ATTEST: � � (SEAL) � �" �..� MCCL DON CONSTRUCTION COMPNAY.. INC. PRINC /� BY: �" �v —��/ � D+� �4cCL��t�Q�, F�R�3IQ�NT Title: PO BOX 996 BURLESON. TX 76097 (SEAL) (Address) VIGILANT INSURANCE COMPANY F ERAL INSURANCE COMPANY BY: [ ety , � (Attorney-in-fact) (� Tamara E. Murray (Address) (Surety) Secretary 15 Mountain View Road Warren, NJ 07061 (Address) NOTE: Date of Bond must not be prior to date of contract (1) �2) (3) (4) (5) � 9(� .� �it s§ as to 5urety � � (Address) �!'�' �• , Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be Correct name of Surety If contractor is Partnership all Pariners should execute Bond A tnie copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. ''':if�l4•�G�S U'.,��VN:Li ';. ��`v' �C�.'�G°�� ' G��l �o I1UVl':�UYUp �. I�r � MAINTENANCE BOND BOND N0. 89800887 n THE STATE OF TEXAS § _ COUNTY OFTARRANT § L KNOW ALL MEN BY THESE PRESENTS: That (1) MCCLENDON CONSTRUCTION COMPANY, � INC.as Principal, acting herein by and through (2) Dan McClendon its duly authorized President and (3) VIGILANT INSURANCE COMPANY &* a corporation organized under the laws of the State of NY & INas surety, do hereby acknowledge themselves to be held and bound to pay unto the � City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, ui Tarrant County, Texas the sum of ONE HUNDRED EIGHTY SEVEN THOUSAND FIVE HiJNDRED SEVENTY AND 85/100 ...................... Cw ($187,570.85) in lawfizl money of the United States, for the payment of which sum well and huly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, r� administrators, assigns and successors, jointly and severally. * FEDERAL INSURANCE COMPANY This obligation is conditioned, however; that, � WHEREAS, the Principal has entered into a certain contract with the City of Fort WF�FB O$��OO performance of the following described public work and the construction of the following described public r' improvements: RECONSTRUCTION OF BRYCE STREET (CLOVER LANE TO TREMONT AVENUE) WITH NEW � CONCRETE PAVEMENT INCLUDING WATER LINE IMPROVEMENTS (CONTRACT 10) of same being refened to herein and in said contract as the Work and being designated as project PW53- 06053017550, C115-020115095901and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes 1,.,; avd made a part hereof, the same as if set out verbatun 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 of � One (11 Year; and, � WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be ' necessary;and, 4. WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. . � �� ;�� UG�.� G?�� @ ►� �`�'�� "G�� G��G� � U�. IYt'l�l�:'uWp u i- o � � � L.. � � � � � NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance �vith all the terms and conditions of said Contract, these presents shall be null aud void, and have no force or effect. Othenvise 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 Conh�act. This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exkiausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tan�ant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be deemed an original, dated FFR • Q� 2000 ATTEST: (Principal) Secretary MCCLENDON CONSTRUCTIO COlV� �NY, � C BY: T'itle: �RIV P�C�E�t}OP�, PR�lSiQENT � �l" iDLt.c/L/ Wiriie s as to Principal P� ^.�� g� �"' �l.l�tLE�i, 1X 7'�(a9� � (Address) ATTEST: � (Surety) Secretary (S�AL) �" ` ? � �. � VV ness as to Surety "`` P.O. Box 8700, Fort Worth, TX 76124 � 0 PO BOX 996 BURLESON, TX 76097 (Address) VIGILANT INSURANCE COMPANY FEDERAL.INSUR.ANCE COMPANY Surety BY: (�,/Y1'1CP,1�.- �l . %�i�(.(,�t�c Tamara E. Murray�Attorney-in-fact) (5) � 15 Mountain View Road. Warren. NJ 07061 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. ��`r�� ,�.i; ��C��D ,�= r� c�� Gl ° °�� I'6 z. � e u� .; o , ti: r�, (�V/ V �o W't%U��o �LSW. � �, Chubb P O ER C Surety ATTORNEY Federal Insurance Company Attn.: Su�ety Department Vigilant Insurance Company 15 Mountain View Road Pacific Indemnity Company Warren, NJ 07059 � Know All by These Presertts, That FEDERAL INSURANCE COMPANY, an Irxiiana corporation, VIGILANT INSURANCE COMPANY, a New York corporatlon, and PACIFiC INDEMNtTY COMPANIf, a Wisconsin corporation, do each hereby constitute and appoirn Kyle W. Swe eney , � Charles D. Sweeney, Bobby E. Mayo and Tamara E. Murray of Fort Worth, Texas--------- each as their true and lawful Attomey-in-Fact to execute under such designation in their names and to affa their corporate seals to and deliver for and on their behaif as surety thereon or othervvise, bonds and undertalongs and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending or aRering the same, and consents to the modification or afteration of any � instrument referred to in said bonds or obligations. � � � � � � � In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURNJCE COMPANIf, and PACIFIC INDEMNtTY COMPANY have each executed and attested these presents and affaed their corporate seais on this 15 th day of Novem r, 1999 . // /� .��f� / / nneth C. Wendel, Assistant Secretary ( � Fra E. Robe son, Yce Presic�fnt STATE OF NEW JERSEY 1 � j �. County d Somerset On this 15 thday ot Novemb e r, 19 9 9 ,�ro�e �, a Notary Public ot New Jersey, personaly came Kenneth C. Wendel, �o me �,owr, ►o � Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which execuled the foregoing Power of Attomey, and the said Kenneth C. Wendel being by me duly swom, did depose and say that he is Assistant Secretary o/ FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and imows the corporate seals thereot, that the seals affuced to the foregoinp Power of Attomey are such corporate seals and were thereto aflaed by authority ot the By-Laws of said Companies; and that he signed said Power of Attomey as Assistant Secretary of said Companies by like authorify; and that he is acquainted with Frank E. Robertson, and Imows him to be Yce Preside�t of said Companies; and that fhe signature of Frank E. RobeAson, subscribed to said Power ot Attomey is in the genuine handvvriting of Frank E. Robe�tson, and was thereto subsc�bed by authority o/ said By-Laws and in deponent's presence. Notarial Seal �`��. �`�r 0'1'�R�' i l JpANNE K. FIUSSAK x. puptic. St'.,ii+ -� New JeneY ��Z�^� LIC � � �� No 'L2i�n'U8 Nota Public CortK^M°ton ExP�'-Juns ��?, Z�_3,� ry r�'w� ' _ • CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANC COMPANY, and PACIFIC INDEMNITY COMPANY: 'AII powers of attomey for and on behatf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, jointiy with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attomey or to any certificate relating thereto appointing Assistant Secretaries or Attomeys-in-Fact for purposes onty of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attomey or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shail be valid and binding upon the Company with respect to any bond or undertaking to which it is attached " I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGIIANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the `Companies') do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, (ii) the Companies are duy licensed and autt�¢ed to trar�sact surety business in all 50 of the United States of America and the Di� of Cdumbia and are auU�aized by the U. S. Tr�sury Departrnent; further, Federal and Vgilant are licensed in Puerto Rico and the U. S. Vrgin Istands, and Federal is licensed in American Samoa, Guam, and �ch of the Provirxes of Canada except Prince EdHrarci Island; and (iii) the foregoing Power of Attomey is true, coRect and in full force and effect. Given under my hand and seals of said Companies at Warren, NJ this day of . ��yV�NCF �'lD�Nm �a ,��rR��F� y c+a ,��+�e�roe,�G� �� qS �L `� � 4 i�'l W � � { .� � 2 * —* * �+ i2 v- Y �� $ 7 r �OIAN�' � �SCONS��' i'ti'EW YOR�"* � �.., �� Kenneth C. Wendel, Assistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY � Telephone (908) 903-3485 Fax (908) 903-3656 e-mail: surety�chubb.com � � 15�10-0225 (Ed. 498) CONSENT { I' �,I��(� �n�'j� �Ni��U II�L'll� � VC`IS�:V� �v �1�U' C��'u G� ` °�� r�� r�;,r��rM srr� , �" CITY OF FORT WORTH, TEXAS CONTRACT � THE STATE OF TEXAS KNOW ALL MEN BY THESE PRESENTS -� COUNTY OF TARRANT � This agreement made and entered into this the _day�o�R__ �_R �(��., 19_, by and �• between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, organized and existing under and by virtue of a special charter adopted by the qualified voters � within said City on the 11"' day of December, A.D. 1924, under the authority (vested in said voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort � Worth being hereinafter termed Owner, MCCLENDON CONSTRUCTION COMPANY, INC , HEREINAFTER CALLED Contractor. WITNESSETH: That said parties have agreed as follows: � 1. � That for and in consideration of the payments and agreements hereinafter mentioned to be made and perfornled by the Owner, and under the conditions expressed in the bond bearing even date herewith, the said Contractor hereby agrees with the said Owner to commence and �,'q complete the construction of certain improvements described as follows: RECONSTRUCTION OF BRYCE STREET (CLOVER LANE TO TREMONT AVENUE) WITH NEW CONCRETE PAVEMENT INCLUDING WATER LINE IMPROVEMENTS � (CONTRACT 10) � That the work herein contemplated shall consist of furnishing as an independent �' contractor all labor, tools, appliances and materials necessary for the construction and �..� completion of said project in accordance with the Plans and Specifications and Contract Documents prepared by the Department of Engineering for the Transportation and Public Works �' Department of the City of Fort Worth adopted by the City Council of the City of Fort Worth, , which Plans and Specifications and Contract Documents are hereto attached and made a part of this contract the same as if written herein. K� 1 � ,.�_,.. U��'� �1-�,� G?� o' °'a � ��lf c�� 15 e c d U ;�o U'��!F':��ullp �L�W. ' w � The Contractor hereby agrees and binds himself to commence the construction of said work within ten (10) days after being notified in writing to do so by the Department of Engineering of the City of Fort Worth. � 4. �The Contractor hereby agrees to prosecute said work with reasonable diligence after the commenceinent thereof and to fully complete and finish the same ready for the inspection and � approval of the Department of Engineering of the City of Fort Worth and the City Council of the � City of Fort Worth within a period of SIXTY working days. If the Contractor should fail to complete the work as set forth in the Plans and Specifications and Contract Documents within the time so stipulated, plus any additional time allowed as provided in the General Conditions, there shall be deducted from any monies due or which may thereafter become due him, the sum of $TWO AUNDRED AND TEN DOLLARS ($210.00) Per working day, not as a penalty but as liquidated damages, the Contractor and his Surety shall be liable to the Owner for such deficiency. � � Should the Contractor fail to begin the work herein provided for within the time herein � fixed or to carry on and complete the same according to the true meaning of the intent and terms of said Plans, Specifications and Contract Documents, then the Owner shall have the right to either demand the surety to take over the work and complete same in accordance with the � Contract Documents or to take charge of and complete the work in such a manner as it may deem proper, and if in the completion thereof, the cost to the said City shall exceed the contract price �or prices set forth in the said plans and speci�cations made a part hereof, the Contractor and/or � its Surety shall pay said City on demand in writing, setting forth and specifying an itemized statement of the total cost thereof, said excess cost. �; � 0 Contractor covenants and agrees to indemnify City's engineer and architect, and their personnel �at the project site for Contractor's sole negligence. In addition, Contractor covenants and agrees + to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and einployees, 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 of�cers, agents, employees, subcontractors, licensees or invitees, w/zether or not anv such iniurv, dama�e or death is caused. in whole or in � part, by the ne�li�ence or alle,ged ne�li�ence o�' Owner, its of�cers, servants, or enzplovees. 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 r"' damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury or damaQe is caused in whole or i�z part bv the ne�ligence or alleged ne�li�ence of Owner, its officers, servants or emplovees.. � In the event Owner receives a written claim for damages against the Contractor or its , subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release m rl-.P ____------ � �;�'UU';��ix:�s ��_�15�� a�L� _1��i`u' ��;�sG'�� f tl,: '`T�!�!;�i� ,�� in ` l� L5L"�o ' � 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 for damages is outstanding as a result of � work perfornled under a City Contract. 7. — The Contractor agrees, on the execution of this Contract, and before beginning work, to make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the '�"9 faithful performance of the terms and stipulations of the Contract and for the payment to all �r claimants for labor and/or materials furnished in the prosecution of the wark, such bonds being as provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in � the forni included in the Contract Documents, and such bonds shall be for 100 percent of the total contract price, and said surety shall be a surety company duly and legally authorized to do business in the State of Texas, and acceptable to the City Council of the City of Fort Worth. �' 8. = Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all � of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on the Proposal submitted by the successful bidder hereto attached and made a part hereo£ Payment � will be made in monthly installments upon actual work completed by contractor and accepted by the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount (including/excluding) alternates N/A, shall be ONE HUNDRED EIGHTY SEVEN �, THOUSAND FIVE HUNDRED SEVENTY AND 85/100 Dollars, ($ 187,570.85 1. ' � It is further agreed that the performance of this Contract, either in whole or in part, shall not be sublet or assigned to anyone else by said Contractor without the written consent of the Director of the Department of Engineering. f�la � The Contractor agrees to pay at least the minimum wage per hour for all labor as the same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is attached hereto and made a part hereof the same as if it were copied verbatim herein. � 11. �'1 It is mutually agreed and understood that this agreement is made and entered into by the parties hereto with references to the existing Charter and Ordinances of the City of Fart Worth and the laws of the State of Texas with references to and governing all matters affecting this Contract, and the Contractor agrees to fully comply with all the provisions of the same. IN WITNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8 counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with ' the corporate seal of the City of Fort Worth attached. The Contractor has executed this � � �U'�L 0�°:L� G,:��U�t� �O�' �"�'�� ' °� �. ��:'��4 �[��- ' � � instrument through its duly authorized officers in corporate seal attached. Done in Fort Worth, Texas, this the RECOMMENDED: � counterparts with its FEB 0 8 2000 19 day of , A.D., CITY OF FORT ORTH BY: , � � � CITY MANAGER �4 -�..�� J DIRECTOR, DEPARTMENT OF ENGINEERING ��6 �'! � L�J EI, APPROVEI,�: �d ,/`� �� j �_,,,.�� :� ,;;,� � �� ,�� G�a==- ,� s�— � � ' TRANSPOR'T�'�"T�1�I�iJBLIC WORKS DIRECTOR �-/�� Contract Authorization � —� -� ��? nate ATTEST: �� M�ccEHaoN co�ar. co. �uc. CONTRACTOR �,� �� -��' �LC� CITY SECRET (SEAL) BY: � DAN McC�ERt�ON. PRE'IDl�lT' TITLE P.O. �1K � � �1.��f+l, T�( 7+9O6�7 ADDRESS �" 1 � November 1960 Revised May 1986 Revised September 1992 ' J � � �� ' �� - � � -DC'7 APPROVED AS TO FORM AND LEGALITY: CITY AT ORNEY U��UC��I� G'�CUUS� �0� ��r��° °� �a VV�JI�C��Uq �ISL�10 L; L+�J � � � � � u SECTION E UNITS I AND II [�' �) L� (� � l�J � C C C� � � WATER IMPROVEMENTS, PAVtNG IMPROVEMENTS (Water Department & Transportation/Public Works) TEST HOLE REPORT 0 a��' � � � D PROJECT: 1998 BRYCE DOE NO.: 1952 QFUND CODE: 03 CITY OF FORT WORTH CONSTRUCTION SERVICES . LABORATORY RESULTS FOR TEST HOLE AND PI,ASTiCITY INDEX CAPITAL IMPOROVEMENT PROGRAM AVENUE (CLAVER LN. TO TRFMONT) � C. . � . . � .�"G��C��CZCSC=�CCCCaCSTi^"'r""i'. .. . �. �. ��. �. �. �,�CLC��CC�OtO�-��C'3CCQsi �' �HOI,E � 1 LA8 NO. : 32106 � � LOCATION: 91�2 BRYCE AVE. N/4 I ----------------------------------------------------------------------------i �1.25" HMAC � I 5.00" BROTra1 CLAY W/CRUSHED STONE I 12.00"' LIGHT BROWN CLAY 1 � -------_-----------------------------------------------------___------______--_ 1 ATTERBURG LIMITS: LL: 33.1 PL: 20.2 PI: 12.9 SHRKG: 7.0$ � MUNSEL CO%OR CHART: 7/3 VERY PALE BROT�dd CI,AY ( �UNiT WEIGHT: 129.0 LBS PER CUBIC F�OT . .. . _ ... ____------ -- ' .. .. . .-=- ------------- - i riOLE # 2 I,AB � NO. : 3210? � i � I,(iC'.ATiON: 35' WEST OF HILI,CREST ST_ �----------------------------------- � ------------------------------ --- —1 0. 75" iiMAc � � 1 p13.00"' BR�nH�i SANDY CLAY W/CRUSHED STONE (NO SAMPLE_DUE TO CRUS�iED STONE) � ,�..��-- -- --- 1 � APPROVAL: l � D ��Rz QDATE TESTED: 04-14-98 DATE REPORTED: 04-21-98 TESTED BY: CARDWELL,DESAI a � C�! ROUTING JAMES ANDERSON NAJIB FARES FILE � City of Fo�t Worth, Texas �I�A�or A1td C,aunc�l Ca�n�nun�cA�ian DATE REFERENCE NUMBER LOG NAME 2/8/00 **C-17844 30BRYCE PAG E 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION COMPANY, INC. FOR RECONSTRUCTION OF BRYCE STREET (CLOVER LANE TO TREMONT AVENUE) WITH NEW CONCRETE PAVEMENT INCLUDING WATER LINE IMPROVEMENTS (CONTRACT 10) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $41,575.50 from the Water & Sewer Operating Fund to the Water Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $41,575.50 from available funds; and 3. Authorize the City Manager to execute a contract with McClendon Construction Company, Inc. in the amount of $187,570.85 for reconstruction of Bryce Street (Clover Lane to Tremont Avenue) with new concrete pavement including water line improvements. DISCUSSION: The 1998 Capital Improvement Program included funds for the improvement of Bryce Street from Clover Lane to Tremont Avenue. The street improvements will include 6-inch lime stabilized subgrade with a standard 6-inch concrete pavement, curb and gutter, driveway approaches, and sidewalks. The Water Department has determined that water lines will be replaced prior to street reconstruction. This project was advertised for bid October 28 and November 4, 1999. The following bids were received November 18, 1999: BIDDERS McClendon Construction Companv. Inc Stabile & Winn, Inc. J.L. Bertram Construction Ed A. Wilson, Inc. Richard Carr Construction Branch & Sons Contractors AMOUNT $187,570.85 $187, 654.44 $218, 753.84 $234,175.75 $236,805.15 $312, 701.30 TIME OF COMPLETION 60 Working Days McClendon Construction Company, Inc. is in compliance with the City's M/WBE commifting to 8% M/WBE participation and documenting good faith effort. McClendo Company, Inc. identified several subcontracting and supplier opportunities. However, contracted in the identified areas did not respond or did not submit the lowest bid. The this project is 21 %. Ordinance by n Construction the M/WBE's City's goal on This project is located in COUNCIL DISTRICT 2, Mapsco 75G. City of Fort Worth, Texas �1►�A�a� And �au�nc�il L,an�tn�un�c�t�i�n . DATE REFERENCE NUMBEF2 LOG NAME PAGE 2/8/00 **C-17844 30BRYCE 2 of 2 suB�ECT ` APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION COMPANY, INC. FOR RECONSTRUCTION OF BRYCE STREET (CLOVER LANE TO TREMONT AVENUE) WITH NEW CONCRETE PAVEMENT INCLUDING WATER LINE IMPROVEMENTS (CONTRACT 10) In addition to the contract cost, $2,768.00 is required for inspection/survey and $1,900.00 is provided for project contingencies for the water line improvements. The contingency for possible change orders for street improvemen�s is $7,533.00. FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion 'of recommendation 1, and the adoption of th� attached appropriation ordinance, funds„will be available in the current capital budgets, as appropriated, of the Water Capital Project Fund and the Street Improvements Fund. MG:j Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Dougl�s Rademaker Additional Information Contact; A. Douglas Rademaker 6140 6157 6157 � FUND � ACCOUNT � CENTER � AMOUNT � (t�) . � 1&2) PW53 472045 060530175500 $ 41,575.50 I2) PW53 541200 060530175500 $ 38,807.50 2) PW53 531350 030530175500 $ 2,768.00 � I (from) 3) C115� 541200 0201150.40567 $150,663.35 3) PW53 541200 060530175500 $ 36,907.50 1) PE45 538070 0609020 $ 41;575.50 � . . CITY SECRETARY �bYED CITY COUNCtI. FE8 � 't00Q �y„�, �ea�+.J �r� Cit�► ot Fo�W � � � Adopte� Qrdinance Na.1�J � • --` � Ci�y of Fort Worth, Texas Mayor and Council Coxn�unication DATE 2/s/oo REFERENCE NUMBER LOG NAME **C-17844 30BRYCE PAGE 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION COMPANY, INC. FOR RECONSTRUCTION OF BRYCE� STREET (CLOVER LANE TO TREMONT AVENUE) WITH NEW CONCRETE PAVEMENT INCLUDING WATER LINE IMPROVEMENTS (CONTRACT 10) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $41,575.50 from the Water & Sewer Operating Fund to the Water Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $41,575.50 from available funds; and 3. Authorize the City Manager to execute a contract with McClendon Construction Company, Inc. in the amount of $187,570.85 for reconstruction of Bryce Street (Clover Lane to Tremont Avenue) with new concrete pavement including water line improvements. DISCUSSION: The 1998 Capital Improvement Program included funds for the improvement of Bryce Street from Clover Lane to Tremont Avenue. The street improvements will include 6-inch lime stabilized subgrade with a standard 6-inch concrete pavement, curb and gutter, driveway approaches, and sidewalks. The Water Department has determined that water lines will be replaced prior to street reconstruction. This project was advertised for bid October 28 and November 4, 1999. The following bids were received November 18, 1999: BIDDERS McClendon Construction Companv. Inc. Stabile & Winn, Inc. J.L. Bertram Construction Ed A. Wilson, Inc. Richard Carr Construction Branch & Sons Contractors AMOUNT $187.570.85 $187,654.44 $218,753.84 $234,175.75 $236,805.15 $312,701.30 TIME OF COM�PLETION 60 Working Days McClendon Construction Company, Inc. is in compliance with the City's M/WBE Ordinance by committing to 8% M/WBE participation and documenting good faith effort. McClendon Construction Company, Inc. identified several subcontracting and supplier opportunities. However, the M/WBE's contracted in the identified areas did not respond or did not submit the lowest bid. The City's goal on this project is 21 %. � � � City of Fort Worth, Texas Com�unication DATE REFERENCE NUMBER LOG NAME PAGE 2/8/00 **C-17844 I 30BRYCE 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO MCCLENDON CONSTRUCTION COMPANY, INC. FOR RECONSTRUCTION OF BRYCE � STREET (CLOVER LANE TO TREMONT AVENUE) WITH NEW CONCRETE PAVEMENT INCLUDING WATER LINE IMPROVEMENTS (CONTRACT 10) This project is located in COUNCIL DISTRICT 2, Mapsco 75G. In addition to the contract cost, $2,768.00 is required for inspection/survey and $1,900.00 is provided for project contingencies for the water line improvements. The contingency for possible change orders for street improvements is $7,533.00. FISCAL INFORMATION/CERTIFICATION,: The Finance Director certifies that upon approval and completion of recommendation 1, and the adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Project Fund and the Street Improvements Fund. MG:j Submitted for City Manager's Office by: Mika Groomer Originating Department Head: Mayor and Council I FUND � (to) � 1&2) PW53 G140 I 2) PW53 2) PW53 I ACCOUNT � CENTER 472045 060530175500 541200 060530175500 531350 030530175500 I AMOUNT $ 41,575.50 $ 38,807.50 $ 2,768.00 CITY SECRETARY � A. Douglas Rademaker 6157 �(from) � APPROVED 2/8/00 • w . . .. •t City of Fo�t Wo�th, Texas Mayor and Council„ Communication DATE REFERENCE NUMBER LOG NAME PAGE 2/8/00 **C-17844 I 30BRYCE 3 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD� OF CONTRACT TO MCCLENDON CONSTRUCTION COMPANY, INC. FOR RECONSTRUCTION OF BRYCE �STREET (CLOVER LANE TO TREMONT AVENUE) WITH NEW CONCRETE PAVEMENT INCLUDING WATER LINE IMPROVEMENTS (CONTRACT 10) . 3) C115 541200 020115040567 $150,663.35 � ORD. NO. 14082 Additional Information Contact: I 3) PW53 541200 060530175500 $ 36,907.50 � � 1) PE45 538070 0609020 $ 41,575.50 � A. Douglas Rademaker 6] 57 I � _