The URL can be used to link to this page

Home My WebLink About025568 - Construction-Related - Contract - APAC-Texas, Inc.-�e �� r � I� . / ��TY S�CRETARY j� t SPECIFICATIONS �.��. ;��.�. F!l,�ITY SECRETARY �5 �� CaN� h�ACT NO. `�'� . , � K.' :'��1.:h a'`"�,.�,,/'� C? ��i,� �V � . , a . . _ t ..� T°+r�` � :�i �' • , ,'`F�:, t ;:%�.+�, r �`�,�!'�� .�r i CONTRACT DOCUMENTS �:'.�.��7 D�PARTUtEtV�' 1998 CAPITAL IMPROVEMENTS PROGRAM : \� 1. �� UIVIT I: WATER AND SEWER REPLACEMENTS IN � PERSHING AVENUE � FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE • PW53-060530175760 PS58-070580174980 DOE NO. 2258 � � PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE C115- 02011504059 ' AOE NO. 2258 K-1560 IN THE CITY OF FORT WORTH, TEXAS 1999 _� �� KENNETH L. BARR �*c,�'.`� �rFX.s*1� BOB TERRELL MAYOR . / CITY MANAGER •� * :� . . . . �.. . I� � % JA �S BRYAN BECK � � 845T4 '(� � � 1 n�f, I�I�O��•. �� :(,�/�� ! ��'��iJ�ll Il'�111! 1!� Il�':IUIIi(�;i'WV� � y � �' � s � = '`� ��'� ��':; Gl��'�G?1� 1� �� ';r (I�Q ,j zn� i7f�?�% � �� I� � LE� C. BRADLEY, P.E. - DIRECTOR FORT WORTH WATER DEPAR'TMENT HUGO A. MALANGA, P.E. - DI�tECTOR DEPARTMENT OF TRANSPORTATION AND PUBLIC WORKS A. DOUGLAS RADEMAKER, P.E. - DIRECTOR DEPARTMENT OF ENGINEERING LJ 1 U�i�lJ. � =� � � I() 5�f'l i� ii1 r"� �" � 7 , ,-: �� ; � � 0 � . , • � � City of Fort Worth, Te�xas Mayor �nd Council Communication DATE REFERENCE NUMBER ILOG NAME �/� sioo **C-17826 30PERSH PAGE 1 of 3 SUBJECT APPROPRIATION ORDIN�NCE AND AWARD OF CONTRACT TO DAVILA CONSTRUCTION, INC. �OR UNIT I: WATER AND SANITARY SEWER REPLACEMENTS IN PERSNING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAC-TEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE RECOMMENDATION: It is recommended that the City Council: � 1. Authorize the City Manager to transfer $534,468.25 from the Water and Sewer Operating Fund to the Water Capital Project Fund in the amount of $377,066.75 and to the Sewer Capital Project Fund „ in the amount of $157,401.50; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $377,066.75 and to the Sewer Capital Project Fund in the amount of $157,401.50 from available funds; and 3. Authorize the City Manager to execute a contract with Davila Construction, Inc. in the amount of $477,178.25 and 60 working days for �nit I: Water and Sanitary Sewer Replacements in Pershing Avenue; and 4. Authorize the City Manager to execute a contract with APAC-Texas, Inc. in the amount of $574,873.70 and 90 working days for Unit II: Paving Improvements Alternate No. 2 for Pershing Avenue. DISCUSSION: This project is included in the 1998 Capital Improvements Program. The Water Department has determined that water and sanitary sewer lines in this street need to be replaced prior to street reconstruction. UNIT 1: Unit I consists of water and sanitary sewer replacements. This project was advertised for bid on September 9 and 16, 1999. On October 14, 1999, the following bids were received: UNIT I - BIDDERS Davila Construction, Inc. Jackson Construction, Inc. William J. Schultz, Inc. d/b/a Circle "C" Construction Company M. E. Burns Construction, Inc. Mid-State Utilities, Inc. Tri-Tech Construction, Inc. Long Construction & Engineering, Inc. AMOUNT $477,178.25 $493,751.00 $501,244.80 $529,409.75 $532,204.00 $552,280.00 $553,646.45 TIME OF COMPLETION 60 Working Days Specified • ._ City of Fo�t Worth, Texas Mayor and Council Communication DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 **C-17826 30PERSH 4 of 3 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO DAVILA CONSTRUCTION, INC. FOR UNIT I: WATER AND SANITARY SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAC-TEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE � 2) PS58 � 531350 � 030580174980 �$ 9,840.00 � A. Douglas Rademaker 6157 I(from) APPROVED 1/18/00 1) PE45 538070 0609020 $377,066.75 ORD. NO. 14070 Additional Information Contact: 1) PE45 538070 0709020 $157,401.50 � 3) PW53 541200 060530175760 $336,656.75 I � 3) PS58 541200 070580174980 $140,521.50 i A. Douglas Rademaker 6157 I 4) C115 541200 020115040593 $574,873.70 I �� J CifiY OF FORT WORTH DEPARTMENT OF ENGINEERING ENGINEERIN� SERVICES DIVISION ADDENDUM N0.1 D� Unit I: Water and Sanitary Sewer Replacements in Pershing Avenue from Camp Bowie Boulevard to Ashland Avenue PW53-Ob0530175760 OPS58-070580174980 DOE NO. 22�8 L r �C� �I� � � � u � L�J C' 0 � Unit II: Paving Improvements Alternates NO. 1& NO. 2 for Pershing Avenue from Camp Bowie Boulevard to Ashland Avenue � � C115-02011504059 K-1560 DOE NO. 2258 RELEASE DATE: September 29, 1999 INFORMATION TO BIDDERS: The Specifications and Contract Documents for the above mentioned project are revised and amended as follows: 1. In the PROPOSAL for Unit IB: Sanitary Sewer Replacements, delete pay item #3. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. RECEIPT ACKNOWLE GED: 1 � ,�� A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DE jA TMENT OF ENGINEERiNG gy. � � �John mg, P.E. Man ger, Engineering Services � I J �� L�J :.7- _-_. ;.r: - ;�' �;� ;J:p -,• F:--- • - - -- . .. :,. ., , _ . . _:....t."._...:!� ..._. .... _i r'�� 'C1. CITl' OP �OR1' i�'�4RT�I DEPART�iB�iT 0:�` �NGi3�tEE1�tThr� �Ir1C�N��KP.�IG SE�ZV�C�,� Da`r'iSION 0 ,�iD1��NUU�S I�'�. 2 Linii I; Waf�r and Sanitary �edvex �ep3�cement� i�c �'ershiug Az�enue fra:� Ca�mp �u�•Ye Bouflew�rd tn t�sh�ancl �vencse � PW53-06053��7576� �S5$-U7058�1749Rfl DOE ,�"iJ. z258 L� � 'J L�J �1 � � r./nit II: Ps�viria Iati�rove�nents A�ter�ates 1"10. l�:: :'i�. 2 foz• Pershin; Aveztua from Camp BowBe $oulevsrd to As�IIanti Avenue C! A5-420� 150�059 I�-1fi5U DOE N0. 2258 Tic�.E,ASE DAT�: Uctober S, ? 4�9 t;1FORMATIGN TU B3ADEI�,S: The SpecificatiGna snd Cer.tract �rocerr.enrs f3r the abc�vz ttkentinned pro;ect are revi;�(� a.l;� 3(t1C0.�fl� t1S f0+iC115+S: 1. TT,e bid opening is dela;��ed one ��eek. Bids tir�ill bN receiYed ar, Oc.aL�rr ld, 199�. 2. In Lne FRi7POSA1. for Un�t iI: P�'d:�G IMPROV�MENTS A��RNATE I�c�. l, revise pa;� item �F6. 106 6. 26J0 CY. U�l�LAsSFFI�F� STR�ET' F.XCAVATTON � S.P. L?o?lars c�; . , • ,�., CenisPerCY. ^ � -�. f ?lease acku�wle�be receipt �>f ±Re Aadeadum ui !ha hid proposal aod et� the ouksidt oFthe sealed .riv��opa, � fiJ?T ACKNOWL�:D(.iED: � ' � __ . A ,�10L'GLA,S.[�r',L1�A4=�1's.�tt: �.r. i7IREC.''Tn DEPt�fii'h'�:l�i'T t7F �:'VC,SN�EIUNG By:_ � �_ __�. �, Firi:i�� P.?�. ," h snag�r, En�ir_ee=:.��, Servic�e.s � .� .. � . ., � LJI !'� 1 L_J � 0 � � � � n � [!; � LI � L�J l�' � 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. I x , v TABLE OF CONTENTS Notice to Bidders � Special lrutructions to Bidders (Water Department) Proposal Unit 1.• Water and Sanitary Sewer Replacements Minority and Women Business Enterprises Specifications-Unit 1 General Conditioru (Water Department) Special Conditions (Water Department) Right of Entry Agreements Technical Specifications Material Specifications , Certificate oflnsurance Contractor Compliance With Worker's Compensation Law Performance Bond Payment Bond Maintenance Bond Contract Special Instructions to Bidders (Transportation/Public Works Department) Proposal Unit II: Paving Improvements Alternates No. 1& No. 2 Minority and Women Business Enterprises Specifications-Unit II Special Provisions �Transportation/Public Works) Unit II Certificate of Insurance Contractor Compliance With Worker's Compensation Law Equipment Scheduie Experience Record Performance Bond Payment Bond Contract � � u � L�J l�l � l� C�J u l!J � � �fJ � ,� � � �� l�!' l� Sealed proposals for the following: FOR: Unit I: Water and Sanitary Boulevard to Ash[and Avenue PW53-060530175760 PS58-070580174980 DOE NO. 2258 NOTICE TO BIDDERS Sewer Replacements in Pershing Avenue from Camp Bowie Unit II: Paving Improvements Alternates NO.1 & NO. 2 for Pershing Avenue from Camp Bowie Boutevard to Ashland Avenue C115-02011504059 K-1560 DOE NO. 2258 Addressed to Mr. Bob Tenell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 PM, Thursday, October 7,1999 and then publicly opened and read aloud at 2:00 PM in the Council Chambers. Plans, Specifcations and Contract Documents for this project may be obtained at the Offce of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of $50.00; such deposit will be refunded if the document is returned in good condition within (10) days after bids are opened. Additional sets may be purchased on a nonrefundable basis for fifty dollars ($50.00) per set. These documents contain additional information for prospective bidders. Bid security is required in accordance with the Special Instruction to Bidders. Submission of Bids: This document is designed as two separate contract documents and proposals and shall not be construed as being a package. The Proposal Sections are designed as two separate proposals and are arranged to allow the Contractor to submit a bid on each individual proposal. The total low bid of each proposal is the apparent successful bidder. If the Contractor only submits a bid on one proposal and is the lowest proposed price total, the Contractor will be the apparent successful bidder for this individual proposal. However, it should be noted that Unit II Alternates No. 1& No. 2 are considered to be alternatives to the same proposal. In order to be considered the apparent successful bidder for the paving improvements, the Contractor is required to submit bids (including separate M/WBE information) for both Alternates. Unit I consists of the water and/or sewer line replacements. Unit II Alternates No. 1& No. 2 consist of the street and/or storm drain improvements. Pre-pualification Re4uirements for Water Denartment Work: The water and/or sanitary sewer improvements must be performed by a contractor who is pre- qualified by the Water Department at the time of bid opening. A general contractor who is not pre- qualified by the Water Department, must employ the services of a sub-contractor who is pre- qualified. The procedure for pre-qualification is outlined in the "Special Instructions to Bidders (Water Department)". • � � , Bidders shall, if apnlicable, identify on the last page of the proposal section, the pre-qualified sub- contractor who shall install the water and/or sanitary sewer facilities. Failure to list a sub-contractor who is pre-qualified by the Water Department shall result in the rejection of the bid as non-responsive. l� l�J � � � � � � � I� C1 l� � �,�, �j � � � �jl I� The City reserves the right to reject any and/or all bids and waive any and/or all inegulazities. No bid may be withdrawn until the expiration of foriy-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate is received by the City. The award of contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to awazd the contract has been verified. Bidders are responsible for obtaining all Addenda to the contract documents and acknowledging receipt of the Addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all Addenda may be re,jected as being nonresponsive. Information regarding the status of Addenda may be obtained by contacting the Department of Engineering at 817-871- 7910. In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contract. A copy of the Ordinance can be obtained from the Office of the City Secretary In addition, the bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. For additional information, contact Bryan Beck at (817) 871-7909. BOB TERRELL CITY MANAGER Advertising Dates: � September 9y 1999 GLORIA PEARSON CITY SECRETARY A. Dou as Rademaker, P.E. Direc Dep ent of Engineering By � + , n Firing ' anager, Engi e 'ng Services 5eptember 16,�1999 � 3. BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C 3-3.7. 4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas, and as set forth in the Contract Documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. .. .,,.;, ., . 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the non�esident's, principal place of business in located. "Nonresident bidder" means a bidder whose principal place of business is not in this state, but excludes a contractor whose ultimate pazent company or majority owner has its principal place of business in this state. This provision does not apply if this contract involves federal funds. The appropriate blanks of the Proposal must be filred out by all nonresident bidders in order for the bid to meet specifications., The failure of a nonresident contractor to do so will automatically disqualify that bidder. ' �° � ' ' 8. PAYMENT: If the bid amount is $25,000.00 or less, the contract amount shall be paid within forty- five (45) calendaz days after completion and acceptance by the City. 9. AGE: In accordance with the policy'("Policy") of the Executive Branch of the Federal Government, Contractor covenants that neither it nor any of its officers, members, agents employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees or in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the bases of a bona fide occupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its afficers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occuparional qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City hannless against any claims or allegations asserted by third parties or subcontractor against City arising out of Coritractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the �availability, terms and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's L�J � � � L�J O � l+'_] � � � l�l � � � l� ��1 SPECIAL INSTRUCTIONS TO BIDDERS (FORT WORTH WATER DEPARTMENT) 1) PREOUALIFICATION REOUIREM�NTS: T'he work required under Unit I must be performed by a contractor who has been pre-qualified by the Water Department. In the event a general contractor submitting the lowest r�sponsible bid is not a pre- qualified utility contractor, the contractor performing the water department work for the general contractor is required to be pre-qualified. The following steps are required in order to become pre-qualified. All contractors submitting bids on Water Department work are required to be pre-qualified by the Fort Worth Water Department prior to submitting bids. This pre-qualification process will establish a bid limit �based on a tectinical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an , acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calendar days prior to the date of the opening of bids. a) The iinancial 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 ceflect the fmancial status to the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical level as that of the project for which bids are to be received. , c) The Director of the Water Department shall be the sole judge as to the acceptability for fmancial qualification to bid on any Fort Worth Water Department project. d) � Bids received 'in excess of the bid limit shall be considered non-responsive and will be rejected as such. e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. � Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertently opened, shall not be considered. g) The City will attempt tp notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check, or an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury List, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in xhe state of Texas. The amount of the bond shall not exceed the amount shown on the treasury list or one-tenth (1/10) the total capital and surplus. • � � Jprovisions and any other applicable federal, state and local laws concerning disability and will defend, � indemnify and hold City harmless against any claims or allegations asserted by third parties or � subcontractors against City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. . , � � � � .I !I � � � �� 11. NIINORITY AND WOMEN BUSINESS ENTERPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid non-responsive. 12. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any book,s, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. T'he misrepresentation of facts (other than, a, negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or �initiating action�under appropriate Federal, State or local laws or ordinances relating to false statements. Further, any such � misrepresentation facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) yeazs. � Revised 9/24/97 �� I _� I� l� ��J ' � L�J ��J .. ,,., LsJ I�� • Hauling � n MBEIWBE UTILIZATION , p E�'7 0 F' . � u ��i�tt��c��r Davila Construction Inc. Octobe BidDate ,�9 C� 19 �A�l 10 5 ime Company Name Q � Water & Sanitary Sewer in Persi.ng Ave. PW53-060530175760 & PSS�-070580174980 p ojectNameFrom Camp Bowie Blvd To Ashland QrojectNumber . (T�('g M/WBH PROJECT GOAL' 1 H% ' �MIWSE PERCENTAGE ACHIEVED: � �Fallure to complete this form, in its entiretywith supporting documentation, and received by.the Managing Departmenton or N before 5:00 p.m., iive (5) Ctty business days after bid opening, exclusive of bid opening date, wil! resul! in the bid being ;'- considered non-responsive to bid specifications. . � . , . � � . . � . ' � • . . . .. 7he undersigned bidder agrees to enter into a formal agreement with the MBE andlor WBE firms for work listed in 4his, , .schedufe, conditioned upon execution of a contract with the City of Fort Worth, �7he wiliful misrepresentation of facts is: _ grounds for conslderatIon of disqualification and will result in the bid being considered non-responsive to specifications. �, � • � Company Name, Contact Name, Certified Specify AII Contracting Specify �11 items to be Address, and 7'elephone No• � Scope of Work {") '� Supplied (*) � � . . � . '. � Gify of Fo�t Worth _ Minority and Women Business Enterprise Specifications �. . � . . . . �A� . ... . . . . -•. ..' .: . �_... . .. , . , � .� � � � _ . �: . . ' . . - . , � ' _ . . . . o• . . . ...� �u�:�l � P.O. Box C,�rh Crowlev. 1'X 7hn�F Sand,, Gravel Anc � L�J � ��1 C�J � LJ !�J MlWBEs must be located in the 9(nine) county marketplace or currentfy d�ing business in the marketplace at time of bid. ('j Specify all areas tn which M1W BEs are to be utilized andlor items to be supplied' . •� �•�'• �. (') A comptete listing of Items to be supptted ts required in order to receive �credit tdwaid the�M/WBE goal. � Tier: Means the level of subcontracting balow th ' prime'contractorlconsultant, i.e., a direcf payment ��". . from the prime contractor to a subcontractor is c�nsidered 1st tIer,'a`payment by a subcontiactot fo fts. ' supplier is considered 2nd tier. • -. . . . . - � . , .. ' • . • • • (") Identify Each Tier Level. 'THIS FORM MUST BE RECEIVED BYTHE MANA�CLUSIV OF�THE B D OPENINf� DATES) CITY BUSINESS DAYS AFTER BID OPENING, Pages 1 and 2 of Attachment 1A must be received by�the Managing Department � Part B Unit 1' � MIWBE 1-2 9702I40_Specs_M7_PaztB Unitl.wpd � I • ATTACNMENT�q Page 1 of 2 Revised 6/2./98 * Dollar Amount ". .. . ... . . a�'i � � ' F � . .�' ,� . � . . .. ...'� ... .. 1st� $14f�, 521.•5 ) ^ , " '. '.. ,- .• 1 � ,. 'r ; r.':L � '�vs__ r Fr.:c"=H1 �nvruu��.� .-. �i: r � zy<�s�.t'�.�'� r` ��- • Pa � e 2 of 2 -- � M }t�.-�s � ,,�,.� '� 9 City of Fort Worth '_ ��,��' R 3��?d 6/?J98 � .r� „x �, � t ., � r� �� ;".�: . ��i�s .i��.'�'�._ _ _ D Minority and Worri�n Business Enterprise Specifications ��y , ��`��: , �'c . . �.��a� r- �. MBE and WBE UTILIZATION ��'k��'°� �`{ �� y� ' '�'� • . FORM, .� ��i�:�� ''��: � - ='�"� ;:� ��f <.A .,..^a.>:;�:�� ' ,:_ � � � . �:=- ^ ' ;..r..�,:c:��G�',�Y,'1�' `•- Company Name, Contact Name, Certified Specify All Contracting Specify All Items to be * Dollar Ainount �= . Address, and Telephone No. .:Scope of Work (') � Supplied (*) v ��-i.i;,��''� ` , . . . s., . -., ,;,�;:_, � - .. . � .. :.,�.:�� ,.. � . ^ ' . ' ... � � . . : _.��:;f� � ..» . O A . . .� . " . a� . . , . � � ' '. � _ . . .. : . ... . . '. � .,. � . � .� . . . �� . . � . , . D. � . . � � 0 � � �� .. -�� . .��. a � � �. o � � � o � . The bidder further agrees to provide, �directly to the City upon request, complete and accurate information regarding actual work performed by aU subcontractors, inc�ud�ng MBE(s) andlor WBE(s) arrangements submitted with this bid. � The bidder also agrees to allow an audit andlor xamination of any books, records, and files heid by their company Othat will substantiate the actual work performed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or employee of the City. Any intention I andlor knowing misrepresentation of facts will be grounds for terrr�inating the contract or debarment from City�work for a period of not Iess than three (3) years and for initiating aaction under Federal, State, or l.ocal laws concP�rning false statements: Any failure to comply with this�ordinance and creates a material breach of contract may result �n a deiermination of an irresponsibte offeror and barred from participating in City work for a period of time npt less than one (1) year. . � ALL MBE(s and WBE(s) MUST SEI CERTIFIED BY THE CI'iY BEFORE CONTRACT AWARD � �� /� � j � Alma C . Davila �,/Author�zed Signaturel�� Printed Signature Vice-president . Title Contact Name and Title (if different) � Davila Construction Inc. (817) 654-9948 Company Name � Telephone Number(s) �3325 Panola Ave. . (817) 535-8034 Address Fax Number Fort Worth Texas 76103 Ocober 19. 1999 � City/State2ip Code Date � � � � THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FNE (5) CITY BUSINESS DAYS AFTER BID OPENING, a • EXCLUSIVE OF 7HE BID OPENING DATE Pages 1 and 2 of Attachment 1A must be received by the Managing Department D9702100_Specs_M? PartB_Unitl.wpd PaI't B, Unit 1 � M/WBE 1-3 Ls' [�J C�� liJ � L' ,'J � !� � �J 0 � � � l�J LJ lJ 10. 4 11. '7 12. 4 13. 2 14. 121 15. 2640 16. 5 17. 23 EA. Standard Fire Hydrant, 3'-6" Bury Depth; Per Each !��-� ��ollars ?nd �D �- /� � Cents L.F. Fire Hydrant Bbl. Extension; Per Linear Foot: �t,(�� Dollars and — D • Cents EA. Remove Existing Fire Hydrant, D-21; Per Each � Dollars and —rD � � Cents EA. 2-Inch Service Taps to main, D-20; Per Each �� ,r�.,wt•�su� �� Dollars and — D � Cents EA. 1-Inch Service Taps to main, D=20; Per Each �,�vq� f u.wa(k.�h� �/1 �! � ollars and �� " Cents L.F. install 1-Inch Copper Service From Main to Five (5) Feet Behind the Meter, D-20; Per Linear Foot: Doii� and� �. Cents EA. Relocate 3/4 Inch Service Meters and Meter Boxes, D-20; Per Each �� N:�,�lrL�G/.(.( � Dollars and — fi � Cents EA. Iristall Multiple Service Branches For 1-Inch Copper Service, D-20; Per Each � , Dollars � and �- —� Cents . $ / .�, o,, $ �� j o6 $ /f.�'). � $ �Q� �0- /, �lp�� $ .�0. 00 $ �-� $.�r�.4� $ 7Q�.� $��- $ zg�,� �a $ l�„�a $ �.�, OQ� o0 $ �7S�o� $ �7,�°�-- $1�5, � $ �i, IJGJ, � 0 �'II 18. �121 EA. Furnish and Set Class'A','B', and 'C' Meter Boxes, . D-20 Per Each a�d �� Dollazs Cents ___ �� 19. 1 L.S. Furnish and Lay 2-Inch Pipe and Fittings for Temporary Service, D-27; Per Lump Sum �' ` Doii�s and —B � Cents 20. 320 L.F. Replacement of 4-Inch Sanitary Sewer 21. 60 22. 20 23. 20 24. 2245 25. 34 Service w/ SDR 26. D-9, D-19; Per Linear Foot: �,� � �� nollars and � 4 D �' Cents C.Y. Crushed Limestone, D-14; Per Cubic Yard �Q�c.v�..v Dollars and —b �- Cents C.Y. Class'B' Concrete (2500#); Per Cubic Yard Dollars an� d�� 0 `' Cents C.Y. Class'E' Concrete (1500#); Per Cubic Yard �� Dollars and -o � Cents L.F. Trench Safety System, D-17; Per Linear Foot: � � Dollazs and �u� � Cents S.Y. Concrete Sidewalk Replacement, D-49; Per Square Yard: i�� Dollazs and ' Cents $ �Ss� $lD, � �'�',�� ' ��v .,, ; rr�� . � $�.a0 $ �7, �� °.�- $ ID. �- $ �a� a_- $ �o. �o W � "� � . s � 7S $��,7�� $ �a�..�- $ I"Ut/ �' � $ .�, 92�. �� $ %► �5 ,� . �� 2. 2205 L.F. 8-Inch Water Pipe *, D-24; Per Linear Foot: Dollazs and , � Cents 3. 2118 L.F. 12-Inch Water Pipe *, D-24; Per Linear Foot: i�� Dollars . . dl ��%Z� v Cents 4. 127 L.F. 12-Inch Ductile Iron Pipe Class 51 5. 4 6. 1 7. 4 8. 7 9. 3 � ; Per Linear Foot: ` Dollars and � -- Cents EA. 6-Inch Gate Valve w/ Cast Iron Box and Lid, D-22, D-23; Per Each: • � . �lh.,►� Dollars L� —+� � Cents EA. Cut-In 8-Inch Gate Valve w/ Cast Iron Box and Lid, D-22, D-23; Per Each (� ,�,�� c�G�t�Dollars and — � �- Cents EA. 8-Inch Gate Valve w/ Cast Iron Box and Lid, D-22, D-23; Per Each /y�� Dollars and — e � Cents EA. 12-Inch Gate Valve w/ Cast Iron Box and Lid, D-22, D-23; Per Each � Q ��u�f �%ati�a%tlu_Dollars and /i — D • Cents Tons Cast Iron/ Ductile Iron Fittings, D-23; Per Ton —��v� 2�i,olL�r.rY, Dollars and —c� . Cents �� i if� $ ,pD $ � $��1��0 oa �i � , ,, , � ,5�-�-� `=` $`�L`[`J.� $��.�iG�%� $��-�--� $ �� 1, � $��. aa �r r � $ � q�'J. 40 $�-�, loG�. � /' f'�� /r $��, �O t� l�l l�J � PROPOSAL This proposal must not be removed from this book of Contract Documents. TO: Bob Terrell City Manager Fort Worth, Texas Fort Worth, Texas � O >� � LJ ,� FOR: Unit I: Water and Sanitaty Boutevard to Ashland Avenue PW53-060530175760 PS58-070580174980 Sewer Replacements in Pershing Avenue from Camp Bowie Pursuant to the foregoing Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, the General Contract Documents and General Specifications for Water Deparhnent Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, fumish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the Department of Engineering of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and fumish an approved Performance Bond, Payment Bond, Maintenance Bond (as applicable), and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: ;� UNIT IA: WATER LINE REPLACEMENTS � ITEM APPROX. DESCRIPTION OF ITEMS WITH NO. QUANTITY BID PRICES WRITTEN IN WORDS :� l�J [+�1 LJNIT PRICE (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) 1. 40 L.F. 6-Inch Water Pipe *, D-24; Per Lineaz Foot: and , � --r'> � � lJ Dollars Cents �.,?l, DB TOTAL AMOUNT $ ��D .� l*J � � � � � ,� � � ' � � � � � � � � � �� 26. 938 27. 20 28. 6749 L.F. Extra Depth of Water Mains, Per Linear Foot: �ZL2_ Dollars and - a � Cents L.F. Min 2-Inch HMAC on 2:27 Concrete Base, Fig. 4, D-15, D-16; Per Lineaz Foot: � ��-P� Dollazs and � �o �- �� Cents L.F. 2-Inch Hot Mix Temporary Pavement Repair, Per Fig A, B, C, or D, D-30; Per Linear Foot: /rtJ�� Dollars and ,- p � Cents $ /, DD $ �'�� $ �`� $ 7� •�� - �- $ S. �� $ ��, 7SG,S`-�.=- TOTAL AMOUNT BID UNIT lA $�� (o . 7`5 *Type of Pipe Used � PVC DR-14: DIP Class 51: 7. 5 8. 7 9. 2 10. 3 11. 15 12. 85 13. 20 14. 72 EA. C�ncrete Collar for Manhole Per Fig 121 D-18; Per Each: ��7vt-�-�.�titi��o�w.Gd%kZ�i1J� � and � O � ents EA. Watertight Manhole Inserts D-18; Per Each: �.l�t��f.i pf � Dollars an�f lJ D � Cents EA. Remove Existing Sewer Manhole, D-21; Per Each: `� �� S� i ollazs and — D � �' Cents EA. Abandon Existing Sewer Manhole, � D-21; Per Each: -�k. Y�� Dollars and � D � 1 Cents EA. 4-Inch Sanitary Sewer Service Tap, D-19; Per Each: p�,��'D 7`Gu�o�.�r,e4��4�,�� Dollars and c� Cents 0 L.F. Relocate Private 4" Sanitary Sewer Service, D-19,D-48; Per Linear Foot; � Dollazs and � / -J� Cents L.F. 4-Inch Sanitary Sewer Service Line Replacement, , D-19; Per Linear Foat: ��,(/ � Dollars and G — m � Cents L.F. 4-Inch Sanitary Sewer Service Line Replacement W/ SDR 26, D-9, D-19; Per Linear Foot: `� ,e;e;c.� ��i Dollazs �and —�B - Cents $ ��''°� $ % �7S � � $ �. = $ ys'S ; °� $ J 7.5, � $ 7.��• � $ ��D. � $ l , oS a. a�o $�,��-° $ � a-5, �- $ B� $ 2 7 � �s� � �Z, '� $ �i�%, g° $ �.�-� $ -/, BoD, �- � � �a � .� Q � a � � � � � � �o � � 0 � UNIT IB: SANITARY SEWER REPLACEMENTS ITEM APPROX. DESCRIPTION OF ITEMS WITH NO. QUANTITY BID PRICES WRITTEN IN WORDS UNIT TOTAL PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) 1. 718 L.F. 8-Inch Sanitary Sewer Pipe *, 0 Ft. - 6 Ft. Trench Depth, D-24; Per Lineaz Foot: �if.�! Dollars $�'� $ . �Q�J`CO �� and � � Cents 2. 112 L.F. 8-Inch Sanitary Sewer Pipe *, 6 Ft. - 8 Ft. Trench Depth, D-24; Per Linear Foot: :��9� Dollars $ . � $_'�Z��f� �� and -- d '� Cents � 3. 2022 L.F. 8-Inch Sanitary Sewer Pipe *, 0 Ft. - 6 Ft. Trench Depth, D-24; Per Linear Foot: �� 4. 18 5. 7 6. 1 Dollars and Cents L.F. 8-Inch Ductile Iron Pipe, 6 Ft. - 8 Ft. Trench Depth, D-9; Per Linear Foot: '��-t•tit� Dollars an � //_D � Cents v EA. Standard 4-Foot Diameter Manhole to 6 feet depth D-18; Per Each: b?�.e.��u.a.�� /��.�s and � Cents L.F. Additional Depth Over 6 Foot of Standard 4 Foot Diameter Manhole; D-18; Linear Foot: � � Dollars and -� � Cents ( $ $ .�. cn $ �e�-c��- $ 9 �a, Q0 $ � �, o� $_�a� D',,,, �D �� $ �Q'`J,� $ �d� �� 23. 20 24. 365 25. 605 26. 18 27. 299 28. 848 29. 287 L.F. Concrete Curb and Gutter Replacement, ; Per Linear Foot: ollars and ` Cents - �- L.F. Concrete Driveway Replacement, D-50; Per Linear Foot: ti Donazs and / l `d �' Cents L.F. Sodding (Bermuda or St. Augustine) � � � Dollars and -- O ` ♦ Cents L.F. Concrete Pavement on 2:27 Concrete Base, Fig. 1, D-15, D-16; Per Linear Foot: Dollazs and � —D � Cents L.F. Min 2-Inch HMAC on 2:27 Concrete Base, Fig. 4, D-15, D-16; Per Linear Foot: � Dollazs and l Cents L.F. Post-Construction Television Inspection of Sanitary Sewer Lines D-39; Per Linear Foot: r-�� Dollars and r��,� .�.�.� Cents L.F. 2-Inch Hot Mix Temporary Pavement Repair, Per Fig A, B, C, or D, D-30; Per Linear Foot: a�� Dollars � �-� Cents $ �-% 5 0 $ S S�J� °-=- $r�� sJI $ ��' �� $ � $ �� $ �/� � $��,� '� r. �► $ /D, ��5 °-= $ l, ��8,�- $1�4� $ I, �� // � / � , TOTAL AMOUNT BID-UNIT IB $ � T O� � a!- l5 � * Type of Pipe Used: PVC Pipe (SDR-35, Per E1-25, 6- 15 inch) �,/ PVC Pipe (PS-46, Per E1-27, 6- 15 inch) PVC Pipe (Composite Pipe, Per E1-29, 8- 15 inch) � � � � � � � � � � � � � � � � � � � 15. 40 16. 251 17. 450 18. 30 19. 10 20. 10 21. 84$ 22. 156 L.F. 4-Inch Sanitary Sewer Service Line Installation, D-19; Per Linear Foot: i J��' � nollars and / — � ' Cents L.F. 4-Inch Sanitary Sewer Service Line Installation W/ SDR-26, D-9, D-19; Per Linear Foot: �� Dollazs and � Cents L.F. Cleaning and Television Inspection of Sanitary Sewer Line, D-36; Per Linear Foot: �� Dollars and 'fi Cents C.Y. Crushed Limestone, D-14; Per Cubic Yard: / Dollazs and 6---� ` Cents C.Y. Class'B' Concrete (2500#); Per Cubic Yazd: �>��.U.2�.t�.( Dollazs and �—a �- J Cents C.Y. Class'E' Concrete (1500#); Per Cubic Yard: �j Dollars and —� � 1 Cents L.F. Trench Safety System, D-17; Per Linear Foot: Lil�-�. Dollars and , Cents S.Y. Concrete Sidewalk Replacement, D-49; Per Square Yard: � � Dollars and � — O - Cents $.�• � $ �f�D � $a�S, 1 $ lo. Z7�S�'� $ .� �5 $ �. �6 Z: ,� a $ aD. � $ �DD, � $�-� $ �� $�D. � $ �� - $ /. S o $ �.z 7�, ., $��. � $ 5�, ��D, � p . dPVC Pipe (Corrugated Pipe, Per E1-31, 6- 15 inch) r �� .� . � TOTAL AMOUNT BID-UNIT IA $ � � rJ , ��, � `� TOTAL AMOUNT BID-UNIT IB $ %�D . J�� %. �� TOTAL AMOUNT BID-UNIT I$�% �/%� . Z� �j Contractor shall, if applicable, identify the pre-qualified sub-contractor who sha11 install the �..� water andlor sanitary sewer facilities. � Pre-qualified sub-contractor for water and/or sanitary sewer installation. � � � � l�J lJ L�J � � � � L!f � ; ' � /`l�L �/ � I(we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been en into consideration on preparation of the foregoing bid: Addendum No. 1(Initials) Addendum No. 3(Initials) Addendum No. 2(Initials) � Addendum No. 4(Initials) Respectfully submitted, . (Seal) , , ',, � . .,_ TF ' - .,. ; � � � � �� c � �� i�� , [� B . �� Title � � Ad��GJ / :�G�%� �� , ��/D.� Telepho e:_�%,/(DV "�� Lr. u � � � � � ,_ . 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 secarity in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certifies that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned agrees to pay not less than the "Prevailing Wage Rates" as established by the City of Fort Worth, Texas. � T'he undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by 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 60 working days after beginning construction as set forth in the written work order to be furnished by the Owner. � , (Complete A or B below, as applicable:) � l�� L*J l�J !�J � A. The principal place of business of our company is in the State of /� Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non resident bidders in the State of , our principal �-- place of business, are not required to underbid resident bidders. , ' B. The principal place of business of our company or our parent company or ' majority owner is in the State of Texas. �, . , . , , .. `.�; ; ..,. ,, �� I C2-2.7 Delivery of Proposal C2-2.8 Withdrawinq Proposals C2-2.9 Telegraphic Modification of Proposals C2-2.10 Public Openinq of Pzoposal C2-2.11 Irrequlnz Proposals C2-2.12 Disqunlification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 AWARD AND EXECDTZON OF DOCUMENTS Consideration of Pzoposals Minority Business Enterpise Women-Owned Business Enterpzise compliance Equal Employment Provisions Withdrawal of Pzoposals l�Ward of Contzact ' Return of Proposal Securities Bonds Execution of Contract Failure to Execute Co�tract Beqinninq Work Insurance Contraetor's Obligations Weekly Payroll Contzactor's Contract Administzation Venue C4-� SCOPE OF WOR1C C4-4.1 Intent of Cootract Documents C4-4.2 Special Provisiona C4-4.3 Inczeased or Decreased Quantitfes C�-4.4 Alteration of Contract Documents C4-1.5 Extra work C4-4.6 Schedule of Opezation� C4-4.7 Progress Schedules foz Water aad Sewer Plant Facilities CS-5 CONTROL OF i40R1C l�►ND lU1TFRIALS CS-5.1 Authority of Enqineer CS-5.2 Conformity �rith Plans C5-5.3 Coordination of Coatract Documeats CS-5.4 Cooperation of Contzactoz CS-5.5 Emezgency and/or Rectificatioa work CS-5.6 Field Office CS-5.7 Construction Stakes CS-5.8 Authozity and Duties of Inspectors CS-5.9 Inspection CS-5.10 Removal of Defective and Oaauthorised CS-5.11 Substitute Materials oz 8quipment CS-5.12 Samples and Tests of Materials CS-5.13 Storage of l�Saterials � CS-5.14 Existing Stzuctuzes and Dtilities CS-5.15 +nterruptioc of Service CS-5.16 Mutual Responsibility of Contractors CS-5.17 Cleanup CS-5.18 Final Inspection C2-2 (4) C2-2 ( 4 ) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 (1) C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 tl) �l) t2) (2l (2) t2� t4) (4) (4) (4) t7� (7) (7) (8) C4-4 (1) C4-4 (1) C�-4 (1) C�-4 (2) C4-4 (2) C+-! ( 3 ) C�-4 (4) CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 ilozk CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 CS-5 (1) (1) (2) t2) (3) (3) (3) (4) (5) �5) (5) t6) t6) (7I (7) t8) (8) t9) (2) 1"'' ii� t PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEA'iBER, l, 1987 TABLE OF CONTENTS 1� � 1""" �� ' � Cl-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Biddez General Conditions Special Conditions Specifications Bond Contzact Plans City City Council Mayoz City Managez � City Attorney Disector of Public Works Director, City Water Department Engineer Contractor Sureties The f�ozk or Project Wozking Day Calendaz Day Legal floliday Abbreviationt Change Order Paved StZeeta and Alleys Unpaved Streets and Alleya City Street� Roadway Gravel Street C2_2 INTERPRETATION AND PREPARATION OF PROPOSAL � �ZmZ,1 proposal Form C2-Z,2 Interpretation of Quantities C2-2.3 Examination of Contract Documenta and Site � C2-2.4 Submittinq of Proposal C2-2.5 Rejection of Proposals C2-2.6 Bid Security (1) C1-1 C1-1 Cl-1 C1-1 Cl-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 Cl-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3) (3) (3) (3) (3) t3) (3) (4) (�) t4) t�) (4) (4) (4) (4) (4) (5) (6) (6) (6) t6) (�6 ) (6) C2-2 (1) C2-2 (1) C2-Z (2) C2-2 (3) C2-2 (3) C2-2 (3) �� C8-8.3 CB-8.4 C8-8.5 C8-B.b C8-8.7 C8-8.8 C8-8.9 C8-8.10 C8-8.11 C8-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Desiqn ' General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents 0 C8-8 C8-8 C8-8 C8-8 C8-8 C8-8 C8-8 C8-8 C8-8 C8-8 C8-8 (1) (1) (2) (3) (3) (3) l4) (4) (5) (5) (5) � � � � � f . C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 .� C6-6.7 C6-6.8 C6-6.9 � _ C6-6.10 C6-6.11 C6-6.12 � � C6-6.13 C6-6.14 � � C6-6.15 C5-6.16 � � C6-6.17 C6-6.16 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 � C7-7.14 C7-7.15 � C7-7.16 C7-7.17 L� C8-8 CB-8.1 C8-8.2 .� � I.EGAL RELATIONS AND pUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Snnitary Provisions Public Safety and Convenience Pzivileges of Contractoz in Streets, Alleys, and Right-of-Way Railway Crossings Bazricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Wozk Within Easements Independent Contractor Ccntractoz's Responsibility f or Damage Claims Contzactor's Claia�foz Damages Adjustment of Relocation of Public Dtilities, etc. Temporary Sewer Dzain Connections Arrangement and Chnrges of Watez Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility f or Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting � Assignment of Contract Prosecution of the work Limitations of Operations Character of Workman and Equipmeat i�ork Schedule Time of Commencement and Completion Extension of time of Completion Delays Time of Complction Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment of the work and Annulment of Contract Pulf illment of Contract Termination for Convenience of the Onwez Safety Methods and Practices I�ASOREMENT AND PAYMENT �ieasurement of Quantities �nit Prices (3) C6-6 (1) C6-6 (1) C6-6 (1) C6-6 ( 2 ) Cb-6 (2) C6-6 t 3 ) C6-6 (4) C6-b t4) C6-6 (5) C6-6 (6) C6-6 (8) C6-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 (11) C6-6 (11) C6-6 tll) C6-6 (12) C6-6 (12) C6-6 (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 G7-7 C7-7 C7-7 C7-7 (1) (1) tl) (2) (2) t3) (t) (4) (4) (5) (�6 ) (6) C7-7 (7) C7-7 t7) C7-7 (9) C7-7 (10) C7-7 (13) C8-8 tl) C8-8 (ll C1-1.3 NnTTrE TO BIDDERS: All of the legal publications cither ac�tually published�in public advertising mediums or f uznished direct to interested parties pertaining to the work contemplated under the Contzact Documents constitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and siqned offer or tender of a bidder to pezform the Work which the Owner desire6 to have done, toqethez �ith the bid security, constitutes the Proposal, Which becomes binding upon the Bidder When it is officially received by the Ownez, has been publicly opened and zead and not zejected by the Ownez. � C1-1.5 BIDDE :�ey person, persons, fizm, partnership, company, assoc�ation, corporation, actinq directly or thzough a duly authorized zepresentative, submitting a proposal for performinq the vork contemplated under the Contract Documents, constitute� a bidder. � C1-1.6 ��N�R COND TION : The General .Conditions are the u�uaY construc�ion an� con�ract zequirements vhich govern the perf ormance of the work so that it Will be carried on in accozdaace with the cuatomary procedure, the local statutes, and requizements of the City of Fort �orth'� charter and promulqated ordinances. �hezever Condition� precedence there.may be a conflict between the General and Special Conditions, the latter shall take and shall qovern. C1-1.7 SPEC�aL CQNDITIONSs Special conditions are the specific requirements +rhicb are necessary f or the particular project covezed by the Contzact Documents and not specifically covered in the General Conditions. i�hen coasidezed with the G eneral Conditions and other elements of the Contract Documents they provide the information vhicb the Contzactor and Owner should have fa order to qain a thozouqh knovledge of the project. C1-1.6 S�ECIFICATZONS: The Specifications i• that section oz part of t e�ontract Documents vhich �ets f ortQ in detail the requirements which must be met by all materiala, constzuction, wozkmanship, equipment and aervices in order to rendez a completed and useful project. iqheaever reference ii made to standazd epecificatfons, regulations, requirements, statutes, etc., auch referred to documents ahall become a part of the Coatract Documents just as though they were embodied therein. C1-1.9 BOND: The bond or bonds are the rzitten guarantee or security turnished by the Contractor for tbe pzompt and C1-1 (2) � � � � PART C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract Documents the following tezms or pronouns in place of them aze used, the intent and meaning shall be uaderstood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the wzitten and drawn documents, such as specifications, bond6, addenda, plans, etc., which govern the tezms and performance of the contract. These are contained in the General Contzact Documents and the Special Contract Documents. a. GENERAL C�NTRACT DOCUMENTS: The General Contzact Docuiaents qovern all watez Department Pzojects and include the follcwing itemr: PART A - PART B - PART C - PART D - PART E - NOTICE TO BZDDERS (Sample) PROPOSAL (Sample) GENERAI, CONDZ3'IONS ( CITY B (Developer) SPECIAL CONDITIONS SPECIFICATIONS p$t�Ts/�s�rrrs PART F - BONDS PART G - CONTRACT i4h i te white Canary YelloW Broan Gzeen El-iqhite E2-Golden Rod E2A-i4hite Elue iqhite Khite b. SPECIAL CONTRACT DOCDMENTS: Tbe Special Contzact Documents aze prepared for each cpecific pzoject as a supplement to the General Contract Documents and include the following items: �F r� � r �. � PART A- NOTICE TO BIDDERS nbove PART B - PROPOSAL (Bid) PART C - GENERAL CONDZTIONS PART D - SPECZAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) cs�ie� (Adveztiaement) Same as PART H- PLA2dS (Usuallp bouad sepnratelp) Ci-i (ii � ' C1-1.1 7 DIRECTOR OF PUBLIC WORKS: The duly appointed official oi the City of� Fort Worth, refersed to in the Charter as the City Engineer, or his duly authorized zepresentative. C1-1.18 DIRECTOR4, �IT� WATER DEPARTMENT: The duly appointed Directoz of �he City Watez Department of the City of Fort worth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGIN ER: The Dizectot of Public Works, the Director cf the Fort �orth City water Department�, or.. thei= c�uly authorized assistants, agents, engiaeers, inspectors, or superintendents, acting wi.thin the scope of the particulaz duties entrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, tirm, association, or corpozation, enterinq into a contract With the Owner for the execution of the work, acting directly or throuqh a duly authozised zepzesentative. A sub-contractoz is a person, firm, corporation, or others under contraet with the principal contractoz, supplyinq laboz and materials or only laboz, for work at the site of the project. C1-1.21 SORETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible foz the entire and satisfactory fulfillment of the Contract and f oz any and all requirements as set forth in the Contract Documents and approved changes thereia. C1-1.22 THE WORE OR PROJECT: The completed wozk contemplated in aad covezed by the Contr�ct Documents, including but not limited to the f urnishing of all laboz, materials, tools, equipment, and incidentals necessazy to produce a completed and serviceable project. C1-1.23 WORRZN� DAY: 7� working day is�defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weathez or othez conditions not under the control of the Contractor permit the performaace of the principnl unit of work for a peziod of not less than seven (7) hours trEtween 7:00 a.m. and 6:00 p.m., with exception� as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: �► calendar day is any day of the week or month, no days beinq excepted. C1-1.25 LEGAL HOLIDAYS: Legal holiclays shall be observed as prescribed by the City Council of the City of FoFt Worth foz observance by City employees as follows: C1-1 (4) L ., � � faithful pezfcrmance of the contzact and include the f ollowing: a. Performance b. Payment Bond c. Maintenan�e d. Proposal or tc Bidders, Bond (see paragraph C3-3.7) (see pazagraph C3-3.7) Bond (see pazagraph C3-3.7) Bid Security (see Special Instructions Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the�formal signed aqreement between the Ownez and the Contractor covering the mutual understanding of the t�o contracting parties about the project to be completed undez the Contract Documents. C1-1.11 PLANS: The plans aze the drawings or reproductions �, theretrom made by the Ownez's representative showinq in detail ; the location, dimension and position of the various elements "'� of the project, including 6uch profiles, typical crosa-sections, layout diagra.ms, wozking drawinqs, pzeliminnry �!1 drawings and such supplemental drawings as the Owner mny issue �, to clazify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner. The � plans are usually bound separately fzom othez parts of the � Contzact Documents, but they are a part of the Contract Documents just as though �.hey were bound thereia. � �i � ;� � � C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corporation, authorized and chartered undez the Texas State Statutes, actinq by And thzough its goaezning body or its City Manger, each of which is required by chartez to perform specific duties. Responsibility for final enforcement of Coatracts involvinq the City of Port Worth is by Chaztez vested ia the City I�aaagez. �he term� City and Ownez are synonymous. C1-1.13 CITY COpNCIy: Th� duly elected and qualified governing body of the.Clty of Fort Worth, Texas. C1-1.14 MAYOR: The officiallp elected Mayoz, or in his absence, the Mayoz Pro tem of the City of Fort Worth, Texas. � C1-1.15 CITY MANAGER: The officially appointed and authorized - City Manager oi the City of Fort Worth, Te=as, oz his duly � authorized representative. � _ C1-1.16 CITY �TTORNEY: The officially appointed City Attorney � of the City o�ort Worth, Texas, or his duly authorized � representative. - � _� C1-1 i3) .� � � �� i. 2. 3. 4. 5. 6. �. 8. 9. New Yeaz'e Dny � January 1 M. I,. Ring, Jr. Bizthday. Third �londay in January Memorial Day Last Monday in t�say Independence Day July 4 Labor Day First Monday in September Thanksgiving Day Fourth Thuzsday in November Thanksgiving Friday Fourth Friday in November � Christmas Day December 25 Such other days in lieu of holidays as the City Council may determine When cne 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 follcwing Monday, by those employees wozking on workinq day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBREVZATIONS: Wberever the abbreviations defined herein appear in Contz�act Documents, the intent and meaninq shall be as follo�s: AASHTO - American Association of t�fGD - Million Gallons Pez State BighWay Transportation Day Officials ASCE - Ameriean Society of Civil CFS - Cubie Foot pez Engineers Secoad LAW - In Accordance With ASTM - American Society of Mia. -!�linimum Testing Materials Mono.- I�lonolithic AWWA - Aa►erican Water Works : - Percentum Association R - Radius ASA - Amezican Standardc Associatioa I.D. - Incide Diameter HI - Hydzaulic Institute O.D. - Outside Diameter Asph. - Asphalt Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centiqrade CI - Cast Iron In. - Snch CL - Center Line . �t. - Foot GI - Galvanized Iron St. - Street Lin. - Linear or Lineal CY - Cubic Yard lb. - Pound Yd. - Yard AiB - Manhole SY - Square Yazd Max. - Alaximum L.F. - Lineaz Foct D.I. - Ductile 2zoa Cl-1 t5) C1-1.27 CAANGE ORDER: A"Change Ozdez" is a wzitten supplemental agreement between the Owner and the Contractor covering some added or deducted item or fentuze which may be found necessary and whieh wns not specifically included in the acope of the pzoject on which bids were submitted. Znczease in unit quantities stated in the proposal aze not the subject matter of a Change Ozder unless the increase or decrease is more than 25i of the amount of the particular item or items in the original proposal. All •Chnnge Orders• shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 p VFD STREETS AND ALLEYS: � paved street or alley shall be �e�ined as a street or alley having one of the f ollowinq types of wearinq suzface� applied ovez the natural unimpzoved surface: 1. �,ny type of asphaltic concrete pith or Mitbont separate base material. 2. Any type of asphalt surface tzeatment, not including an oile8 suzface, Mitb or vithout sepazat� bnse matezial. 3. Bzick, with or without separate base material. 4. Conczete, with or without separate base matezial. 5. Aay combination of the above. C1-1.29 IINPAVED STREETS OR ALLEYS: l�►n unpaved street, alley, roadway oz other surtace is any area except tho�e defiaed above for •Paved Streets and Alleys.• C1-1.30 CITY ST�EETS: 71 city ztreet i� defined as that area between the riqh of-vay lines as the stzeet is dedicated. C1-1.31 ROADWAY: parallel lines two (4' ) feet back of exists. The roadvay is def ined as the area between ( 2' ). f eet bnck of the cuzb 1 ines or f our the average edge oi pavement �+t�ere no curb C1-1.32 GRAVEL STREET: A qravel street is any unpaved street to which has been added one or more applications of qravel oz .similar material other than the natural material found on the street surface befoze any i�pzovement was made. C1-1 (6) fcrms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Cont�actor foz only the actual quantities of work performed or materials fuznished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and matezials to be furnished may be increased or decreased as hereinafter provided, without in any Way invalidating the unit prices bid or any other requirements of the Contract Documents. C2'2.3 EXAMZNATIQN �P �ONTRACT D�CUMENTS AND SITE OF PROJE�T Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Ownez will furnish. All additional information and data which the owaer will supply after pzomulgation of the formal contract documents shall be issued in the f orm of �ritten addenda and shall beco�e part of the Contract Documents just as though such addenda were actually arittes� into the oriqinal Contract Documents. Bidders are required, prior to the filing of pzoposal, to read and become familiaz with the Contract Documents, to visit the site of the pzoject and examine cazefully all local conditions, to iaform themselves by their own in�ependent research and investigations, tests, boring, and by such other means as caay be necessary to gain a complete knowledge of the conditions which vill be encountezed during the construction of tbe project. They must judge foZ themselves the difficultie� of the work and all attendinq cizcumstances affecting the cost of doi�g the work or the time requi;ed f or its completion, and obtain all informatioa ze�uired to make an intelligeat propo�al. No informa�ion qiven by the OWner or any representati�ve of the Owner other than that contained in the Contract Documentt and officially proeaulqated addeadn thereto, zhall be bindiaq upon the Oar�er. Bidders sball re2y exclusively and solely upon theiz own estimates, investiqation, researeh, tests, explorations, and other data which are necessary foz full anS complete information upoa which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-f acie evidence that the bidder has made the investigations, examinations and�tests herein required. Claims for additional compensation due to variations between conditions actually encountered in construction and as indicated in the Coatract Documents will not be allowed. The logs of Soil Borings, if any, shoKinq on the �lans are for general information only and may not be correct. Neither the C2-2(2) i�" � SECTION C - GENERAL CONDITZONS C2-2 INTERPRETATION AND PREPARATION OF PR�POSAL 1� � � SECTION C2-2 IIr'TERPPETATION AND PREPARATION OF PROPOSAL C2-2.1 ROPOSAL FORM: The Owner will furnish bidders with proposa � torm, Which�will contain aa itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal f orm will state the Bidder's general understanding of the pzoject to be completed, pzovide a space f or f urnishing the amount of bid security, and 6tate the bnsis foz entezinq into a formal contract. The OWnez Will furnish fozms for the Bidder's "Experience Record,• "Equipment Schedule," and "Pinancial Statement,• all of vhich must be propezly executed and filed with the Dizector of the City Wnter Department one week prioz to the houz for openinq of bids. « The financial statement zequired shall have beea 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 pzepared as to reflect the curzeat financial status. This statement must be current and not more tban one (1) yeaz old. � In the case that a biddinq date falls within the time a new statement is beiag prepared, the previous statement shall be • updated by pzoper verification. I,iquid assets in the amount �*� of ten (108 ) percent of the estimated project cost �vill be � required. �� Foz an experience record to be consi�ezed to be acceptable for a qiven project, it must zeflect the expezience of the firm � seekinq qualification in Mork of both the same nature and maqnitude as that of the project foz whicb bid� are to be �" zeceived, and such expezience must have been on pzojects �r completed not more than five (5) yeazs prioz to the date on which aze to be received. The Dizectoz of the Watez �� department shall be sole judge as to the acceptability of experience foz qualification to bid oa any Fott Worth Water Department project. � The pzospective bidder shal2 achedule the equipme�t he has available f oz the project and state that he will zent such � additional equipment as may be required to complete the � project on which he submits a bid. C2-2.2 INTERP�ETATION OF �IIANTITZE$s The quantities of vozk and materials o be furnished as may be listed in the propcsnl �t C2-2(1) C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considezed unless it is delivered, a�ccompanied by its pzoper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders.• It is the 8iddez's sole responsibility to deliver the proposal at the proper time to the proper place. The mere fact that a proposal was dispatched will not be eonsidered. The Bidder must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the na.me or description of the project as designated in the •Notice to Bidders.• The envelope shall be addressed to the City Manager, City Hall, Fort Warth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed Kith the City Manager cnnnot be witHdzawn prior to the time �et f or opening proposals. �i request for non-considezation of a proposal must be made in wzitinq, addressed to the City Managez, and filed with him prior to the time set foz the openinq of proposals. After all pzoposals not requested for non-consideration are opened and publicly read aloud, the proposals for vhich non-consideration requestr have been properly filed may, at the option of the O:�nez, be returned unopened. C2-2.9 TELEGRAPHIC MODI�ICATION OF PROPOSALS: Any biddet may modify his proposal by Le eqraphic communica�ion at any time prior to the time set for opeainq proposals, provided such telegraphic communication i� zeceived by the City Managez prior to the said proposal opening time, and provided furthez, that the Citp Manaqer is satisfied that a vritten and duly authenticated confirmation of such teleqraphic communicntion over the signature of tbe bidder Na� mailed prior to the proposal opening time. Sf auch confirmation is not zeceived within forty-eight (48) bours after tbe proposal opening time, no further consideration vill be qivea to the proposal. C2-2.1 0 POBLIC OPENING OF PROPOSALs Proposals which have been properly iiled and for Nhich no "`Non-considezatioa Request" has been received Will be publicly opeaed and read aloud by the City Manager or his authorize3 representative at the time and place indicated ia the •Notice to Bidderc.• All proposals which have been opened and zead vill remaia on file with the Owner until the contzact has been awarded. �idders or their authorized representatives are iavited to be present f or the openinq of bids. C2-2.11 ZRRE�ULAR PR��OSALS: Proposals sball be considered as being Irregu ar it ey show any omissions, alterations of form, additions, or conditions not called for, unnuthorized alternate bids, or irregularfties of any kind. Eowever, the C2-2(4) �.. r� �� '- �wner nor the Engineer guarantee that the data shown is �� representative cf conditions which actually exist. � �2-2.4 SUBMITTING OF PROPOSAL: The Biddez shall submit his '� �, Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, written in ink in both words and numerals, for which he �' proposes to do the work contemplated oz furnishe the materials , required. All such pzices shall be written legibly. In case of discrepancy between the pzice written in wozds and the price written in numernls, the price most advantageous to the �� Cit shall ,, Y govern. �„� If a pzopcsal is submitted by an individual, his cz hez name � must be signed by him (her) or his (hez) duly authorized aqent. If a pzoposal is submitted by a fizm, association, or partnership, tbe name and addzess of each membez must be .' given, and the proposal must be signed by a membez of the firm, nssociaticn, oz partnership, or by a person duly authorized. If a pzoposal it submitted by a company or � �corporation, the company or corporate name and busiaess " address must be given, and the proposal signed by an offieial �' or duly �uthorized agent� The corpozate seal must be affixed. Povez of Attorney euthorizing agents or others to sfgn �^ proposal must be properly certified and muat be ia wzitiag aad � submitted with the proposa2. "'1 � �� C2-2.5 REJECTION OP PROPOSALS: Pzoposals may be rejected if they show any alteration ot Nords oz figures, additions not called for, conditioaal or uncalled foz alternate bids, incomplete bids, ezasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered af tez the official time designated f or receipt of pzoposal shall be returned to the Siddez unopened. C2-2.6 BID SECVRZTY; po proposnl vill be considered unless it is accompanied by a�"Proposal Secuzity" of tbe charactez and in the amount indicated ia the "Notice to Bidders• and the "Propcsal." The Bid Security is requized by the Ownez as evidence of good faith ca the part of the Biddez, and by way of a guazanty that if aWarded the contract, the Bidder will within the required time execute a formal contract anc9 furnish the required performance nnd other bondt. The bid security of the three lowest bidders will be retained until the contract is awarded oz other,disposition is made thezeof. The bid security of all other bidders may be zetnrned promptly after the canvass of bids. C2-213) �-a f� � � ■ �-� . �� Owner reserves the right to waive any and all irregulnrities and to make the award of the contract to the best intezest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. C2-2.12 DIS�UALIFICATION OF BIDDERS: Bidders may be disgualified and theiz proposals not con�idered for any of, but not limited to, the following reason: a. b. c. d. e. f. 9• h. Reasons for believing thnt collusion exists among bidders. Reasonable gzounds for believing that any bidder is intezested in more than one proposal for wozk contemplated. The bidder being ir,terested in any litigation against the Owner or where the Owner mny have a claim against or be engaged in litigation against the bidder. The bidder beinq in arzears on any existing contzact or having defaulted on a previous contzact. The biddez having performed a prioz contzact in an unsatis�actory manner. Lack of competency as zevealed by the financial sta�ement� �xnezi�n�P zecord, �ouipmen� ��hedule, ana �ueh iaquiries as the Owner may see fit to make. Dncompleted Wozk which, in the judqment of the Ownez, will prevent or hinder the prompt completion of additional work if awarded. The biddez not filing with the Owner, one week in advance of the houz of the opening of proposals the following: 1. Finaacial Statement showing the financial condition of the bidder as specified in Part "A' - Special Znstzuctions. 2. A current ezperience recorcl showinq especially the pzoject6 of a aature similar to the one under considezation, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for u�e on the project. The Bid Proposal of a bidder who, in the judqment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2(5) ■: The Contrnctor shall post the required notice to that effect on the project site, and, at his r�quest, will be pzovided assistance by the City of Fort �orth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractoz. Appropziate notices may be acquired from the Equal Employment Officer. C3-3.4 WSTHDRAWAL OF PROPOSALS: After a pzoposal has been read by the Owner it cannot be withdrawn by the Bidder within f orty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner zeserves the riqht to withholdfinal action on ttie proposals f oz a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will aA award be made until af ter iavestigations have bee� made as to the responsibility of tbe proposed awardee... The award �f the contract, if an award is made, will be to the lowest and best zesponsible bidder. The award of the contract shall not become effectfve until the Owner has aotified the Contractoz ia rrzitinq of such award. C3-3.6 RETIIRN OP PROPQS� SECIIR TZES: !►s aooa as proposed price totals hnve been determined �oz compazfson of bids, the Own er may, at its disczetion, return the proposal security whicb accompanied the propoaals vhich, in ita judgment, would not be considered for tbe avazd. l�ll other proposal securities, usually those of the thzee loweat bidders, vill be z etained by the Owner nntil the reqnired contract haa been executed and bond fuznished or the Ownez ha� otherwise disposed of the bids, aftez vhich they vill be retuzned by the City Secretary. C3-3.7 BONDS: With the e:ecution and delivery of the Contraet Documents, the Contractor shall fuznish to, and f ile vith the Ownez in the amounts hezeia required, the following bonda: a. PERFORMANCE BONDs l� qood aad sufficient performaace boad ia an amount aot less thaa 100 percent of the amount of the contract, as evidenced by the proposal tabnlation or otherwise, guaranteeinq the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reasoa of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This performance C3-3 (2) �� 1 �+ � PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS � SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSZD RATION OF PROP�SALS: Aftez pzoposals have been �� .- opened and zea� aloud the �, , proposals will be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such fotmulas or othez �' 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 pzoducts of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted a.mounts a6 may entez into the cost of the completed pzoject will be considered as the amount of the bid. Until the aWard of the contract is made by the Ownet, the zight Will be reserved to reject any or all pzoposals and waive technicalities, to re-advertise foz new propoBals, or to proceeci with t;�e work in any manner as maybe considered f or the best interest of the Owner. f'�� C3-3.2 MZNORITY BDSINESS ENTERPRISE/i90MEN-�WNED �DS�NESS ENTERpRISE COMPLIANCE: Contractoz agrces to provide o wner, upon request, complete and accurate informatioa regarding actual work performed by a Minority Business Enterpzise (MBE) and or a a Woman-opned Business Enterpzise (iPBE) oa the contract and the payment therefor. Contractoz further agzees, upoa zequest by Ownez, to allov and andit and/or an examination of any books, zecozds, or files in the possession of Contractor that will substantiate the actual work performeci by the MBE oz WBE. Any matezial misrepzeBentation of any nature will be grounds for termination of the contract and for initiating any action under appropziate f edezal, state or local laws and ozdinances zelatinq to false statements; furthez, any such misrepre8entntion may be qrounds for disqualification of Contzactor at Orner's diaczetion for bidding on future Contracts with the Owaer foz a perio8 of time of not less than siz (6)�months. C3-3.3 EQUAL EMPLOYMENT PROVISZONy : The Contractor shall comply with Cuzrent �ity Ordinance pzoh�ibfting discrimination in employment practices. C3-3 (1) new suzety satisfactory to the Owr�er. No payment will be made uader the conLract until the new surety or sureties, as required, have qualified and have beea accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until appzoval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and leqality by the City Attorney, and executed for the Owner by eithez the Mayor or City Manager. C3-3 . 9 F�47 TTR , T� EXECDTE CONTRACT: The failuze of the .�...�_...� Awardee to execute the requized bond or bondr or to tiqn the required contract withia ten (10) days aftez the contract is awarded shall be considered by the Owner as an abandonment of hic proposal, and the OWaer may annul the 7�Wazd. By reason of the uncertainty of the market pzice� of material and labor, and it beiag impraeticable and difficult to accuzately determine the amount of damages occuzi�q to the Owner by reason of said awardee's failuze to execute said bonds and coatract Mithin ten (10) days, the proposal security accompanyinq the proposa� �hall be the aqreed amount of dam.ages which Ownez will suffer by reason of aucb f ailure on the part of the Awardee and shall thereupon immediately be iorfeited to the Oaaer. The filinq of a proposal Mill be considered as an acceptance of thia provision by the Biddez. C3-3.10 BEGINNING WOR1C: The Co�tractor �hall not commence work until aut�ozized�in.vrfting to do �o by the Owner. Sbould the Contractor fail to commence ti►ork at the �ite of the project within the time stipnlated in tbe vritteA authorization usuallp termed the •Work Ozder' or "Proceed Order•, it is agreed that the Surety Company vill, vithin ten t10) days after the commencement date set fortb in such written authorization, commence the pbysical execution of the _ontract. :3-3.11 INSIIRANCE: The Contractor �hall not commence vork ander this contract until be has obtained all the ia�urance :equired under the Contract Documents, and aucb iaaurance has �eea approved by the Owner. The prime Contractor ahall be -esponsible for delivering to the Owaer the Qub-contractor�' C3-3 ( 4 ) � � . a bond shall guarantee the payment foz all laboz, materials, equipment, supplies, aad services used in the construction of the work, and shall zemain in full force and effect until provisions as above stipulated aze accomplished and final payment is made on the project by the City. b. MAZNTENANCE BOND: A good and sufficient maintenance bond, in the amount of not les6 than 100 percent of the amount of the contract, as evidenced by the pzoposal tabulation or otherwis�, guaranteeinq the pzompt, full nnd faithful pezformance of the general guaranty which is set forth in parngraph CB-6.10. c. PAYMENT BOND: A.good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposnl tabulation or otherwise, guaranteeinq the pzompt, f ull and f aithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Act6 56th Leqislature, Regular Session, 1959, effective April 27, 1459, and/or the latest version thereof, sup�lying la�or �n3 materia�s ir �he prc��e�ution of the Kozk pzovided for in the contract being constzucted under these specifications. Payment Bond shall zemain in force until all payments as above stipulated are made. L� � , '1 � d. OTHER BONDS: Such othez bonds as may be required by these Contract Documents shall be furnished by the Contractor. N o sureties will be accepted by the Ownez which are at the time in default or delinquent on any bonds oz whicb az.e interested in any litigation against the ov►ner. �11 bonds shall be made on the forms furnished by the Owner and shall be executed by an appzoved surety compnay doing business in the City of Fort worth, Texns, an� which is acceptable to the ownez. In ozder to be acceptable, the name of tbe suzety shall be included on the current �.5. Treasury list of acceptable sureties, and the amount of b�ond writte� by any one a�ceptable company shall not exceed the amcunt shoWn on the Treasury list for that company. Each bond shall be propezly executed by both the Contractor and 8urety Company. S hould any surety on the contract be determined unsatisfactory at any time by the Otimer, notice will be given the Contractor to that effect and the Contrnctor shall immediately provide a C3-3 (3) ,' .� 5. Builder's risk (where above- round �tructures ': are involved). " � 6. Contractua�l Liability (covers all indemnification requizements of Contract). . d. ADTOMOBiLE SNSURAt�jrF - R,nDiLY iNJIIRY AND P�OPER�7t DAMAGE: The Contractor shall procure and maintain, "�" durinq t he life of this Contzact, Comprehensive ,,,g Automobile I,iability insuzance in an ainount not + less than 5250,000 for injuries iacludinq � accidental death to any one�person and subject to the same limit for each persoo an amount not less thaa S500,000 oa account of one accident, and auto�nobile property clamage insurance ia an amount ' not less than S100,000. � , e. BCOPE OF ZNSURANCE AND SPECIAL HAZARDs The insurance required under the above paraqrapbs ahall provide adequate proteetioa for the Contractor and his sub-contraetorr, zespectively, aqainst damaqe �laimz whicb may arise from operatio�s under this contzact, whether �uch operations be by the ia�uzed or by anyone dizectlp or indirectlp employed by him, an3 also against any of the f ollorinq �peeial hazazds Nhich may be encountered in the performance of the Contract. ,� f. PROOF OF CARRIAGE OF ZNSj� RANCE: Tbe Coatzactor � shall furnish the Owner with sati�afactory proof of coveraqe by fnsuzance zeqnized ia these Contract � Documents in amount� and by carriers sntisf actory to the Owner. (Sample attacbed.) All insuzance zequirements made upon the Contractor sball apply '`� to the tub-contzactor, sbould the Prime .� Contractoz's insurance not cover tbe sub-contractor's vork operatioc�s. �� g. LOCAL AGENT FOR INSIIRANCE AND Bp��Zp�: The � insurance and bonding compaaies Mi M om the � Contractor's in6urance and performance, payment, maintenance and all sucb other bonds are rrittea �' shall be represented by an agent or aqents havinq . an office located �vithin the city limita of the C3-3 ( 6 ) ,y„ � � l� ' certificate of insuzance for appzoval. The pzime contractor ' shall indicate on the certificate of insurance included in the documents for execution whethez or not his insurance ccvers �`�' sub-contractors. It is the intention of the Owner that the a insurance coverage zequired herein shall include the coverage of all sub-contractors. �� a. COMPENSATION INSURANCE: The Contractor 6ha11 maintain, during the life of this contract, Wozkers' Compensation Insurance on all of his t employees to be engaged in wozk on the project � undez this contrnct, and for all sub-contractors. In case any class of elnployees engaged in hazardous �"'� work on the project under this contract is not , pzotected under the workers' CompensatioA Statute, the Contractoz shnll provide adequate employer's � general linbility insuzance for the protection of �� such of his employees not so protected. . . b. COMPRE�ENSIVE GENERAL ZIABILITY IN�II�tANCE: The �„' Contrac or shall pzocure and shall ma n�.ain duzing � the life of this contract Contz.actor'6 . Comprehensive General S.iability Icsuraace (Public � Liability and Propezty Damaqe Insurnace) in an �� amcunt not less than 5�00,000 covering each '� - occurrence on account of bodily injuzy,.iacluding death, and in an amount not less than $500,000 11 covering each occuzrence on acccunt of property damage with �2,000,000 umbrelln policy coveraqe. �'� c. ADDITIONAI, LIABILITY: The Contractor shall � fuznish insuraace as reparate policies oz by additional endorsement to one of the ' above-mentioned policies, and ia the amount as set � f orth f or public liability and property damage,. the following insuraace: � i, 1. Coatingent I.iability (covers :Gene�ral Contractor's I,iability for acts of sub-contractors). 2. Blastiag, pzior.to any blasting beinq�done. �' 3. Collapse of buildings or structuzes adjacent to excnvation (if excav¢tione aze to be . performed ad�acent to sameS. � ^ i 4. Damage to underqrounS utilities for�S500,000. C3-3 ( 5 ) .1 matter associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for administration of the work under the Contract shall be maintained until all business transactions executed as part of the Cantract are co�plete. Should the Contractor's principal base of operations be othez than in the Fort Worth-Dallas metropolitan area, notification of the Contractor's assignment of local authority shall be made fn writing to the Engineer in advance of any work on the project, all appropziately signed and sealed, as appZicable, by the Contractor's responsible officets with the understanding that this wzitten assignment of authozity to a local representative shall become part of the project Contract as though bound directly into the project documents. The intent of these requirements is that all matters associated with the Contractor's administration, Mhether it be oziented in furthezing the Work, oz othez, be governed direct by local authozity. This same requizement is imposed on insurance and suzety coverage. Should the Contractoz's local zepzesentative Fail to perf orm to the satisfaction of Engineer, the Engineez, at his sole disczetion, may demand that such local representative be replaced and the Engineer may, at his sole disczetion, stop all Mork until a nep local authority satisfactory to the Engineer is assiqned. No credit of working time will be for periods in vhich vozk stoppaqes are in effect for this reason. C3-3.15 VENOE: Venue of any action hereinundez thall be exclusively in Tarzant County, Texas. C3-3 (8) c� � City of Fort Worth, Tarrant County, Texas.� Each � such agent shall be a duly qualified, one upon whom ' service of process may be had, and must have ' suthority and power to act an behalf of the insurance and/or bonding company to negotinte and �' settle with the City of FozL Worth, or any other claimant, �ny claims that the City of Fort Worth or othez claimant or any property ownez who has been � damaged, may have against the Contractor, �� insuzance, and/or bonding company. If the locnl � insuznnce representative is not so empowered by the � insurance or bonding companies, then such authozity �� ust be vested in a local agent o= claims officer residing in the Metzoplex, the Fort worth-Dallas � area. The name of the agent oz agents shall be set ,� forth on all of such bonds and ceztificates of insurance. C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Cantractor shall pay foz all matezials, lebor and services when due. ,� C3-3.13 WEERLY PAYROLL: A certified copy of each payroll � co•��ring p��ment of wages to �11 pers�n engaged in wozk on the project at the site of the pzoject shall be furnished to the ��1 Owner's representative within seven (7) days af tez the close � of each payroll period. A copy oz copies of the applicable minimum wage rates as set fcrth in the Contract Documents , shall be kept posted in a conspicuous place at the site of the � pzoject at all Limes duzing the cource of the Ccntract. � Copies of the wage rates will be furnished the Contractoz, by the Owner; howevez, postinq and protection of the wage rates ,� shall be the zesponsibility of the Contractor. � C3-3.14 CONTRACTOR'S CONTRACT ADMINIS� TION: Any Contzactor, whether a p�rson, persons, partnershio, company, firm, `� association, corporation cz other who is approved to do � business with and enters into a contract with the City foz ccnstruction of water and/or sanitary sewer facilities, will ��have or shall establish a fully opezational business office , within the Fort Worth-Dallas metropolitan area. The Contractoz shall charge, delegate, or assign this office tor �� he may delegate his Project Supezintendent) with full authozity to transact all business actions zequized in the � oerfoz�ance of the Contract. This local authoz.ity shall be � made responsible to act foz the Contzactor in all mntters � pertaining.to the work governed by the Contract whether it be � administrative or otherwise and as euch shall be empowered, � thus delegated anc dirscted, to settle all material, labor oz '� other expenditures, all claims against the work oz any other � i � t C3-3 (7) wniving or invalidating any conditions or provisions of the Contract Documents. Variations in quantities of sanitary sewer pipes in depth categories, shall be interpr�ted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the various depth categories. C4-4.4 ALTERATION OF CO�� CT DOC�I�NT$, : By Change Order, the Owner reserves the right to iaake such change� in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insuze completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considere3 az waiving or invalidating any condition or provision of the Contzact Documents. C4-4.5 EXTRA WOR�: Additional �ork made necessary by chanqes and alterations oi�the Cont:act Documentr or of quantities oz for other reasons for vhich no pzices aze pzovided ia the Contract Documents, shall be defined as "Extra Wozk" and shall be performed by the Contractor in accordance with these Contzact Documents or epproved edditions thereto; provided, however, that before any extra ti+ork is begun a•Change Ordez" shall be executed or written order issued by the Owner to do t he work f or payments or credits as shall be determined by one or more combination of the folloxing methods: a. b. Dnit bid price previously approved. An agreed lump sum. c. The actual reasoaable cost of (1) labor, (2) rental of equipment used on the extra vork for the time so used at Associated General Contractor� of Amezica current equipmeet rental rates= (3) materials enterinq permanently into the project, and (4) actual cost of insuzance, bonds, and social security as determiaed by the Owner, plus a fixed fee to be agreed upon but aot to exceed 10: of the actual cost of such extra work. The fized fee is not to include any additional profit to the Contractor foz rental of equipment owned by him and used for the eztra work. The fee sball be f ull and complete compensation to cover the cost of superinteadence, overhead, other profit, general and all other expense not included in (1), t2), (3), and (4) above. Tbe Coetractor shall keep accurate cost records on the form and in the method C4-4 (2) 'i1 � � � II ' � � , PART C - GENERAL CONDITIONS C4-4 SCOPE OF W�RR SECTION C4-4 SCOPE OF WORR C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract Documei�ts to pzovide for a complete, useful project which the Contractoz undertakes to construct oz furnish, all in full compliance with the requizements and intent of the Contract Documents. It is definitely understood that the Contractoz shall da all work as provided f oz in the Contract Documents, shall do all extra or special Wozk as may be considered by the Owner as necessary to complete the project in n 6atisfactory and acceptable mannez. The Contractoz shall, unless othezwise specifically stated in these Contrnct Documents, furnish all labor, tools, matezials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPEC AL PROVISIONS: Should any Work or cgnditions � which aze no� thoraughly and satisfactorily stipulated oz � cov�r�� by r�r�ral oz Sp��al Conditio�� o€ �hes� �o�tract Documents be anticipated, oz should there be any additional � proposed Work which is not covered by these Contract �� Documents, then •Special Pzovisions' covering all such work will be prepared by the ONnez pzevious to the time of receiving bids or proposals for such work and furnished to the � Bidder in the form of Addenda. All such •Special Provisions" shall be considezed to be a part of the Contract Documents just as though they were oriqinally written thereia. � � C� � � � � � � C4-4.3 INCREASED OR DECREASED �IIANT��IES: The Owner reserves the right �o alter the quantities oi e work to be pezformed or to extend oz shorten the improvements at any time when and as found to be necessarp, and the Contzactor shall perf ozm the work as altered, increased or decreased at tbe unit pzices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item oz items. Whea such changes increase or decrease the oziginal quantity of any item or items of �vork to be done or matezials to be furnished by the 25 percent or more, then either party to the contract shall npon vzitten iequest to the other party be entitled to a revised consideration upoA that portioa of the Work above or belo�v the 25 percent of the oriqinal quantity stated in the proposal; such revised consiaeration to be determined by special agzeement or ae hereinafter pzov�ded for "Extra work.' No allowaace �rill be ma8e for aay changes in anticipated pzofits nor shall such changes be �onsidered as C4-4 (1) � shall be pzesented also a composite graph showing the anticipated progress of construction with the time beinq :lotted horizontally and the percenta�e of completion plotted �ertically. The progress charts sha21 be prepared on 8-1/2" x 11" sheets and at least five black or blue line prints shall be furnished to the Owner. C4-4.7 PROGR�SS SrHEDOLES FOR WATER AND SEW�,R PLANT FACILITIES: Wit�in�ten (10) days prioz to submission of� first monthly progress payment, the Contractor shall prepare ana submit to the Owner for approval six copies of the schedule in which the Contractor proposes to carry on the Work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated date6 for completing the same. The schedule shall be in the form of a time schedule Critical Path yethod �CPM) network diagram. As the wozk progresses, the Contractor shall enter on the dia3ram the actual progress at the end of each partial paymeAt period or at such intervals as directed by the Engineez. The Contractor shall also revise the schedule to reflect any adjustments in contract time approved by the Enqineez. Three copies of the updated schedule shall be delivered at such iatervals as directed by the Owaer. As a minimum, the construction schedule �hall incorporate all work elements and activities indicated in the pzoposal and in the technicdl specifications. Prior to the final drafting of the detailed construction schedule, the Contractor shall zeview the draft schedule with the Engineez to ensure the Contractor's understandinq of the contract requirements. The following guidelines shall be adhered to in pseparinq the construction schedule: a. Milestone dates aad final project completion dates shall be developed to conform t� time constraiats, scquencing requiremeats and completion time. b. The constzuction process shall be divided into activities with time durations of appzoaimately f ourteen (14) days and constzuction values not to exceed 550,000. Fabricatioa, delivery and submittal activities are exception� to this quideline. C4-4 (�l :� � �-� I �� I� 1� .�. 1 � � 1� 1 "� � ' .� � 1� 1� -� suggzsted by Lhe Owner and shall give the Ownet access to all accounts, bills, vouchers, and records zelating to the Extra �ozk. No "Change Order" shall become e:fective until it has been approved and signed by each of the Contracting parties. No claim for Extra work of any kind will be allowed unless ordezed in wziting by the Owner. In case any crders or instructions, either oral or aritten, r�ppear to the Ccntzactor to involve Extza Wozk foz �hich he shculd receive compensntion, he shall make written request to the Engineer For written orders authorizing such Extra Work, prior to beginning such work. Should a diffezeace azise as tc wbaL does or does not constitute Extza wozk, or ns to the payment thezeof, and the Engineer insists upon its perfozmnnce, the Contractor shall pzoceed with the wozk after making Mrritten request for written ozders and shall keep an accuzate account of the actual reascnable eost thereof as provide8 under method (Item C). �laims for extza work will not be'paid unless the Contractor shall file his claim with the Ownez within five f5) days bef ore the time for maki�g the first estimat� aftez such work is done and unless the claim is supported by satisfactory vouchers and certified payrolls coverinq all labor and materials expeaded upon the said Extra Wozk. The Contzactor shall fnrnish the Owner such installntion records of all deviations fzom the original Contzact Documents as may be necessary to enable the Owner to prepaze for permanent record a corrected set of plaas showing the actual installation. The compensation agzeed upoa for 'extra work' whether or not iniitiated by a'change ordez' shall be a f ull, complete and f inal payment for all costs Contractor incurs as a rssult or relating to the change_oz extra Work, whether eaid costs are knewn, unknown, foreseen or unforeseen at that time, includi�g without limitation, any costs for delay, extended overhea3, zipple or impact cost, or any other effect oa changed or unchanged work as a result or the change or extra work. C4-4.6 SCHEDULE OF OPERATIONSz Before commencing any work under th�s contract, the Contractoz shnll submit to the Ownzr and zeceive the Ownez's approval thereof, a"Schedule af Operations," showing by a straiqht line anethod the date of commencing and finishinq each of the major elements of the contract. There shall be also showa the estimated monthly cost of work for which estimates ar� to be expected. Ther: C4-4 (3) � 9. Operational testing. 10. Final inspeetion. � ..� If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractoz shall take such � action as necessary to improve his progress. In addition, the Ownez may require the Contractor to submit a revised e� -' schedule demonstratinq his program and proposed plan to make up lag in scheduled pro�ress and to insure com�l�tion of the work within the contract time. Zf the Owner finds � the proposed plan not acceptable, he may requize the � Contractor to increase the work force, the construction plant and e�uipment, the number of wozk shifts or the avertime operations without additional cest to the Owner. �k� Fa:lure of the Contzactor to comply with these requirements shall be considcred grounds foz determination by the Owner that the Coatractoz is failinq to prosecute the work witb such diligence as will insure its completion within the time specified. . c._4 c6� � � ,� � � � � � r �� _� F"� �� f �". � ,a r� � c. Durations shall be in calendar days and normal holidays an3 weather conditions over the duration of the contract shall be accounted for within the duration of each activity. d. One czitical path shall be shown on the construction schedule. e. Float time is defined as the amount of time between the earliest start date and the latest start date of a chain of activities of the CPM construction schedule. Float time is not foz the exclusive use or benefit of eithez the Contractor or the Ownez. f. Thirty dnys shall be used for submittal review unless otherwise specified. The constructioa schedule shall as a minimum be divided into general cateqozies as indicated in the Pzoposal and Technical Specifications and each general category sball be broken down iato activities in enough detail to achieve activities of approximately fourteen'(14) days duration. For each general cntegory, the ccnstruction schedule shall identify all trades oz subcontracts �hose work is zepzesented by activities that follow the guidelines of this Section. For each of the trades oz subcontracts, the constzuction schedule shall indicate the following procurements, construction an8 preacceptance activities and events in their lagical sequence fer equipment and materials. 1. 2. 3. Preparation and transmittal of submittals. Submittal review periods. Shop fabzication and delivery. 4. Erection oz instnllation. �� 5. �� 6. 7. �� 6 �� ►� Transmittal of manufacturer's operation and maintenance instruction6. Installed equipment and matsrials testing. Owner's operator instzuction (if applicable). Final inspection. C4-4 t5) CS-5.3 COORDINATSON 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 zequizements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figuzed dimension shall govern over scaled dimensions, plans shnll qovern over �pecifications, special conditions shall govern over qeneral �-onditions and standard specifications, and quantities shown oa the plans shall qovern over those shown in the proposal. The Contractor 6hall not take advantage of any appazent error or omission in the Contzact Documents, and the OWner shall be permitted to mnke sucb correctioas or interpretations as may be deemed necessary for the fulfillment of the intent of the Con tract Documents. Ia the event the Contractor discovers an apparent erzor oz di�czepasacy, he shall immediately call this conditio� to the attention of the Enqineez. ia the event of a conflict ia the drawinqs, rpecifications, or othez portions of the Contract Dccuments which were aot reported pzior to the aWard of Contznct, the Contractor shall be deemed to have qaoted the most expensive zesolution of the conflict. CS-5.4 COOPERATION OF C�NTRACTOR: Tbe Contractor will be f urnished with thzee sets of the Contzact Documents nnd shall ha ve available on the site of the project at all timez one set of such Contract Docuatients. The Contract shall qive to the wczk the coastant attention necessary to facilitate the pzogreca thereof and chall cooperate witb the Engineer, bia inspectcr, and other Contractors ia every possible Way. The Contractoz chall at all times have competent personnel available to tbe project 6ite foz propez performaace of the work. The Contractor Qhall provide and maintain at all timea at the site of the project a competent, Englisb-rpeakiag superintendent and aa assistant who are fully autborized to act as the Contractor's aqent on tbe work. Sucb superintendent and his assistant shall be capable of zeadiag and understanding the Contract Documents and 6ha11 zeceive aad f ulfill instructions from the Ownez, the Enqiaeer, oz his authorized representative�. Purauant to thi� respoasibility of the Contractor, the Contractor shall �esiqnate ia xriting to the project superinteadeat, to act a� the Contractoz'� ag ent on the Work. Such assistant project superintendent shall be a resident of Tarrant County, Texas and shall be s ubject to call, as is tbe project Supezintendent, at a�y time of the day or night on any day of�the week on which the Engineer determines that circumstances require the presence on Lhe project site of a representative of the Contractor to CS-5 (2) r� � � PART C - GENERAL CONDITIONS CS-5 CONTROL OF WORR AND MATERIALS SECTION CS-5 CONTROL OF WORR AND MATERZALS s �� r� � r� ! r�t� � � �� ; CS-5.1 AIITHORITY OF EN IN ER: The work shall be pezformed to the satisfaction of the �ng�neer and in stziet compliance with the Contzact Documents. Ae shall decide all questions which arise as to the quality and acceptability of matezials furnished, work performed, zate of progress of the work, overall sequence of the construction, intezpzetation of the Contzact Documents, acceptable fulfillment of the contract, compensation, mutual zights between Contractor and Owner undez these Contract Documents, supervision of the work, zesumption of operations, and all other questions or dispute6 Nbich may arise. Engineer will not be responsible for Contractoz's means, methods, techniques, sequences or proceduzes of construction, oz the safety precaution and pzogzams inci8ent thereto, and he will not be zesponsible for Contzactor'a failuze to perform the work in accordance �vith the contzact documents. He shall determine the amount and qnality of the Mork completed and materials furni6hed, and his decision6 and estimates shall be finAl. Sis estimates in such event shall be a condition to tbe ziqht of the Contractoz to zeceive money due him undez the Contzact. Tbe Owner ahall have executive anthority to enforce and make effective 6ucb necessary decisions aad ozders as the Contractor fails to earry out pzomptly. In the event of any diapnte betweeA the Enqineer and Contractoz ovez the decieion of tbe Enqiaeez on any such matters, the Engineer must, vithin a r�easoaable time, upon wzitten zequest of the Contractor, zender and deliver to both the Owner and Contractor, a r►zitten decision on the matter in controversy. CS-5.2 CONFORMITY �PZTH PLANS: Tbe finished project in all cases shall confozm with li�nes, grades, crosa-section6, finish, and dimensions shown on tbe plans oz any othez requizements otherwi8e deaczibed in the Coatract Documents. Any deviation from the approved Contract Documents required by the Engineer duriag coastruction Mill in all cases be determined by the E�gineer and authorise8 by the Ovner by Change Ozder. CS-5 (1) LJ These stakes or markings shall be set sufficiently in advance of construction operations to avoid delay. Such stakes or markinq6 as may be established for the Contractor's use or guidance shall be pzeserved by the Contzactoz until he is authorized by the Engineer to remove them. Whenever, in the opinion of the Engineez, any stakes or markings have been careles�ly or willfully destroyed, disturbed, or zemoved by the Contractor oz any of his employees, the full cost of replacinq such stakes or marks plus 25i �ill be chazged agaiAst the Contractoz, and the full amount will be deducted from payment due the Contractor. CS-5.8 AOTHORZTY AND DIITIES OF CITY INSPECT RS: City Inspectors will aut4orized to�inspect all work �one and to be done and all materials furnished. S.uch inspection may extend to all or a�y part of the Wozk, and the preparation or manufacturinq of the materials to be used or equip�ent to be installed. A City Inspectoz may be stationed on the work to report to the Enqineez aa Lo the progress of the wozk and the manner in Whicb it is beinq performed, to zepor� aay evideace that the materials being furnf8hed or the work beiag performed by the Contractoz fails to fulfill the zequirements of the Contzact Documentr, and to call the attention of the Contractor to any such failure oz other infringemeats. Such inspection or lack of iaspection vill not zelieve the Contractor from any obliqation to perform the wozk in accordance with the requizements of the Contract Documents. In case of any dispute arisiag between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performinq the Mork, the City Inspector Mill have authority to reject materials or equipment to suspend work until the question at issue can be referred to and be d ecided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, az release any r equirement of tbese Contract Document�, nor to approve or accept any portion oz section of the vork, nor to issue any instructions contrary to the requiremento of�the Contract Documents. ee will ia no case act as superintendent or f oreman or,perform any other duties foz tbe Cootractor, or interfere with the management oz operation of the work. He pill not accept from the Contractor any co,apensatio� ia any iorm for performing any duties. The Coatractoz shall regard and obey the directions and instructions of the Citp Znapector or Engineer when the same are consistent Nith the obligatioar of the Contract Documents, pzovided, however, should the Contractor object to any orders oz instructioas of the City 2nspector, the Contractor may vithin �is days make written appeal to the Engineer for bis decision oa the matter in controversy. CS-5 (4) �. 1 I � �w I adequately provid 1�' traveling public or -* project extends or pzoject routing. �� I� e foz the safety or convenience of the the owners of property aczoss which the the safety of property contiguous to the The Contzactor shall provide all facilities to enable the Engineez and his inspector to examine and inspect the workmanship and materials entering into the wozk. C5-5.5 EMF.R�ENCY AND/OR RE�TIFICATION�WORR: When, in the opinion of�JLhe Owner oz Engineer, a condition of emezgency exists related to any part of the work, the Contrnctor, or the Contractor through his designaLed zepresentative, shall respond with dispatch to a verbal zequest made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occuz day or night, whethez the projeet is scheduled on a calendaz-day or on a wozking-day basis. �'� Should the Contractor fail to respond to a request from the � Engineer to rectify any disczepancies, omissions, or corrections necessary to conform with the requizements of th� �� project specifications or plans, the Engineer shall qive the :� Contractor wzitten notice that such vozk or changes aze to be performed. The written notice shall dizect attention to the discrepant condition and request the Contractor to take �� zemedial action to corzect the condition. In the event the Contzactoz does not take positive steps to fulfill this written request, or does not show just cause foz not taking �"� the proper action, Nithin 24 hourb, the City may take such ; remedial action with City forces or by ccntzact. The City . shall then deduct an amount equal to the entire costs for such �� remedial action, plus 25=, from any funds due the Contractoz on the project. � � i� �� C5-5.6 FIELD OFFICE: The Contractor shall pzoviae, at no extza compensaLion, an adequate field office foz use of the Engineer, if specifically called for. The field office shall be not less than 10 by 1< feet in floor area, substentinlly constructed,, well heated, air conditioned, lighted, ard weather-proof, sc that documents xill not be damaged by the elements. CS-5.7 CONSTRD�TION STA�CES: �The City, throuqh ita Engineer, will furnish t e�ontractoz with all lines, grades, and measurements necessazy to the pzoper prosecution anci control of the work contracted for under these Coatract Documents, and lines, grades and measurements will be established by means of stakes or other customazy method of marking as may be found consistent with good practice. CS-5 (3) i� :�ubstitute from that specified and indicating available maintenance service. No substitute shall be ozdered oz installed without the �rritten.approval of Engineer who will be the judge of the equalfty and may zequire Contractor to f urnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished nt Contractor's •expense. Contractor shall indemnify and hold harmless Owner and Engineer aad anyone directly or indirectly employed by either of them fzom and aqainst the claims, damages, losses and expenses (includinq attorneys fees) azising out of the use of substituted materials or equipment. CS-S.I, ,SA�PLES AND TESTS OR MA�� ALS: iPhere, in the opinion of the �nqineer, or as called for ln the Contract Documents, tests of materials or equipment are necessary, such test� will be made at the expense of and paid f oz direct to the testinq agency by the Owner unless otherwise specifically provided. :he failure of the Owaer to make any testc of materials ehall �e in no way zelieve the Contractor of hia responsibility of :urnishing materials aad eqaipment fully ccnforming to the zequirements of the Contract Docciments. Test: and sam�ling of materials, unless othezwi�e specified, will be made in accordance with the latest methods prescribed by the American Society foz Testing Materials or specif ic requizements of the Owner. The Contractoz �hall provide �uch facilities a� the Engineer may zequire foz collectinq and forwardinq samples and shall not, without specific written pezmissioa of the Engineer, use the materials repre�ented by the samples nntil tests have been made aad the materials approved for uBe. The Contractor will furaish adequate samples vithout chazqe to the Owner. In case of concrete, the aqgregatez, desiqn minimum, and the mixing and tzansporting equipment shall be approved by the Engineer befoze any conczete ii placed, and the Contactoz shall be zesponsible for replacing any concrete Mhich does not meet the requirements of the Contract Docum�nts. Tests shall be made at least 9 days pzior to the placing of concrete, using samples from the same aggreqate, cement, and mortar Mhich are to be used later in the concrete. Should the oource of supply change, new tests shall b� made prior to the use of the new materials. CS-5.13 STORAGE OF MI�TERIALSs All materials which used in the construction operation ahall be stoze insure the preservation of the quality and fitness of When directed by the Engineer, they shall be placed platf ozms or other hard, clean durablc eurfaces and are to be d so as to the Mork. on wooden not on the C5-5 (6) i ,� � � CS-5.9 INSPECTION: The Contzactor shall furnish the Engineer � with every reasonable facility for ascertaining whether or not � the work as performed is in accordance with the requirements of the Contract Documents. If�the Engineer so zequests, the � Contractor shall, at any time before acceptance of the work, � remove or uncover such portion of the f inished work as may be directed. After examination, the Contzactor shall restoze said portions of the work to the standard required by the � - Contract Documents. i� � � � Should the work exposed or examined pzove acceptable, the uncovering oz removing and replacinq of the covering oz making good of the parts removed shall be paid for as extza wozk, but should be wozk so exposed or examined prove to be unacceptable, the uncoverinq or removing and the replacing of all adjacent defective or damaged pazts shall be at the Contractor's expense. No vozk shall be done oz matezials used Without suitable supezvision oz inspection. C5-5.10 REMOVAL OF DEFE I� AND IINA HORIZED WOR1C: All vork, materials, oz equipmen��hich has �een rejected shall be remedied or removed aad replaced in an acceptable manner by the Contractoz at his ovn ezpense. Work dooe beyond the lines and gzades qiven or as shown on the plans, except as herein specifically provided, or'any Extra Wozk done �ithout Kritten authozity, will be considered as unanthozized and done at the expense of the Contzactor and �ill aot be paid f oz by the Ownez. Work so done may be ordezed zemoved at the Contractor's expense. Dpoa the failure on the pazt of the Contractor to comply witb any or8ez of the Engineer made under the provisions of thie paraqraph, the Enqineer Kill have the authozity to cause defective work to be zea►edied oz removed and replaced and unautharised wozk to be removed, and the cost thereof may be deducted fzom any money due or to become due to the Contractoz. Failure to require the zemoval of any def ective or unauthozized vork �hall not constitute acceptance of such works. � � CS-5.11 SDBSTITUTE MATERIALS OR Eg�IPMENT: Zf the i� Specitications, law, ordinance, codes oz requlations permit - Contzactoz to furnish oz use a substitute that is equal to any � material oz equipment specified, and if Contractor wishes to f urnish oz use a proposed substitute, be shall, prior to the '� preconstruction confereace, make written application to ENGINEER f or approvnl of such substitute certifying iA �rzitieg � that the proposed substitute will perform adequately the � f unctions called f oz by the general desiga, be similar and of equal substance to that specified and be suited to the same '1�!� use and capable of performing tbe same function as that ,� specified; and identifying all variations of the pzoposed ►� i � � CS-5 (5) 2. Notify each customer personally through responsible personnel as to time and schedule of the intezruption of theiz service, or 3• In the event that personal notification of a customez cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type shall say: "NOTICE" Due to Dtility Improvement in your neighborhood, your (water) tseWez) service will be inter- rupted on between the houra of and . This inconvenience vill be as short as possible. Thank yon, Contzactor b. Emetqency : iatcrruptioa immediate. Addre�s In tbe event that an unforeseen service occurs, aotice shall be as above,but Phone � CS-5.16 MIITOAL RESPONSIBILITY Of CONTRa►CTORS: If, throuqh actt or aeglect oa the part ot tbe Contractoz, anp other Contractor oz any snb-contractoz �hall suffer loss or damage on the work, the Coatractor aqrees to settle with �uch other Contractor or sub-contractor by agreement or arbitratioa. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleqed to have been sustained, the Owner will notify tbe Contractor, who shall indemnify aad save harmless the Owner against aay such claim. CS-5.17 CLEAN-IIP: Clean-up of surplus and/oz rraste materials accumulated on the job site during the prosecution of the vork under these Contract Documents ahall be accomplished in keeping wfth a daily routine ertablfshed to the the satisfaction of the Enqineer. Twenty-foara fours after written notice is qiven to the Contractor that the clean-up on the job site is pzoceedinq in a manner unsatisfactory to the E�gineer, if the Contractor fails to correct the CS-5 (8) gr ound, and shall be placed undez cover when dizected. Stored matezials shall be placed and located so as to facilitate prompt inspection. . �I � ■ ..� _� � CS-5.14 EXI�TING STRUCT RES AND UTILITIES: The location and dimensions s oWn on t�e P�ans relative to existing utilities are babed on the best information availnble. the inclusion of utility locations on the Planssis� n tr to be considered as the nonexistence of, or a de finite location of, existing undezground utilities. The location of mnny gas mains, water mains, conduits, sewer lines and service lines f or all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in their exact location. It is mutually agreed that such failure will not be considered sufficient basis foz claims for additional compensation for Extra Work or foz increasing the PaY quantities in any manaer whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of conbiderable magnitude or requizes the building of special works, provision foz 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 aad/or conflictinq utilities sufficiently in advance of eonstruction in order that he may negotiate such local adjustments as necessary in the construction process tc provide adequate clearances. The Contractor shall tdke all necessary precautions in order to protect all existing utilities, structures and service lines. Vezificntioe of existing utilities, structures and service lines shall include notification of all utility companie8 at least forty eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjuatmeat shall be �onsidered as subsidiary work. . . CS-5.15 INTERRUpTZON OF SERVICE; a. Normal Prosecution: Ia the normal prosectuion of wozk where the interruption of service is necessary, �Lhe Contractor, at least 24 hour� in advance, shall be requized to: 1. Notify the 34ater Departmeat's Distzibution Division as to location, time, and ach�dule of service iAterruptioa. . r � CS-5 ( 7 ) I� �, �1 . �M� � unsatisfactory pzocedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up ,� deficiencies cited to the Contractor in the written notice, and the costs of such direct a�ction, plus 258 of such costs, � shall be deducted from monies due oz to become due to the Contractor. Dpon the cosapletion of the project as a whole as covered by these Contzact Documents, and before final acceptance and final payment will be made, the Contractor shall clean and remove from the site of the project all surplu6 and discarded matezials, temporary structures, and debris of every kind. He shall leave the site of all Wozk in a neat nnd ozderly condition equal to that Which originally existed. Surplus and Waste matezials removed from the site of the wozk shall be disposed of at locations satisfactory to the Engineer. The Contractor shall thoroughly clean all equipment and matezials installed by him and shall deliver ovez such materials and equipment in a bzight, clean, polished and new appeazing condition. No extra compensation will be made to the Contractor for any clean-up required on the project. CS-5.18 FINAL INSPECTION: Whenevez the Work provided foz in and contemplated under�the Contract Documents has been satisf actorily completed and final cleanup performed, the Engineer will notify the proper officials of the Ownez and request that the Final inspection be ma3e. Such inspection will be made �ithin 10 days after such notification. After such final inspection, if the Work and materials and equipment are found satisfactory, the Contzactor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date of notif ication of the Engineer and the date of f inal inspection of the work. � CS-5 (9) C6-6.4 SANITARY PROVISIONS: The Contzactoz shall establisb and entorce among �is employees such regulations in regazd to cleanliness and disposal of garbage and wa te as will tend to prevent the inception and spzead of infectious or contagious diseases and tc effectively prevent the cre tion of a nuisance about the work on any property either public oz pzivate, and such regulations as are requized by Law shall be put iato immediate fozce and effect by the Contract�r. The necessary sanitary conveniences for ute of labor�ers on the wozk, pzoperly secluded fzom public observation, shall be constzucted and maintained by the Contra tor aad their use shall be strictly enforced by the Coatzactor. Al1 sucb f acilities sball be kept in a cleao and snnitazy condition, free from objectionable odors ao as aot to cause a nuisance. All sanitary laws and regulationo of the State of Texas and the City shall be strictly complied vith. C6-6.5 PIIBLIC SAFETY AND QNyENIENCE: Mat�erials oz equipment rtozed about tbe work sha�l be so p�laced and used, and tbe Nork shall at all timea be so coadncted, as to caase ao greatez obstructioa oz inconveaience to the public thaa is considered to be absolutely necessary by the Enqiaeer. The Contractor is required to maintaia at all ti.mes all phases of his work in such a manner as not to imp� air the �afety or convenience of the public, including, but no�k limited to, �afe and convenieat ingzea� aad egre�c to pzoplerty contiquous to the work area. The Contractor shall make ad�equate pzovisions to render zeasonable inqreas and eqreas fc�r aormal vehiculaz traffic, except duriaq actnal trenchiag or pipe installation operations, at all driveway crossiags. Sucb provision� may include bridging, placement of crnshad stone or gravel or sucb other mea�s of pzovidinq proper ingze�s nd egress foz tbe property Berved by tbe dzivevap as the Eaqin�er map approve a� appropriate. Bnch otber means may iaelude the diversioa of driveway traffic, Mitb specific approval by tbe Eaqineez. If diversion of traffic is approved by tbe Enqineez at anp location, the Contractor ehall make arzanqe enta aatisf actozy to the Engiaeer at any location, tbe Con ractor shall make arzangements satisfactory to the 8ngineer fo tbe diver�ioo of tzaff ic, aad shall, at bia owa eupen�n, pr4vide all materials and perform all work aecessary for the constructioa aad mainteaance of roadWays and bridgez for sncb diversioa of traffic. Sidewalks must aot be obstructed ezcept by �pecial permission of the Engineer. The mnterials excavated aad the coastructio matezials aucb ae pipe used in the constructioa of tbe Work �hall be placed 40 as not to endanger the work or pzevent free access to all fire hydrants, fire alarm boxes, police call bo�es, water valve8, C6-6 t2) � � � PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY � � � 1� � .� �EC'7"SON r6-6 LEG, I. RF�,ATIONS AND PnB�,IC RESPONSIBILITY, 6-6.1 LAWS TO B��OBSERVED: The Contractoz 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 oz his operations, and shall observe and comply with all orders, laws, ordinances and zegulations which exist or which may be enacted later by bodies having jurisdiction oz authority ioz such enactment. No plea of misunderstanding or ignorance thereof will be ccnsidezed. The Contractoz and his Sureties shall inde.mnify and save harmless the City an� all of its officers, agents, and employees against any and all elaims or liability arising from or based on the violation of any such law, ordinance, regulation, or ozder, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contzactoz shall procure all permits and licenses, pay�all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the r►ork. C6-6.3 PATENTED DEVICES� MATERI�S AND PRO�ES�SES: If the Contractor is required or es�res o use any esign, device, matez�nl, ox g�zocess covered by lettez, patent, or copyright, he shall provide foz such use by suitable legal agreement with the pAtentee oz oNner of such patent, lettez, oz copyrighte8 design. It is mutually agreed and understood that without exception the contract prices sha21 inclnde all zoyalties or cost azising from patentB, trade-mazks, and copy zights in any Way involved in the wozk. The Contractor and bis suretiec shall indemnify and save harmlesa the OKnez from aay and all claims foz infringement by reasoa of tbe nse of any such patented design, device, material or process, or any trade-mark cr copy riqht ia coanection with the rrozk aqreed to be performed under the6e Contract Documents, and shall indemnify the Owner foz any cost, expense, or damage which ft may be obliged to pay by reasoA of such infringement at any time during the prosecution of the vork or after completion of the work, pzovidecl, however, that the Owner vill assume the zesponsibility to defend any and all sufta brouqht for the infzingement of any patent claimed to be infringed upon by�the design, type of construction or material or equipment specified in the Contract Dccuments furnished the Contractoz by the Owner, and to hold the Contzactoz harmless on account of such suits. C6-6 (1l N carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, e tc. Other contractors of the Owner may,.foz all purposes zequired by the contract, enter upon the work and premises used by the Contractor and shall be provided all zeasonable facilities and assistance for the completion of adjoining work. Any additional grounds desized by the Contzactoz foz his use shall be provided by him at his own cost and expenre. C6-6.7 RAZLWAY CROSSINGS: When ttie work encroaches upon any right-ot-Way ot any zailway, the City will secure the necessary easement foz the work. where the railway tzacks are to be crossed, the Contzactoz shall observe all the regulations and instructions of the zailway company as to the methods of pezforminq the Wozk and take all precautions foz safety of property and the public. Neqotiations vith the railway companies foz permits shall be done by and throuqh tbe City. The Contractor �hall qive the City aotice aot less thaA five days pzior to the time of his intention� to begin Mozk oa that portioa of the project Mhich is related to the railvay properties. The Contzactoz vill act be qiven eztra or additional compensation for snch railvay crossinga unless specifically set fortb in the Contract Document�. C6-5.8 BARRICADES, WARNING$ AND WA�CHi�td: Where the work is cazried oa in oz adjaceat to any s reet, allep, oz public place, the Contractor shall at his own expen8e fuznish, erect, and maintain cuch barrfcades, fences, liqhts and daaqer signals, shall provide anch ti►atehmeA, and shall take all such other precantionary measuzea foz the pzotection of peraoaa or property and of the vork as are necessary. Barricndet and f ences shall be painted in a coloz that vill be visible at night. Prom snnset to snarise the Contractor shall fnznish and maintai� at least one easily visible burninq liqht at each barzicade. �i sufficient nnmber of barzicndes sball be erected and maintaiaed to keep padestzians away from. and vehicles f z om beinq dziven on oz iato, any Mork under constructioa oz being maintained. The Contractor shall fnr�ish Matchmen aad keep them at their tespective aasignments in sufficient numbers to protect the work and prtvent accident or damage. P.11 installations and pzocedures ahall be consistent vith the provisions set fortb in the •1960 Texas Mannal on Dnif orm Tzaff ic Contzol Devices for Streets and Siqhvays• issued undez the authozity of the •State of Tezas Daiform I►ct Regulatinq Traff ic on Highways•, codificd as Article 6701d Veron'� Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) � � ■ � � ��, �� ■ , � 1� � . ..i � ..ri ■ .� ,.,i � :� R � gas valves, or manholes in the vicinity. The Owner zeserves the zight to remedy any neglect on the part of the Contzactoz as regards to public convenience and safety whicl� may come to its attention, aftez twenty-four hours nctice in wziting to the Contractor, save in cases of emergency Wben it shall have the right to remedy any neglect withcut notice, and in either case, the cost of such work done or matezials furnished by the Owner or by the City shall be deducted from monies due oz to become due to the Contzactoz. The Contractor, after approval of the Engineer, 6ha11 notify the Fire Depaztment Beadqunrters, Traffic Engineer, and Police Department, whea any stzeet or alley is zequested to be closed oz obstructed or any fize hydrant is to be made inaccessible, and, when so dizected by the Engineez, shall keep any stzeet, streets, or highways in condition for unobstzucted use by f ire apparatus. The Contzactor ehall promptly aotify the Fire Department Headquarters when all such obstructed stzeets, alleys, oz hydzants aze again placed back in service. where the Contractor ia requized to constzuct tempozary bridges oz make otber azraagements f or crossiaq over ditches or streams, his respoasibility for accidents in connection with such crossiaqe shall iaclude the zoadway approaches as well as the structures of such crossings. The Contrnctor shall at all timer coaduct his opezation and the use of construction machinezy so a6 aot to damaqe oz destroy trees and shzubs located ia close proximity to oz on the site of tbe Work. Wherever any such damage aiay be done, the Coatractor shall immediatel� �atisfy all claims of propezty owners, and no payment vill be made by the Owner in settlement of such claims. The Coatractor ahall file Kith the Engineer a tivritten statement �bowing all such claims adjusted. C6-6.6 PRIVILEGES OF COI�]TRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: Foz the performance of the Contract, the Contractor will� be pezmitted to use and occupy such portions of the public streets ana alleys, oz othez pnblic places or other ziqhte-of-way as provided for in the ordinnnces of the City, as shoKn in the Contract Documents, oz as may be specifically authozised in wzitiaq by the Enqiaeer. � reasonable amouat of tools, materials, and equipmeat for coastruction purposes may be stored in sucb space, but no more than is necessary to avoid delay ia the construction operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere Nfth the use of spaces that may be desigaated to be left free and nnobstructed and so as not to inconvenieace occupants of adjacent property. If the street is occupied by zailWay tracks, the �vork shall be C6-6 (3� i �.., advance of the use of any activity which might damage oz � endanger tbeir or his property along or adjacent to the work. ' ■ iqhere the use of explosives is to be permitted on the project, � as specified in the Special Contract Documents, or the use of +� explosives is requested, the Contzactor shall submit notice to � the Engineer in Mrriting twenty-four hours prioz to commencing and shall f urnish evidence that he has insurance coverage to � protect against any damages and/oz injuzies arisinq out of euch use of explosives.� � � �,, All claims arising out of the use of explosives shall be � investigated and a pzitten report made by the Contractor's ■ insurers to the Engineer within ten (10) dnys after zeceipt of � written notice of the claim to the Contractor from either the ti: City or the claimant. The City shnll pzoceed to give notice to the Contractor of any such claim. The use of exploaives i may be suspended by the Engineez if any complaint is received � and such use shall not be zesumed until the cause of the complaint has been addressed. • � iPhenever explosives are stozed oz kept, they shall be stored in a safe and secure mannez and all storage places shall be � plainly mnrked •DANGEROOS EXPLOSIVES" and shall be nader the ' care of a competcnt watchman at all times. �11 vehicles ia � Mhich explosives are beinq transported shall be plainly marked � as mentioned above and shall, inzof az as possible, not use '� h�nvy traffic routes. , C�b-5.10 ivORl� wITBZp EASEMENTS: i4here the Mork paases over, � throuqh, or into private property, the Oimer will provide sucb � sight-of -�ay oz easement privileges as the City may deem �- necessary for the pzosecution oi the Mork. Any additioaal• � rights-of-Nay or wozk area considezea necessary by the. Contractoz shall be provided by him at his oMa expense. Sucb ,, additioaal right8-of-pay or Mork area �hall be acquired for � the benefit of the City. The City shall be notified in -� writinq as to the rights so acquired before �rork beqins ia the affected area. The Contractor shall not entez upon private " property f oz any purpose without having pzevioa�lp obtained ' permission fzom the owner of auch property. The Contractor r� will not be allowed to stoze equipment or material oo private � praperty unless aad until the specified appzoval of the � property owner has been secuzed in writing by the Contractor �i and a copy furnished to the Engineer. Dnles� rpecifically y provided otherwise, the Contzactor �hall clear all . sights-of-way or easements of obstructions Mhi�h must be -� removed to make possible proper prosecution of the work as a part of the project construction operations. The Contractor , shall be responsible foz the preservation of and 8ha11 use - C6-6 (6) � � +M4 � � � The C�ntrnctoz will not remove any regulatory sign, instructional siqn, street name sign, or cthez sign which has � been erected by the City. If it is determined that a sign must be removed to permit zequired construction, the �" Contrnctor shall contact the Transportation and Public Works �„ department, Signs and Markings Divi6ion (phone numbez - 8780-6075), to remove the sign. In the case of zegulatory � : signs, the Contractor must replace the permnnent siqn with a temperary sign meeting the tequirements of the abcve _ referenced manual and such temporary siqn must be installed prior to the zemoval of the permanent sign. �f the temporary � sign is not installed correctly or if it does not meet the .� requized specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When � construction Work i6 completed to the extent that the � permanent'sign can be re-installed, the Contractoz shall again contact the Signs and Markings Division to ze-install the �,,, permanent sign and shall leave his temporary siga ia place until such re-installatioa is completed. The Coatractoz will be held zesponsible for all damage to the 1� work or the public due to fnilure of barricade6, siqns, � fences, lights, or �vatchmea to protect tbem. Whenever evidence is found of such damage to the work the Eagiaeer may �, ordez the damaged portion immediately removed and replaced by � the Centractor at the Contractoz's owa expense. Tbe �' Contractor'6 responsibility fer the maintenance of barricades, signs, fences and lights, and for providinq watchmen shall not �"" cease until the project shall have been completed and accepted , by the Ow*nez. No compensation, except as specifically provi�ed in these Contzact Documents, will be paid to the Contractor f oz the work and matezials involved in tbe constructing, providiag, and maintainiaq of bazzicades, sigas, fences, and liqhts or for salaries of vatchmea, foz the subs�quent removal and disposal of such barzicades, signs, oz for anp otber incidentals necessazy for the pzeper protection, safety, and convenience of the public during the contract period, as thiB Work ib considered to be subsidiary te the aeveral items for which unit or lump sum prices are requested ia the Proposal. C6-6.9 �SE OF EXPLOSIVES DROP iPEIGHT� ESC.: Sbould the Contractor elect to use expl�sives, drop weiqht, etc., in the prosecution of the wozk, the utmost care shall be e�cercised at all times so as not to endaagez life oz pzoperty. The Contrnctor shall notify tbe proper representative of any public service cosporation, aay company, individual, or utility, and the Owner, not less tban twenty-f ouz hours in �� C6-6 l5) r� . � � i� proposal. Therefore, no separate payment shall be allowed � f or any service associated with this work. , In case of failure on the part of the Contractoz to restore ■ such property to mnke good 6uch damage oz injury, the OWnez may, upon 48 hour written notice under ordinazy circuaistances, �:. and without notice when a nuisance or hazazdous condition � results, proceed to repaiz, rebuild, or otherwise restore such � property as may be determined by the Owner to be necessary, and the cost thereby will be deducted from�any monies due or � to become due to the Contractor undez'this Contract. * C6-b.11 INI�EPENDENT QNTR CTOR: It is understood and agreed by the parties hereto �hat �ontractoz shall perform all wozk and services hezeundez as an independent contractor, and not as an officez, agent, servant oz employee of the Owner. Contractoz shall have exclusive control of and the exclusive riqht to control the details of all the Wozk aad �ervices pezformed hereunder, and all persons pezforming came, aad shall be solely responsible for the acts and omissiont of its officerc, agents, servants, employees, contractor�, subcoatractore, licensees and invitees. The doctrine of respondeat superior shall not apply as betMeen Owner and Contractor, its officers, aqents, employces, contzactors aad subcontractor�, and nothing herein Bhall be construed as creatinq a pnztnership or joint entezpri�e�betWeen Owner and Contractor. � � r C6-6.12 CONTRACTOR'S RESPOt�]SIBII,ITY FOR DAMAGE CLAIMS: � Ccntractor covenants and agzees to, aad dces bereby indemnify, hold harmless aad defend Owner, its officers, aqents, ' 8ervants, and employees from ana aqainst any an all claima or � suits for propezty damage or locs aad/oz pez�onal injury, � including death, to any and all person�, of rrhatscever kind oz � charactez, whethez zeal or asserted, aricinq ont of or in �-� connection with, directly oz iadirectly, tbe �+ork and services to be perf ormed hereundez by Contzactor, its officers, agents, � employees, contractors, aubcontzactora, licenseer or invitees, �� wh�ether or not causea, in Khole or ia part, by alleged negligence oa the part of officers, ageats, �ervants, employees, contzactors, subcontzactoz�, licenseea and invitees ' of the Ownez; and said Contractor does hereby covenant and agree to assume all liability and respoasibility of O�mu, its .� officers agents, servants and employees for property damage or ! loss, and/or personal injuries, including death, to any and � all persons of whatsoever kind or character, vhether real or asserted, arising out of or ia connection with, directly or , indirectly, the work and services to be performed hereunder by �� Contractor, its officers, agents employees, contzactors, � subcontractors, licensees and iavitees, Whether or not caused, � C6-6 �S) � � � �- � �+ every precaution to pzevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types '" of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances "'�' thereof, including the construction of tempozary fences, and Y� to all othez public or pzivate pzoperty along adjacent to the � wozk. rThe Contractor shall notify the propez zepresentatives of - owners or occupants of public or pzivate lands oz interest in lands which might be affected by the work. Such notice shall � be made at least 48 hours in advance of the beginninq of the � work. Notices shall be applicable to both public and pzivate utility companies or any corporation, company, individual, oz "'� othez, either as owners or occupants, vhose land or intezest � in lan8 might affected by the Wozk. The Contractor shall be � zespoasible for all damage or injuzy to property of any charactez resultinq fzom any act, omission, neglect, oz � misconduct in the manr►er or method oz execution of the work, or at any time due to defective work, material, or equipment. I� when an� where any dizect or indirect oz injury is done to ,� public oz pzivate prcperty on accouat of any act, omission, neglect, oz misconduct i� the execution of the war�, oz in � consequence of the non-execution thereof on the pazt of the � Contractor, he shall zestoze or have restored at his own cost and expense such property to n condition at least equal to that exibting before such damage or injury wae done, by � repairing, rebuildinq, or otherwise replaciag and testozinq as may �� dizected by the Ownez, oz he shall make good such damages or injury in a manner acceptable to the oMnez of the � pzoperty and the Engineer. � All feaces encountezed and removed durinq construction of � this project shall be restored tc the oriqinal or a better ? than original.condition upon completion of this pzoject. `�' When wire fencinq, either �ire mesb oz barbed v►ire is to be crossed, the Contzactor shall set cross braced posts on � eithez side of pezmanent easement bef ore the f ence is cut. � Should additional fence cuts be neceseary, the Contractoz shall provide cross bzaced posts at point of the pzoposed �cut in addition to the czoss�braced posts provided at the � permanent easement6 limits, before the fence is cnt. Temporary f encing shall be erected in place of the fencing � zemoved whenever the wozk is not in progzess and K�1CD the � site is vacated overnight, and/or at all times to prevent � livestock fzom enteriag the constructioa ared. The cost f or � f ence removal, temporary closures and replacemeat shall be � subsidiazy to the various items bid ia the project � rri C6-6 (7) � expiration of the six month period the Dizector cnay recommend that final payment be made if all other wozk has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. The Directoz may, if he deems it appropriate, refuse to accept bids on other Water Depaztment Contract work from a Contractoz against whom a claim foz damages is outstanding as a zesult of . Work pezformed undez a City contract. C6-6.13 �ONTRAf:TOR'S CI�AIM POR DAMAGES: Should the Contractor claim compensation for any alleged damaqe by reason of the acts or omissions of the Owner, he shall Nithin three aays after the actual sustaininq of such alleqed damage, make a written statement to the Engiaeer, setting out in detail the nature of the alleqed damaqe, and on or before the 25th day of the month succeeding that ie vhieh any such damage is claimed to have been sustained, the Contzactor shall file Mith the Engineer an itemised statement of the detaila and amount of such alleged damage and, upoa zequest, shall give the Engineer access to all books of aecount, zeceipts, voucherr, bills of ladinq, and other books oz papers containing any evidence as to the amount of such alleged damage. Daless auch statementa shall be filed as hereinabove required, the Contraetor's elaim f or compensation shall be Maived, aad be �hall not be entitled to payment on account of such damages. C6-6.1� ADJDSTMENT OR RELOCATIOp OF PIIBLIC IITILZTZES. EZ'C.: In case it is necessary to change, move, or alter �A any manner the property of a pnblic utility oz others, tbe �aid property shall not be moved or intezfezed vith until orders thereupon have been iasued by the Engineez. The right is reserved to the oNner� of pnblic utilities to enter the geoqraphical limfts of tbe Contract foz the puzpose of makinq such chaaqes or repaiza to their pzoperty that may be necessary by the performance of this contract. C6-6.15 TEMP�RARY SEWER AND DRAIN CONNECTIO�TS,: i4he� existing sewer lines ave to be taken up oz zemoveQ, tbe Contraetor shall, at his own expense and.cost, pzovide and maintain temporary outlets aad connections f or all private or public d rains and sewers. The Contractor shall also take care of all sewage and drainage Which will be received fzom these draina and sewers, and for this purpose be �ahall provide and maintain, at his own cost and expense, adequate pumpinq facilities and temporary outlets or diveraions. The Contractoz, at his own cost and expense, shall coastzuct such troughs, pipes, ot other structures necessary, and be prepazed at all times to dispose of drainage and sewage C6-6 (10) C� � � in whole or in part, by alleged negligence of officers, I�l, agents, servants, employees, contractors, subcontzactors, �; 'licensees or invitees of the Ownez. Contractor likewise covenants and agzees to, and does hezeby, indemnify and hold � harmless Owner from and against any and all injuries,loss oz damages to property of the Owner during the performance of any �+ of the terms and conditions of this Contzact, whether arising . out of oz in connection with or resulting from, in whole or in �� part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, licenses� or invitees of the Ownez. In the event a wzitten claim foz damages against the contzactoz oz its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Dizector of the �4atez Depnrtment, as evidenced by a finnl inspection, final pnyment to the Contractor shall.not be reco�mended by the Directoz of the Watez Department foz a peziod of 30 days aftez the date of such final inspection, unless the Contzactoz ahall submit �vzitten eviclence satisf actory to the Directcz that the claim has been aettled and a zelease has been obtained from the claimant iavolved. � If the claim concerned remains unsettled as of the e�cpiration of the above 30-day pericd, the Contractor may be deemed to be r'` entitled to a semi-final payment for work completed, such �,;j semi-final payment to be in an amount �qual to the Lotal dollaz amount then due le6s the dollaz value of any Mrritten �, claims pending against the Coatractor azfsing out of the � performance of such �+ork, and such semi-final paymeat may then .'° be recommended by tbe Dizectoz. � The Dizector shall not recommend final payment to a Contractor � against whom such a claim foz damages is outstandiaq foz a period of 6ix months following the date of the acceptance of i*-! the work performed unless the Contzactor submit6 evidence ia �;� Mrriting satisfactory tc the Dizector that: 1. The claim has been settled and a release has been obtained from the claimant iavolvea, or 2. Gocd faith effort8 have bcen made to settle such outstanding �laims, and such good faitb efforts have failed. ''":", Zf condition (1) above is met at any time Kithin the six month �i period, the Dizector shall zecommend that the final payment to the Contractor be made. If condition �2) above is met at any time within the six moath period, the Dizector may zecommend � that the final payment to tbe Contzactor be made. At the � C6-6 t9) � thezecf by actioa of the elements or fzom any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, zepaiz, restore, and make good at his own expense all injuzies or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAZVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment foz or acceptance of any work, or �any extension .of time, o= any possession taken by the City shall not opezate as a waivez of any provision of the Contract Documents. Any waiver of any. breach oz Contract shall not be held to be a waiver of aay other or subsequent breach. The Owner reserves the right to correct any error thnt may be discovezed in any estimate that may have beea paid and to adjust the same to meet tbe requizements of the Contract Docua�ents. C6-6.20 PERSONAL LZABILITY OF PIIBLIC OF I IALS: In carryinq out the pzovision� of these Contrac� �ocuments or in exercising any powez of authority qzant�d thereunder, there shall be no liability upon the authorised representatives of the Owner, either personallp or otherMise as tbey az� agents and representatives of the City. C6-6.21 STATE SALES TAX: Oa a contzact awarded by the City of Fort Worth, an ozgaaizatioa Mhich qualifiea for exemption pursuant the pzovisions of �rticle 20.04 tH) of the Texas I,imited Sales, exciee, and Ure Tax 7�ct, the Contractor may purchase, rent ot lease all materials, suppliec and equipment used oz consumed in the pezfozmance of this contract by issuing to his supplier an exemption certificate in liau of the tax, said exemption certificate to comply Mith 6tate Comptroller's Rulinq .00�. �►ny sucb exemption certfficate issued by the Contractor in lieu of the tax shall be aubject to an3 ehall comply with the provisiona of State Comptroller's Ruling .011, aad any other applicable State Comptroller rulings pertaining to the Texas Lfmited Sales, Ezcise, and Dae Tax Act. On a contract awarded by a developer for the construction of a publicly-owned improvement in a street zight-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organizatioa which qualifies f or exeenptioa pursuant to the provisions of Article 20.04 (H) of the Texas limited Sales, Excise, and Use Tax Act, the Contractor ca� probably be exempted in the same manner s'tated above. C6-5 (12) �t � � zeceived fzom these temporary connections until such'times as � the permanent connections are built and aze in service. The �; existing sewers and connections shall be kept in service and maintained under the Contzact, except when specified or ordered to be abandoned by the Engineez. All watet, sewage, '� and other waste shall be disposed of in a satisfactory manner � so thet ao nuisance is created and so that the wozk undez construction will be adequately protected. � ' C6-6.16 ARRANGEMENT A�1n f:HA,RGES FOR WATER FIIRNZSHED BY TSE �,ITY: When ti�e Co�ntractor desires to use Zity watet in connection with any construction Work, he shall make complete � and satisfactory arrangements with the Port korth City Watez Department for sc doing. � City Watez furnished to the Contractor shall be delivered to the Contzactoz fzom a connecLion on an existinq City main. All pipinq zequired beyoAd the point of delivezy shall be � installed by the Contractor at his own expense. � The Contractor's responsibility in the use of all existinq fire hydrant and/or valves is detailed in Section E2-1.2 USE � OF FIRE EYDRANTS AND VALVES ia these Genezal Contract Dccuments� �.,,� when meters are used to measure the �ater, tbe charges, if � any, for Watez �ill be at the zegulaz established zates. When meters aze not used, the charges, if any, �vill be as pzescri�ed by the City Ozdinance, oZ where ao ozdinance <<"? applies, payment shall be made on estimates and zates � established by the Directoz of tbe Fort ivoZth i9atez Depaztment. ;� C6-6.17 DSE OF A SECTIO�1 OR PORTION OF TSE i40RlC: iPhenever, in the opinion of the Enqineez, aay sectioa or portion of the � work or any stzuctaze is in suitable condition, it may be put � into use upon the vrittea oraer of the Engineer, and such usage shall aot be held to be in any way an acceptance of said work oz structure oz any part thereof or as a vaiver of any of �' the provisions of these Contract Documents. �11 necessary � repairs and removalc of any section of tbe vork �o put into use, due to defective materials or workmanship, equipment, or � to deficient operations on the.part of the Contractoz, shall be performed by the Coatractor at his own expense. ��; C6-6. 16 CONTRACTOR' S RESPONSIBILITY FOR THE _WORlC: flntil written acceptaace by tlhe Owner as pY�ovided �oz ia tbeee � Contract Dccuments, the work shall be uader the charge and �� care of the Co�tractor, and he shall take every necessary , precautioa to prevent injury or damage to the work or any part � C6-6 (11) � �� •, , =_� Limited Sale, Excise and Use Tax permits and inforcaation can be obtained from: Comptzoller of Public Accounts Sale Tax Division Capitol Station Austin, TX � � � C6-6 (13) :� prosecutinq the wozk and ozdering materials and equipment which he expects to foll�w in ordez to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor durinq each monthly estimate peziod. The Contractor shall commence the work to be performed under this contzact within the time limit stated in these Contraet Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor n6 it necessary to insure its completion within the time limit. The sequence requested of all constzuction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh tequencing shall be submitted to the Engineez foz his approval. Contractor chall not proceed with any deviation until he has received aritten approval fzom the Engineer. Such specification or appzoval by the Engineet shall Aot relieve the Contractor from the full responsibility of the complete performaace of tbe Contract. The contract time may be changed only as set forth in Section C7-7.8 `E:tensioa of Time of Completioa" of thi� Agreement, and a proqrecs schedule shall not coastitnte a change in the coatract time. C7-7.4 LIMITATIONS OF OPERATIONSs The vorkinq opezationz shall at all times be conducted by the CoAtzactoz so as to czeate a minimum amount of incoaveaience to the publie. At any time when, in the judgment of the Enqineer, the Contractoz has obstructed or closed oz is carryiag oa operationa fn a portion of a street or public May qreater thaa i� necessary f or the proper e.uecution of the�vork, the Engiaeer may requize the Contractor to finiah the cection on Mhicb operations are in progress befoze the wozk is commenced on anp additional section or �treet. C7-7.5 CHARACTER OF W�R�MEN AND �IIZ MENTs I.ocal labor �hall be used by the Contrac oz i� availab�e. The Contractoz may bring fn from outside tbe City of Fort i�orth his key mea and his superintendent. All other Morkmen, includinq eqnipmeat operators, may be imported only after the local aupply is exhausted. The Contractor shall employ only �uch superintendents, foremen, aa8 workmen Who are careful, competent, and fully qualified to pezf orm the duties or tasks assigned to them, and the Engineer may demand and secure tbe su:nmary dismissal of any persoo oz persons employed by the Contractor in or about or on the vork Kho, in the opinion of the Ownez, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or C7-7 (2) +� � � PART C - GENERAL CONDZTIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SOBLETTZN : The Contznctor shall perform with his own ozganization, an� with the assistance of workman under his � immediate superintendance, Wozk of a value of not less than fifty (508) percent of the value embraced in the contract. If � the Contzactor sublets any pazt of the work to be done undez these Contract Documents, he will not under any circumstances '' be relieved of the zesponsibility and obligntion assumed under these Contract Documents. All transactions of the Engineez � will be with the Contzactor. Subcontractors Will be r� considered only in the capacity of employees or workmen of the Contractor and shall be subject to the same requirements as to F� character and competency. The Oanez pill not zecognise any subcontractor on the Work. The Contractor shall at all times, when the �ork is in operation, be represented eithez in persos� � or by a supezintendent oz othez designnted representatives. �7-�.2 ASSIGNMEAI� OF CONTRACT: The Con�ractor sball not assiqn, transter, sublet, convey,�or otherwise dispose of the c�ntzact or his rights, title, oz intezest in oz to the same or any part thereof xithout the pzeviou6 consent of the Owner expzessed by resolution of the Citp Council and concuzred in by the Sureties. '� If the Contractor �oes, �vithcnt auch previous consent, a�sign, transfer, sublet, convey, oz otherwi8e dispose of the contract � or his zight, title, oz iaterest thezein or any part thereof, .,s to any person or persoaB, partnership, company, firm, oz corporation, or does bp baakruptcy, voluntary or involuntary, C�• or by assignment under the inaolvency laws of aay stnte, � attempt to dispose of the coatract may, at the option of the Owner be revoked and annulled, unless the Sureties shall � successfully complete said contzact, aad in the event of any „; such zevocatioA oz annnlment, any monies due or to become due � undez or by virtue of eaid contract ahall be retained by the Owner as liquidated damages for the reaso� that it would be � impracticable and extremely�difficnit to fi= the actual da.mages. ��"! C7-7.3 PROSECOTION OF THE i90RlC: Prior to beqinniaq any � construction operation, the Co�tractor shall submit to the Engineer in five or more copies, if requested by tlie Engi�eez, �� a progress schedule preferably in chart or diaqram form, or a brief outlining in detail and step by step the manner of r� c�-7 c1) r� C7-7.7 TIME OF COMMEN�F F�T AND COMPLETION: The Contractor shall commence the wo�r�ing operations within the time specified in the Contract Documents and set forth in the Work Order. Failure to do sc shall�be considered by the Owner as abandona�ent of the Contract by the Contractor and the Owrier may proceed as he sees fit. Tbe Ccntractoz shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordaace with the Contzact Documents and within the time establfsh�d in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 F.X'Z'Fr1,Sy�N OF TII� CO LETION: The Contzaetor't request foz an exteasion of time o� completion shall be considered only when the zequest for such extension is submitted in r►riting to the Enqineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be zequested such zequest Will be forwarded to the City Council for appzoval . In adjustinq th� contract time for completion of work, consideration will be given to unforseeable causes beyond the c ontrol of and Without the fanit oz negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, quarantine restzictions, 8trikes, freight embazqoes, oz delays of sub-contractors due to tuch causes. When the date of completion is based on a calendar 8ay bid, a request foz extension of time because of i�clemeAt weather Will not be considered. l� requeat for extension of time due to inability to obtain supplies and material� will be considered only �hen a review cf the Contractor's purchase order dates a�Q other perLinent data a� zequested by the Engineer indicates that tbe Contractor has made a bonafide attE.mpt to secure delivery on achedule. Thia shall include efforts to obtain the supplies and materiala from alternate sources in case the first source cannot make delivery. Zf satisf actory execution and completion of tbe contzact sbould requize work and materiats in qreater amounts or quantities than those set forth in the approved Contract Documents, then the contract time may be inereased by Change Ordez. C�-7.9 DELAYS: The Contractor shall zeceive no compensation `. � delays cr hindzanccs to the work, except when direct and u..voidable extra cost to the Contractor is caused by the f ailure of the City to provide fnformntion or material, ii C7-7 (�) ,.., i � � otherWise objectionable or neglectful in the ptoper performance o� his or their duties, oz who neglects or refuses to comply with or carry out the directions of the Ownez, and such person or persons shall not be employed again thereon without written consent of the Engineer. � �1 L _� All workmen shall have sufficient skill, ability, and experience to propezly perform the work assigned to them and cperate any equipment necessary to prcperly carzy out the - performance of the assigned duties. The Contzactor shall furnish and maintain on the work all such equipment as is considezed to be necessary fo= pzosecution of the work in an acceptable manner and at a satisfactory zate of progzess. All equipment, tools, and machinery used foz handling materials and executing nny pnrt cf tbe.work shall be subject to the appzcval of the Engineez and 6ha11 be maintained in a satisfactozy, safe and efficient working condition. Equipment on any portion of the work shall be such that no iajury to the v►ork, wozkmea or adjacent property will zesult fzom its uee. C7-7.6 WORlC SC EDIILE: Elapse3 working days shnll be computed �taztl�g wi�� t�F firs� �.a�� of Wexk com�tPted as defined in C1-1.23 "wORRING DAY' or �he date stipulated in t}�e "WOR� ORDER" foz beginning Work, r►hichevez comes firat. � � � � � C � Nothing in these Contract Dccuments shall be construed as prohibiting the Contractor from warkinq on Saturday, Sunday or Legal Holidays. providing that the followinq requirements are met: a. A zequest to work on a specific Legal Soliday must be made to the thnn the proceediaq Thursday. Satuzday, Sunday or Engineer no later b. Any work to be done on the project oc such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Enqineez, essential to the timely completion of the project. 'The Engiaeez'6 decision shall be final ia response to such a request for approval to work on�a specific Sntnrday, Sundny or Legal Holiday, and no extra compensation shall be allowed to the Contzactor for any Mozk perfozmed on �uch a specific Saturdny, Sunday or I,egal Soliday. Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so 8esires. C7-7 (3) 19 � S 500,001 to S1,000,001 to 52,000,001 and ovsr 51,000,000 inclusive S 315.00 52,000,000 inclusive S 420.00 . � 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractoz's delay in completinq the work hereundez in the time specified by the Contract Documents would be incapable or very difficult of accurate estimation, and that the "Amount of Liquidated Damages Per Day', as set out above, is a reasonable forecast 'of just co�pensation due the City for harm caused by any delay. C�-7.11 S�S�ENSION BY COORT ORDER: The Contractor shall suspend operations on such part or parts of the work ozdered bY any court, and Will not be entitled to additional compensation by virtue of such court ordez. Neithez will he be liable to the City in the eveat the work�is suspended by a Court Order. Neithez will the Ownez be liable to the Contractor by virtue of any Court Ozdez or action for which the Oaner is not solely responsible. C�'�•12 T�SP9RARY IISPENSI QN: The Oaner shall have the ri ht to suspen� the Wor� operatic�n wholly or in part foz such period oz periods of time as he saay deem�necessary due to unsuitable weather conditio�� or any othez uafavorable conditions which in the opinioa of the Ownez;or Enqiaeer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the projecL.' Duziaq tcmporary suspension of Work covered by this contract, for any reason, the Owner will make no extra payment foz��tand-by time of construction equipment and/or construction cr,ews. If it should become necessary to suspend work for an indefinite period, the Contractor shall store all matezials ia 8uch mannez that tbey vill not obstruct or;impede the public unnecessarily noz become Sa:mged in any way, and he shall take e very precautioA to prevent damaqe or dettrioratioa of the Work performed; he shall provide suitable drainage about the work, and erect temporary rtructures where necessary. S hould the Contractor not bs able to complete a portioA of the project due to causes beyond the control o'f aad without the fault or negligence of the Contractor as set forth in Pazagraph C7-7.8 EXTENSION OF THE TIME OF'COMPLETIOtJ, and should it be determined by mutual cons�nt�of tbe Contractor and the Engineer that a 8olution to allow'conatruction to proceed is not available withia a reasonable peri9d of time, then the Contractor may be reimbursed f or the cost of moving his equipment off tbe job aad returninq the necessary equipment to the job When it is determined by the Enqineer C7-7 (6) � � � � !� '� any, which is to be furnished by the'City, when such extra � compensation is claimed a written statement thereof 6ha11 be !' pzesented by the Contractor to the Engineer and if by him �tl found correct shall be a ' Council for final a pProved and refezred by him to the " pproval or disnpproval, and the action "'� thereon by the Council shall be final and bindinq. If delay ;,� is caused by specific orders given by the Enqineers to stop work, or by the performance of extra work, ot by the failure � of the City to provide material oz necessary instruction6 for � - carrying on the work, then such delay will entitle Lhe Contractor to an equivalent extension of time, his application � for which shall, howevez, be subject to the approval of the City Council; and no such extension of time shall release the �,. Contractor or the surety on his periormance bond from all his obliqations hezeunder vhich shall zemain in full force until :�, the discharge of the contract. � C7-7.10 TIME OF COM LETION: The time of completion is aa essential element of t e contract. Each biddez shall indicate �� in the a ppzopziate place on the last paqe of the Proposal the �rV number of workiag days or calendar days that he Will re�uire to f ully ccmple�.e this �ontract or the time �i completion will ��r, be specified by th� City in the Propo6al section of the . cor.�.r�ct da��,�en�s. The number of days indicated shall be a realistic estimnte of the time required to complete the vork covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City Mill become the time of completion specified in the Contzact Documents. For each calendar day that any work shall remain nncompleted after the time specified in the Contract Documents, oz the inczeased time granted by the Ov►ner, or as automatically increased by additional work or materials ozdered af tez the contzact is signed, the sum per day qiven.in the following schedule, unless otherwise specified in other parts of the Con�ract Documents, will be deducted from monies 8ue the Contractor, not as a penalty, bnt as liqnidated damages suffered by the Owner. �•� AMOUNT OF C�NTRACT i vr' Less than f„� $ 5, 001 tc ;� $ 15,001 to S 25,001 to � s so,00i to � $ 100,001 . to .� ►� � '1 �J S S S � 5,000 15,000 25,000 50,000 ioo,000 500,000 C7-7 (5) iaciusive inclusive inclusive iaclnsivt inclusive inclusive S S S S 35.00 45.00 63.00 105.00 154.00 210.00 b• Substantial evidence that progress of the vork operations by Contractor is insufficient to complete the work within the specified time. �• Failure of the Contractor to provide and maintain sufficient lnboz and equipment to propezly execute the working operations. d• Substantial evidence that the Contractor has abandoned the work. � �• Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Wozk satisfactorily. f. Failure on the part of the Contzactor to observe any requirements of the Contract Documents or to complp With any orders qiven by the Engineer or owner provided for in these Contr3ct Documents. 9• Failure of the Contractor�pzomptly to make good any defect in matezials or workmanship, or any defecta of any nature the correction of Mhich has been directed in �rriting by the Engineer or the Owner. h. Substantial evidence of collnsion for the purpoee of illegally procuzing a contract or perpetratinq fraud on the City in the construction o= vork under contract. i. � snbstantial indication that the Contractor has made an unauthorised assignment of the contract or any funda due therefrom for the be�efit of any creditar or for any othcr purpose. j• k. If the Contract�z shall for any cause vhataoever not carry on the �rozkiaq operation in an acceptable manner. If the Contractor commences leqal action agaiast the Owner. �i copy of the suspension order cr action of the City Council ehall be served on the Contractor's Sureties. �vhen vork is suspended for any cause or causes, or vhea the co�tract is cancelled, the Contractor shall discontinue the vozk or such part thereof as the Owner shall designate, vhereupon the Sureties m3y, at their option, assume the contract or that portion thereoE which the Owner has orderea the Co�tractor to discontinue, and may perform the saroe or may, with the written �7-7 (8) -� � � l' �� , � , ' � that constr�ction may b� resume3. Such reimbursement shall be based on act�al cost to the Contractor af moving thp eqiipment and no profit will be allowed. No reimbursement shnll be allowed if the e�uipment is movsd to enother constzuction praject for the City of Fort :�orth. The Contractor shall not suspend work Kithout aritten notice fzom the Engine�r and shall pzoceed with the work operations promptly when notified by the Engi*,eer to so resume operations. �7-7�1� �F,RMINATION OF CONTRACT DUE TO NATIONAL EMER ENC : Whenever, 5ecause of Nntional Ecaergency, 6o declared �y t�e President of the Uni�ed States or other la�ful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, naterials, and equipment for the prose�ution oi the work with zeasonable continuity for n peziod of two months, the Contractor shall within seven days notify the City in writinq, giving a detailed statement of the eiforts whic*� hane been made aad listing all necessary itzms of labor, materials, and �quipment not obtainable. If, aftez inv��tigat,�ons, the 9wner finds that auch conditions existing �:3::. �hai: ,.i�� s��y of ::h� c:��`�:r�.��b do peocee� ib hc� � a�tributable in whole oz in part to the fault ar neqlect of the Contract, then if the Owner cannot after reasona5le eff ort assist the Contractor in procuri�g and making available the necessary labor, rnatezials and equipment within thirty days, the Contractor may request the Ownez to terminate the co�tr3ct and the �wn=r may cotaply with the request, and the teriaination s'�all be conditio�ed and base� upon a final settlement mutually acceptable to both the Owner and th� Coatractor and final payment shall be made in accordan�� with the tecros of the agreed setLlement, Which shall include, but not be limite3 to, the payment for all Work exe�uted but no anticipate3 nrofits on Nork �rhich has not been performe3. C7-7.14 SUSPENSION OR ABANDONI�NT OF THE_WORK AND ANNDLMENT OF CONTRACT: The w�rK opPratione on a11 ar any portioa oz section of the work under Contr3ct shall be susper,ded immediately on writLen urder of th' Enqineer oz tbe Contra�t m3y b� cie�lazed cancellp3 by t:�e_ City Council for aay good an3 sufficient cause. The fellowinq, by way of exa�nple, but not of limitation, may be consi3ezed qr�u�ds for ruspPnsion or cancellation: a, Failure o operations .�r3er issue � f the Contrnctor to commenc� work Kithin th� time specified in the W�rk d by the �wner. . C7-7 t7) � r , � � � been finished and completed, the final inspection made by the Engineer, and th� final acceptance and final payment made by the Ownez. ;- C7-7.16 TERMINATION FnR f'n, �F;NT.£ f'E OF THE OWNER: , _,.. _.�._.,..._„N.. � A. NOTICE OF TERMINA ION: The perfozmance of the work under this contrac� ma�y be terminated by the OWnez in whole, or from time�to time in part, in � accordance with this section, whenever the Ownez shall determine t at such termination is in the best interest of th Owner. Any such termi�ation � shall be effect d by mailinq a notfee of tezmiaation to the C ntractor specifying the extent to Which performance of wozk undez the contzact is . terminated, an3 he date upon Which such ' termination becom s effective. Receipt of the � notice shall be de med conclusively presum�d and established when th letter is placed in the Dnited �" States Mail by the Owner. Furthez, it shall be deemed conclusively presumed and establiahed that 8uch termination is made Kith just cause as thereia v� stated; and no proof in any claim, demand oz auit shall be zequized of the Owner regardiag such discretionary action. e B. �ONTRACTOR l,CTIQN: l�fter receipt of a notice of erm�aation, aad except ac other�ise directed by the Engineer, the Contractor shalls " 1. Stop �ork under the contzact on the date and to the extent specified io the notice of T- termination; ,.r 2. place no further ozders or aubcontracts for . matezials, servicec or f acilities except as "�! may be necessary for completion of such „� portion of the work under the contract as is not terminateQ; • �`, 3. terminate all orcler� and subcontracts to the exteat thnt they relate to the perf ormance of - work terminated by the notice of terminatioa; 4. transfer title to the Owner and delivet in the mnnner, at the times, and to the extent, if any, directed by the Engineer: C7-7 t10) � � � � � consent of �he �wner, sublet tho work or that ortion of the work as taken ov�r, pr�vided howevez, that the Sure:ies shall � exercise their option, if at all, within two weeks after t}�e written notice to discontinue the work has been served upon � the Contr�ctor and upen the �ureties or their authorized � agents. The Sureties, in such event shall assume the �ontractor's plac� in all respects, and shall be paid by t�e Owner for all werk periormed by them in accozdance with the terms of the �ontract Doc�ments. All monies remaining due the � . `ontractor at the time of this default shall thereupon become due and payable to the Sur2ties as the wozk progr�sses, subject to all of the terms of the Contract Documents. � In case the 5ureties do not, within the hezeinabove specified time, exercise their ri3ht and option to a�sume the contract responsibilities, or that portion thereof which the Owner has '� ozdered by the Contractor to discontinue, Lhen the OWnez shall � have the pewer to complete, by contract or otherwiss, as it may determine, t�e aork herein desczibed or such part thezeof � as it may deem necassazy, and the Contractor hereto agr�es that the Owner shall have thz sight to take possession of an3 use any materials, plants, tools, equipment, supplies, and property of any kind pzovided by the Contractor for the � purpose of carrying on the Work and to procure other tools, � equipment� matezialso labor and proper¢y foz the eo�pletion of the work, and to charge to the account of the Contzactor of � said contract expense for labor, matezials, tool�, equipment, � and all expenses incidental thereto. The expense so charged shall be dedu�ted by the Owner from such monies as may be due � or may become due at any time thereafter to the Contractor ; under and by virtue of the Contract ar any part thereof. ThP +� Owner shall not be required to obtain the lovest bid for the � work completin� the contract, but the expense to be deducted shall be the actuel cost of the owaer of such Work. In case such expenses shall exceed the amount which would have � been payable under the Contract if the same haa been compl2�ed by the Contractor, then the Contractor and his Sureties sha�l pay the amount of such excess to the City on notict from ths � �wner of the excess due. i4hen any pazticular part aF the war� � is being carried on by the Owner by contract or otherwis� under the provisions of this se�tion, the Contractoz shall � continue the remaindeT of the work in conformity Kith the terms of the Contract Documents and ia sneb a manner as to not ',r� hi:�dez or interfere with performance of the vork by the Owner. C7-7.15 FULFILLMENT OF CQNT�tACT: The Contract Will be considered as hnving been �ulfilleci, save as pr�vided in any bond or bonds or by law, vhen all the work ana nll sections or parts of the project covereci by the Contract Docuwents have � C7-7 t9) � � D. AMOONTS: Subject to the provisions of Item C7-7.16(C), the Contractor and Owner may agree upon the whole oz any part of the amount or amounts to be paid to the Contractor by reason of the total or paztial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as further reduced by the contract price of work not terminated. The contract shall be amended accordinqly, and the Contractcr shall be paid the aqreed amount. Nc amount shall be due for lost oz anticipated profits. Nothing in C7-7.16(E) hereafter, presczibinq the amount to be paid to the Contractor in the event of failuze of the Contractor by zeason of the termination of Work pursuant to this section, shall be deemed to limit, restzict oz otherwise determine or affect the amount or amounts Nhich may be aqreed upon to be paid to the Contzactor pursuant to this paragraph. E. FAILIIRE TO AGREE: In the event of the failure of the Contractor and the Owner to agree a6 provided in C7-7.16 (D) upon the �vhole amount to be paid to the Contractoz by zeason of the termination of work pursuant to this section the Owner shall determine, on the basfs of information available to it, the amount, if any, due to the Contractor by reason of the terminatioa aad sball pay to tbe Contractor the amounts determined. Dio amount �hall be due foz lost or anticipated profits. !. DEDDCTIONS: Sn arrivinq at the amount due the contractor undez thi� sectioo, there shall be deducted (a) all unliquidated advaace or other payments on account theretofore made to the Contractor, applicable to the term.iaated portion of this contract; (b) any claim which the Owner mny hav� aqainst the Contractor in connection with this contract; and (c) the agreed pzice foz, or the proceeds of rale of, any materials, supplies or other thinq� kept by the Coatractoc or o018, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJIISTMENT: If the termination hezeunder be partial, prior to the settlement of the terminated portion of this contract, the Contraetor may file With the Engineer a request in writinq far an C7-7 tl2) � �� 5. a• the fabricat�3 or unfabricated part�, wozk in pro�ess, comol�ted wozk, suppli�s and other matPrial produced as a part of, oz acquired in connection with the performance of, the wozK terminated by the notice of termination; and b. the completed, or partially complet�d plans, drawings, information a�d other propezty which, if the contract had been completed, wos13 have been required to be furnished to the Owner. complete performance of such part �f the work as shall nat have been tez�inated by the notice of termination; and 6. take such action as may be necessary, or as the Engineer may direct, for the protection an8 preservation of the property z+elated to its contract Which is in the possession of the Contractor and ia which the Owner has or may acquire the rest. At a time not later than 30 days af tsr t:�e ter�nination dnte specified in the no�ice of termination, the Contractot �nay submit to the Engineer a list, certified as to quantity and gunlity, of any or all items of termination inventory not previously disposed of, exclusive o: item� the disposition of which has been directed or suthorize8 by the Engineer. Nat later than 15 days ther�safter, the Owner shall accept title to such items provided, that the list submitted shall be subject to vezification by the Engineer upon removal of the items or, if the items are stored, within 45 days from the aate of submission of the list, and any necessary adjuste�eats to corre�t thc� list as submitted, shall be made prior to Final settlement. � � C. TERMINATION CLAIM: WiLhin 60 days after notice of termination, the Contractor shall submit his termination claim� te the Engineer in the form a�d with the certification pres:ribed by the Engineer. Dnless one oz more extEnsions in Wri�ing a:2 graeted by the Own�r upon request of th? Contractor, made in writing Within such 60-3ay period ac authozizea extension thereof, an; and all such claims shall be conclusively deemed waiv�d. C7-7 (11) � � � � equitable adjustment of the price or pzices �j specified in the contract relating to the continued " portion of the contract (the portion not terminated ,�, by the notice of termination), such equitable �adjustment as may be agreed upon shall be made in . such price or prices; nothing contained herein, however, shall limit the right of the Owner and the � Contractor to agree upon the amount oz amounts to be paid to the Contzactor for the completion of the continued portion of the contract when said � contract does not contain an established contract � price foz such continued portion. fl. NO LIMITATION OF RIGHTS: Nothing contained in this '� section shall limit or alter th� zights Which the � OWner may have for tezmination of this contzact under C7-7.14 hereof entitled "Suspension of � Abandonment of the work and Amendment of Contzact• oz any other right which Owner may have f oz def ault or bzeach of contract by Contractor. � C7-7.17 SAFETY !��'HQDS AND PRACTICES: The Contractor shall be zesponsible for initiating, maintaining, and supervising all saf ety precautions and programs in connection with the work at � all times and shall assume all responsibilities for their enforcement. The Contractoz shall comply with fedezal, state, and lccal 1 laws, ordinances, and regulations so as to protect person and propezty f zom injuzy, including death, oz damage in connection - With the Work. � � � � � � � C7-7 (13) �I �ef ore its final accep tance by the Owner, (except as provided in paraqraph CS-5.14) for nll zisks of whatevez 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, oz any and all infringements of patents, trademazks, copyriqhts, or other legal reservations, and for ��mpleteing the work in an acceptable manner according to the t�rms of the Contract Documents. The payment of any curreAt or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, noz in any way prejudice or affect the obliqations of the Contractor to repair, correct, renew, oz replace at his own and proper expense any defects or imperfections in the construction or ia the �trength or quality of the material used or equipment or machinery f uznished ia oz about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, vhicb def ects, imperfection, or damage ahall have been discovered on or before the fiaal inspection and acceptance of work or durinq the one year guaranty peziod aftez final acceptance. The OWnez bhall be tbe cole judqe of such defects, imperf ectio�s, or damage, and the Coatractoz �hall be liable to the Owner for failure to correct the same a� provided berein. C8-8.5 PARTIAL ESTIMATES AND RETAINaGE: Betveen the lst and Sth day of each month the Contractoz ��ball submit to the Engineer a statemeat showinq an estimate of the value of the i+ork done during the previous moat,b, oz estimate period under the Contzact Documeats. t�ot later than the lOth day af the month the Enqineer shall verify such estimate, and if it is found to be acceptable aad the value of vork performed since the last partial payment vas made e.�cceeds one hundred dollar� iS100.00) in amount, 90; of such estimated sum will be paid to the Contractor ii the total contract amouat is less than S400,000, or 95� of auch ertimated sum vill be paid to the Contractor if the total contzact amount is 5400,000 or gzeater within twenty-five (25) days aiter the regular e�ti�ate period. The City will have the option of preparing eatimates on forms f urnished by the City. Tbe partial estimate may include acceptable nonperishable materials delivered to the work Whfch are to be incorporated into the vozk�as a permanent part thereof, but which at the tbe time of the estimate have aot been installed. (such payment will be allowed on a basis of 85� of the net invoice value thereof.) The Contractor shall fuznish the Engineer 8uch information as he may request to aid C8-8 (2) � � ' � ;� � � � PART C - GENERAL CONDITIONS CB-8 MEASUREMENT AND PAYMENT SECTION C8-Q MEASIIREMENT AtJD PAYMENT �J C8-8.1 MEASIIREMENT OF QIIANTI�IES: The determination of quantities of work performed by t e Ci�ntractor aad authozized by the Contract Documents acceptably completed under the terms of the Contract Documents shall be made by the Engineez, based on measurements made by the Enqineer. These measurements will be made according to the Onited States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the matezials and items installed. . C8-8,2 DNIT pRIC�S,: when in the Pzoposal a•Dnit Price• is set forth, the said "Dnit Price• shall include the furnishin by the Contzactor of all labor, tools, materials, machinery9 equipment, appliances and appurtenances necessaty f oz the construction of and the completion in a manner acceptable to th� Engineer of all Mork to be done under these Contzact Documents. The •Onit Price" shall include all permanent and temporary protection of overhead, surf ace, and undergroun8 structures, cleanup, finishe8, overhead expense, bond, insurance, patent fees, zoyalties, zisk due to the elements and other causes, delays, profits, injuries, damages claims, taxe6, and all other items not specifically mentioned that may be required to f ully construct each item of the work complete in place aad in a sntisfactory conditioa foz operation. C8-8.3 LIIMP SOM: Khen in the Proposal a•Lnmp Sum' is set forth, the said uLump Sum" shall repr�sent the total cost�f oz the Contractor to fnrnish all lnbor, tools, materials, machinery, equipment, appurtenances, and all subsfdary wozk necessary for the construction and com�letion of all the tirork to provide a ccmplete and functio�al item as detailed in the Special Contract Documents and/or Plans. C8-B.4 �COPE OF PAYMENT: The Contractor shall zeceive and accept t e compensation, as hezeiA provided, ia full payment foz f urnibhing all labor, tools, materials, and incidentals for performing all work contemplated and embzaced uader these Contract Documents, for all loss and damage arising out of the nature of the work or from the actioa of the elements, for any unforesee�i clefects or obstructioas Mhich may asise or be encountered during the pro6ecutioA of the vork at aay time C6-@ (1) � The amount of the final estimate, less pzevious payments and any sum that have been deducted or retained undez the provisions of the Contract Documents, will be paid to the Contractor within 60 days af ter f inal accep �ance by the Owner on a proper resolution of the City Ccuncil, provided the Contractor has furnished to the Owner satisfactory evidence of payment as f ollows: Prior to submission of the final estimate ior payment, the Contractor shall execute an affidavit, as f urnished by the City, certifying that all�persons, firms, associations, corporations, or other ozganizations f urnishi�g labor and/or materials have been paid in full, that the wage ecale estnblished by the City Council in the City of For t Worth has been paid, and that there are no claims pending foz personnl injury and/or pzoperty damagez. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall zelease the Owner f rom all claims oz liabilities under the Conttact for anything done or furnished or relatiag to the Mork under Contract Doeuments or any act or neglect of said City relatioq to ot connected �rith the Contract. The making of the final payment by the Owr�ez shall not zelieve '!�e Contractor of any guarantees or other requirements of the �ntract Documents tirhich apecificnlly continue thereafter. CS-8.9 ADE��ACY OF DESIGN: It is understood that the Owmer believes it as employed competent Engi�eers and desiqners to prepaze the Contract Documents and all modifications of the approved Contract Document:. It is, therefore, aqreed that the Ownez shall be responsible for tbe adeguacy of its oMa desiqn features, sufficiency of the Contract Documents, the safety of the struetuze, and the practicability of the operations of the completed project, pzovided the Contractor has complied Mith the reqnizements of the said Contzact Documents, all approved modifications thereof, and additiona and alterations thereto approved in vrriting by the Owner. The burden of proof of sucb compliance shall be upon.the Contractor to show that he has compiied vrith the said require.ments of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. CB-8.10 GENERAL GIIARANTY: Neither the final certificate of payment nor any pzovisi�on in the Contract Documents aor partial oz entire occupancy or use of tbe pzemises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documenta or relieve the Contractor of liability in respect to any expreas Narranties or responsibility for faulty materials oz workmanship. The Contractor shall zemedy any defecte or damages in the work and C8-8 (4) r� _� r-� r� asl r� � r� � him as a guidP in the vezification or the preparation of partial estimates. It is understood that the partial estimnte from month to month will be approximate only, and all partinl monthly estimates and payment will be subject to correction in Lhe estimate rendered following the discovery of an erzor in any previeus estimate,and such estimate shall not, in any zespect, be taken as an admission of the Ownez of the amount of wosk done oz of its quality of sufficiency, oz as an acceptance of the wozk done or the zelease of the Contractor of any of his responsibilities under the Contract Documents. The City zeserves �he riqht to withhold the payment of any j'� monthly estimate if the contzactor fails to perform the work � stzictly in accordance with the specifications or provisions of this contract. �^ �� . � . � . � C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or estimates may be held ia abeyaace if the pezfozmaace of the cc�nstr�ction op�ratfons is not in accozdance witl� the requizements of the Contract Documents. C8-6.7 FINAL ACCEPTANCE: i�henevez the improvements provided foz by the Contract �ocumeats shnll have beea completed and all requirements of the Contzact Documents shnll have been fulfilled on the part of the Contractoz, the Contzactoz shall notify the Engineer in �rriting that the improvements are zeady for the final iaspection. The Engineer shall cotify the appropzinte officials of the Ownez, xill Kithin a reasonable time make sucb final iaspection, aad if the work is satisfactory, ia aa acceptable coadition, and has been ccmpleted in accoz8ance Kith the terms of the Contract Documents and all approved atodifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the pzoject and final payment thezefor as outlined in C8-8.8 below. C8-6.8 FINAL PAYM�NT: Whenever all the improvements prcvided tor by the Contrac Documents aad all appzoved modifications thereof shall have been completed and all requirements of the Contract Documents have been�f�ulfilled on the part of the Contzactoz, a final estimate showinq tbe value of the Mork will be prepared by the Engineer as soon as the necessary measureiaents, computations, aod checks caa be made. All prior subject to payment. estimates upon which payment has been made aze necessary correctioas or revisicnB in the final C8-8 (3) ■ � ■ � � pay foz any damage to other work resulting therefzom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified andshall furnish a good and sufficient maintenance " bond in the amount of 100 percent of the amount of the contract which shall assure the peziormance of the genezal � guaranty as above outline. The Owner aill qive notice of � observe3 defects with zeasonable promptness. _, . C8-B.11 SUBSIDIARY WORR: Any and all work specifically � governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no ' specific it�m 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 zestozation, zock excavation and �, cleanup are qeneral items of Wotk which fall in the category of subsidiary work. C8-B.12 MIS ELLANEODS PLACEMENT �F MATERIAL: Material may be ■ allocated un�er various bid items in the Proposal to establish unit prices foz miscellaneous placement�of matetial. These materials shall be used only When directed by the Enginees, ■ depending on field conditions. Payment for miscellaneous placement of matezial Will be made for cnly that amount of , material used, mensured to the nearest one-tenth unit. � Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of the actual amount used for the project. ■ C8-8.13 RE ORD DOCUMEtv'TS: Contractor shall keep on record a copy oi n�� specitications, plans, addenda, modifications, shop drawings and samples at the site, in good ozdez and � annotated to 6how all changes made duzing the construction process. These shall be delivered to Engineez upon completion of the work. ■ ■ , ■ w � � ■ � C8-8 (5) � LJ C�� '� � l;� �J �� LJ � L�J � � � � �i � 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-38 D-39 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 CONDITIO' JS TABLE OF CONTENTS TABLE OF CONTENTS General � Project Designation ! Right To Audit � Project Signs I Purging and Sterilization of Water Lines Wage Rates Coordination with Fort Worth Water Deparbment Dewatering Crossing of Existing Utilities Existing Utilities Exploratory Excavations Test Holes Substitutions � Crushed Limestone Backfill � 2:27 Concrete Pavement Repair (E2-19) Trench Safety System Sanitary Sewer Manholes Sanitary Sewer Services Water Services Removal, Salvage, and Abandonment of Existing Facilities Valve Blocking Ductile-Irori and Gray-Iron Fittings Detectable Warning Tapes � Minority/Women Business Enterprise Compliance ' Connection of Existing Mains � 2-Inch Temporary Service Line Bid Alternatives Submission of Bids Temporary Pavement Repair Interpretation and Preparation of Proposal � Bonds (City Let Projects) �� Barricades, Warnings and Flagmen Disposal of SpoiUFill Material ' Temporary Erosion, SedimCnt, and Water Pollution Control ; Television Inspection of Sanitary Sewer Lines , Workers' Compensation Insurance � Trench,Excavation, Backfill and Compaction Post-Construction Television Inspection of Sanitary Sewers � Vacuum Testing af Sanitary Sewer Manholes � Samples and Quality Control Testing Protection of Trees, Plants, and Soil Partial Estimates and Retainage Project Clean-up Project Schedule Contractor's Responsibility for Damage Claims Working Days Relocate Private 4" Sanitary Sewer Service Reinforced �oncrete Sidewalk Replacement Reinforced Concrete Driveway Replacement � D-4 Proiect Si�ns: Project Signs are required at all locations which will be under construction for more than thirty (30) calendar days as indicated in Part B Proposal. Project Signs shall be in accordance with Figure 30 (dated 8-28-89) of the General Contract DocumenYs. The signs may be mounted on skids or on posts. The exact locations and methods of mounting shall be approved by the engineer. Any and all costs for the required materials, labor, and equipment necessary for the furnishing of Project Signs sha11 be considered as a subsidiary cost of the project and no additional compensation will be allowed. � D-5 Pu_ rging and Sterilization of Water Lines: � Before being placed into service all newly constructed water lines shall be purged and sterilized in I accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. � The City will furnish all water for INITIAL cleaning and sterilization of water lines. All other materials for � construction of the project, including appropriately sized "pipe cleaning pigs" and chlorinated lime� (HTH) , shall be furnished by the Contractor. Chlorinated lime (H'TH) shali be used in sufficient quantities to provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 � hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shail be disposed of in the sanitary sewer system. Should a'sanitary sewer not be available, chlorinated water shall be "de- chlorinated" prior to disposal. The line may not be placed infservice 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 tl�e project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. 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 + prevailing classifcations and rates that shall govern on all work performed by the Contractor or any sub-. contractor on the site of the project covered by these Contract Documents. In no event shall less than the + following rates of wages be paid. (Attached). � � D-7 Coordination with Fort Worth Water Deaartment: ' During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best time� for deactivating and activating those lines. . � D-S Dewatering: �' � The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and~ground water. The Contractor shall be responsible for damage o� any nature resulting from the dewatering operations. f The DISCHARGE �rom any dewatering operation shall be conducted as approved by the Engineer. Groun� water shall not be discharged into sanitary sewers. � i Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the Iinear foot bid price of the pipe. , a D-9 Crossin¢ of Existin�Utilities: Where a proposed water line crosses over a sanitary sewer or sanitary sewer servica line and/or a propose sewer line crosses over a water line and the cl�ear vertical distance is less than 9 feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Enginear. The material for sanitary sewer mains and sanitary sewer Iaterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping as specified in Material Standard EI-6 contained in the General Contract Documents. Ttie ma'terial for sanitary s��ver servic� lines shall be extra strength cast iron soil pipe with polyethylene wrapping as i �� , a f � � 4.1 � � � a � a �' � � � � � � � � O � �J Ll � � �� I� � L�J I� � � LJ �l � � � PART D - SPECIAL CONDITIONS D-1 General: Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and Specifications, effective July 1, 1978, with the latest revisions are made a part of the Contract Documents for this project. The Plans, Special Conditions and Provisions Documents, and the rules, regulati�ns, requirements, instructions, drawings or details referred to by manufacturer's name,. number or identification included tl�erein 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 generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. General Contract Documents and Specifications 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. D-2 Proiect Desi ng ation; Construction under these Special Documents shall be performed un�ier the Fort Worth Water Departmeht Project Designations: Water Project Number PW77-060770155690, Sewer Project Number PS46-070460135390 D-3 Ri�ht To Audit: RIGHT TO AUDIT: Part C- General Conditions, Section C8-8 MEASUREMENT AND PAYMENT, Page C8-8 (5), add the following: "C8-8.14 RIGHT TO AUDIT: (a) Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all°necessary Contractor facilities and shall be provided adeq�ate and appropriate work space in order to conduct audits in compliance with the provisions of this sectiori. 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 fmal payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, and further, that City shall have access during normal working hours to all subconttactor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in compliance with the provisions of this article. City shall give subconfractor reasonable advance notice of intended audits. (c) Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse the Contractor for the cost of copies as follows: 1. 50 ct�pies and under $0.10 per page. 2. More than 50 copies $0.85 for first page plus $0.15 for each page thereafter. � � written permission of the Engineer to make a substitution for the material whi6h has been specified. Where the term "or equal," or "or approved equal" is used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished it will be approvable, as the particular trade name was used for the purpose of establishing a standazd of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal," or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full resporisibiliry of proving tha� the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "Substitutions" shall be applicable to all sections of these specifications. , D-14 Crushed Limestone Backfill: � Where specified on the plans or directed by the Engineer, crushed limestone shall be used for trench backfill on this project. The material shall conform to Transportation and Public Works Standard S�ecifications for Street and Storm Drain Construction Division 2 Item 208.2 Materials and Division 2 Itenn 208.3 Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill of the General Contract Documents and Specifications. Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quantity of material use,d measured in accordance with E2-2.16 Measurement of Backfil l Materials of the General Contract Documents and Specifications. e D-15 2:27 Concrete: ( ` Transportation and Public Works Depariment typical Sections for Pavement and Trench Repair for Utilit}� Cuts Fig's 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out,includes the word � "concrete", the consistent interpretation of the Transportation Public Works Depariment is that this ratio specifies two (2) �saclts' of cement per cubic yard of concrete. With the exception of the cement content, a�l other requirement shall meet or exceed Transportation and Public Works Department standard specification Item 406 Class D Concrete. D-16 Pavement Reoair (E2-191: (E2-19): The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detailed in th� Public Works Deparhnent typical sections for Pavement and Trench Repair for Utility cuts, Figures 1 through 5. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the � top nine (9) inches shall be filled with required materials as shown on paving details, compacted and leve� with the finished street surface. This finished grade shall be maintained in a serviceable condition until th0 paving has been replaced. All residents' driveways shall be accessible at night and over weekends. It has been determined by the Transportation and Public Works Department that the strip of existing } HMAC pavement between the existing gutter and the edge of the trench pavement repair will not hold upiif such strip of existing.�avement is two,(2) feet or less in width. �, :., • � • , . Therefore, at the locations in the projecti'where the trench wall is three (3) feet or less from the lip of the � existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. �� l�� LJ � � � � L�.1 C� L� u �� specified in the General Contract Documents. Adapter fittings shall be a urethane or neoprene coupling A.S.T.M. C: 425 with series 300,Stainless Steel compression straps. Payment for work such as backfill, fittings, tie-ins and all other associated appurtenance required, shall be included in the linear foot price of appropriate bid item. D-1Q Existin� Utilities: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be consislered su�cient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor�shall�be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property crossed or exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and or temporary relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and �fructures both above and below ground,during consttuction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and or temporary relocation of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WII.L BE ALLOWED. Where existing utilities or service lines are cut, broken or damagecl,.the Contractor shall replace or repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall cooperate with the owners of all utilities to locate existing underground facilities and notify the Engineer at once of any conflicts in grades and alignment. In case it is necessary to change or move the property of any owner of a public utility, such property shall � not be moved or interfered with until ordered to do so by the Engineer: The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs, of their property that �iiay be made necessary by performance of this contract. �I l�, L*J � � C D-11 Exaloratory Excavations: In addition to those areas as may be designated on the Drawings, it shall be the Contractor's responsibility to excavate and.locate existing utilities which may affect construction of the water and/or sewer facilities. All exploratory excavations shall occur far enough in advance to permit any necessary relocation to be 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 Test Holes: The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and whether they make such determinations by the use of test holes or other means, shall be left to the discretion of such prospective bidders. The cost of the rock removal and other associated appurtenance, if required, shall be included in the linear foot bid price of the pipe. D-13 Substitutions: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be perm�tted until the Contractor has received L�J Contract Documents and Specifi�ations, unless amended or superseded by requirements of this Special Condition. • ' � � �: ' 1. Concrete Collars: Concrete collars when°indicated on the plans will be required as per Fig. 121. 2. Watertight Manhole Inserts: Watertight gasketed manhole inserts shall be installed in sanitary sewer manholes when indicated on the plans. Inserts shall be constructed in accordance with Fort Worth Water Department Standazd E100-4 and shall be �itted and installed according to the manufacturer's recommendations. 3. Lift-Holes: All lift holes shallFbe plugge'd with a precast concrete plug. The lift hole shall be sealed on ' the outside of the manhole with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. Final Rim Elevations: A. Manhole rims in parkways, lawns, alleys, and other improved lands shall be at an elevation not more than one (1) nor less than one-half (1/2) inch above the surrounding ground. � Backfill shall provide a uniform slope from the top of manhole casting for not less than three (3) feet each I direction to existing fmish grade of the ground. The grade of all surfaces shall be checked for proper slope� and grade by string lining the entire area regraded near the manhole. i . • . . :.3 <, � _ � . B. Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. � 5. Manhole Covers: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim I of the frame and shall have no larger than 1/8=inch gap between the frame and cover. Bearing surfaces � shall be machine fmished. Locking manhole lids and frames will be restricted to locations within the 100 I year flood plain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where Locking lids are specified.� 6. Shallow Manholes: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow manholes shall be built in accordance with Fig. 106 or per Fig. 103 but with a flat slab top (no cones sections will be allowed). All shallow manholes shall have a 24" x 40" cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIG. 105 WILL NOT BE ALLOWED. 7. Manhole Steps: No Manhole steps are to be installed on any Sanitary Sewer Manhole. 8. Exterior surfaces of,all manholes shall be coated with two mop coats of coal tar epoxy paint, Koppers � "Bitumastic Super Service Black", Tnemec, "46-450 Heavy Tnemecol", or equal to a rninimum of 14 mil� dry film thickness. 9. Manhole Joint Sealing °� A. General: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fo Worth Water Department, excluding only the joints using a trapped type preformed O-ring rubber gasket I shall require bitumastic joint sealants as per attached Figure M. B. Materials: This sealant shall be preformed and trowelable bitumastic as manufactured by Kent-Seal, , Ram-Nek, E-Z Stick or equal. T'he joint sealer shall be supplied in either extruded rope-form of suitable � cross-sectional area or flat-tape form and shall be sized as recommended by the manufacturer �nd approv�d by the Engineer. The joint sealer shall tie protected by a suitable removable wrapper and shall not in anyj way depend on oxidation, evaporation, or any other chemical action for either its adhesive properties or , cohesive strength. The joint sealer shall remain totally flexible without shrinking, hardening, or oxidizing regardless of the length of time it is expased to the elements. The manufacturer shall fumish an affidavit" r�� L'J �� C�' u aa [�� L�� LJ l� � � L�'1 � l� The pavement shall be replaced within a maximum of five (5) wor�Cing days, providing job placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit must be obtained from the Department of Engineering's Permit Desk by the Contractor in conformation with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cut in the street. City Inspectors will inspect the paving repair aft�er constructi�n of each water and/or sanitary sewer main replacement. � ' D-17 Trench Safetv Svstem: 1. GENERAL: This specification covers the trench safety requirements for all trench excavations in order to protect workers from cave-ins. The requirements of this item govem all trenches for mains, manholes, vaults, service lines, and all other appurtenances. 2. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Subpart P-Excavations, are hereby made a part of this specification, and shall be the minimum governing requirements for trench safety. 3. DEFINITIONS: A. TRENCHES: A trench is referred to as a narrow exca�ation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. If forms or other structures are installed or constructed in an excavation so as to reduce the dimension measured from the forms or structure to the side of the excavation to fifteen (15) feet or less at the bottom of tAe exca`bation, the excavation is also considered to be "a�trench. � B. BENCHING SYSTEM: Benching means excavating the sides of a trench to form one or a series of horizontal levels or steps, usually with vertical or near-vertical surfaces between levels. C. SLOPING SYSTEM: Sloping means excavating to form sides of a trench that are inclined away from the excavation. D. SHIELD SYSTEM: Shields used in trenches are generally referred to as "trench boxes" or "trench shields." Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either premanufaCtured or job-built in accordance with OSHA standards. E. SHORING SYSTEM: Shoring means a structure such as a metal hydcaulic, mechanical or timber system that supporfs the sides of a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of crossbraces, vertical rails (uprights), horizontal rails (wales) and/or sheeting. 4. MEASUREMENT,:w;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) fee`t. 5. PAYMENT: Separate payment will be made only when trench exca�ations exceed a depth of five (5) feet and shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation and removal of trench safety systems. D-18 Sanitary Sewer Manholes: The installation, replacer[ient, and/or rehabilitation of sanitary sewer manholes will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located, in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General � B. The price bid for adjusting and/or sealing of existing manholes shall include all labor, equipment, and � materials necessary for adjusting arid/or sealing the manhole including but not limited to joint sealing, I lifthole sealing and exterior surface coating. C. Payment for concrete collars and watertight manhole inserts, if required, will be made separately, based on the appropriate bid items. D-19 Sanitary Sewer Services: ` Any reconnection, relocation, replacement, or new s'anitary sewer service shall be required as shown on the plans, and/or as described in these Special �ontract Documents in addition to those located�in the field and identified by the'Engineer as active sewer taps. The service connection§ sha11 be constructed !iy the � Contractor utilizing standard factory manufactured tees. Factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. � ig 1. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. { The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be I located so as to line up with the service line and avoid any horizontal adjustment. All sanitary sewer service lines shall be replaced to the property line or easement line in alleys or easements, to the back of curb in streets, or as directed by the Engineer. Procedures listed below for Sewer Service Replacement I shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of � service line which is included in the price bid for Sanitary Sewer Taps. Payment for work such as backfill, saddles, tees, fittings, incidental four (4) feet of service line and all other associated appurtenances requirec� shall be included in the price bid for Sanitary Sewer Taps. , 2. �EWER SERVICE�REPLACEMENT: All building sewer services encountered during construction � shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for there I connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed a� a minimum of two (2) percent slope or a�' approved by the Engineer. Connection to the existing sewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethane or neoprene , coupling A.S.T.M. C-425 with series 30U stainless steel compression straps. I Payment for work and materials such as backfill, pipe, fittings, and all other associated work for service J replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line. Payment for all work and material involving the "tap" shall be included in the price bid for � sanitaiy sewer service taps. D-20 Water Services: � The relocation, replacement, or reconnection of water services will be required as shown on the plans, andlor as described in these Special Contract Documents in addition to those located in the field and � identified by the Engineer. ' � � All service's shall be yconstruct�d by the contractor utilizing approved factory manufactured tap saddles C (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified 'in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. L�J l�J l�J � LJ � .LJ � � attesting to the successful use of the product as a preformed flexible joint sealant on concrete pipe and manhole sections for a period of af least five years. C. Installation of Joint Sealant: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly clean of dirt, sand, mud or other foreign matter. A primer shall be applied to all surfaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install fra�nes and cover over manhole opening with the bottom of the rings resting on bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of bitumastic joint sealer. 10: Sealing and/or Adjusting Existing Manholes: Excavate (reetangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manhole wall keeping the sides of the trench rrearly vertical. A. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed of brick, block, or materials other than precast concrete shall be replaced with precast concrete rings, or where necessary and approved by th� Engineer, a precast flattop section. Precast concrete rings, or precast concrete flattop section will be the only adjustments allowed. B. In brick or block manholes replace the upper portion of the manhole to a point 24 inches below the � frame, If the walls or cone section below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, �shall be replaced at the Contractor's expense. L*J ��l �l CI C � � � � C. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose de�bris. Coat exposed manhole surfaces with an approved bonding agent followed with an application of a quick setting hydraulic cement to provide a smooth working surface. D. If the inside diameter of the manhole is too large to safely support new adjustment rings or frame, a flattop section shall be installed. E. Joint surfaces between the frame, adjustment rings, and cone section shall be free of dirt, stones, debris, and voids to ensure a watertight seal. Place a flexible gasket joint material in two concentric rings along the inside and outside edge of each joint, or use trowelable material in lieu of preformed gasket material. Position the butt joint for each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engineer may be used to obtain final surface elevation of the manhole frame. F. T�n paved:.areas or future paved areas, castings shall be installed by using a straight edge not less °than ten (10) feet long so that the top of casting will conform to the slope and finish elevation of the paved surface. Tlie top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. G. All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy paint, Koppers "Bitumastic Super Service Black", Tnemec, "46-450 Heavy Tnemecol", or equal to a minimum of 14 r�ils dry film thickness. 11. Measurement and Payment: A. The price bid for new/replacement manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including but not limited to joint sealing, lift hole sealing and exterior surface coating. �' � � � L�J � service line within 5 feet distance behind the meter will not justify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. . �� ' , ... „ 4. NEW SERVICE:�°.When new services are required the contractor `shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Payment for all work and materials such as backfill, fittings, �type K copper tubing, and cwb stop with lock � wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet � behind the meter. Payment for all worK and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as �umishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MLTLTIPLE SERVICE BRANCHES: V�hen multiple service branches are required the contractor shall furnish approved factory manufactured branches. i Payment for multiple service branches will include furnishing and installing the multiple service branch I only and all other cost will be included in other appropriate bid item(s). .. ,, 6. MLJLTIPLE'�ST'REET SERVICE LINES TO SINGLE SER\7ICE IvIETER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). D-21 Removal. Salva�e, and Abandonment of Existin� Facilities: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-27 Removing Pipe, of the General Contract Documents and Specifications unless amended or superseded by requirements of this Special Condition. , 1. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter bo� shall be removed and returned to the Water Deparhnent warehouse by the contractor in accordance with Section E2-1.5 salvaging of materials. Backfill material for the void meter box shall be suitable excavate� material approved by the Engineer. Sur�ace restoration shall be compatible with existing surrounding surface and grade. If water main is to remain active, the contractor will be required to plug water service � line at main. - . - Y P ` � I I 2. SALVAGE OF EXISTING WATER METER AND CON�RETE VAULT LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the contracto in accordance with Section E2-1.5 salvaging of materials. T'he concrete vault shall be demolished in place to a point not less than 18-inches below fmal grade. The concrete vault shall then be backfilled and , compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shali be suitable excavated material approved by the Engineer. Surface restoration shall be compatible I with existing surrounding surface and grade. � 3. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned o 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 'ui ��J r �' � l�' O All water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation. All services which are to be replaced or relocated shall be installed with the service main tap and service line being in line with the service meter unless otherwise directed by the Engineer. ' A minimum of 24 hours advance notice shall be given when service �interruption will be required as specified in Section CS-5.15 INTERRUPTION OF SERVICE. � All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspectot the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. Q All such work on the outlet side of the service meter beyond five (5) feet shall be performed by a licensed plumber. � � �!J L�J l�l 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall replace the existing service line with Type K copper from the main to the meter, curb stop with lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center lirie proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the service installation. Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. � 2. WATER SERVICE RECONNECTION: Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall adjust the existing water service line as required for reconnection and furnish a new tap with corporation � stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Main to five (5) feet behind the Meter. � 3. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter"'and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter location to center line of the proposed meter location separate payment will be allowed for the relocation of � service meter and meter box relocation Centerline is defined by a line extended from the service tap through the meter. Only relocations made perpendicular to this centerline will be paid for separately. Relocations made along the centerline will be paid for in feet of copper service line. �l � i� When relocation of service meter and meter box is required payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by and for the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). This'item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the service line is not being replaced. Adjustment of only the meter box and customer L�J � D-22 Valve Blocking: � All valves shall have concrete blocking for support. Valves shall have polyethylene wrapping per Material Specification E1-13 and Construction Specification E2-13 installed prior to concrete blocking. No separ�te payment will be made for any of the work involved for this item and all costs incurred will be considere to be included in the bid price of the valve. D-23 Ductile-Iron and Grav-Iron Fittin�s: Reference Part E2 Construction Specifications, Section E2-7 Installing Cast Iron Pipe, Fittings, and Specials, Sub section E2-7.11 Cast Iron Fittings: the first Pazagraph shall be revised to read as follows: E2-7.11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall b�e 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, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle necessary for construction as designed. � i All ductile-iron and gray-iron fttings, valves and specials shall be wrapped with polyethylene wrapping i conforming to Material Specification EI-13 and Construction Specification E2-13. Wrapping shall '� precede hoiizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and � concrete cradle shall be included in bid items for valves and fittings and no other payment will be allowe;d. D-24 Detectable Warnin Tg aaes: Detectable underground utility warning tapes which can be located from the surface by a pipe detector � shall be installed directly above non-metallic water or sanitary sewer pipe. 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 a'll known alkalis, acids, chemical reagents and solvents found in the soil. The minimum overall thickness of the tape shall be 5.5 mils. and the width shall not be less than 2" inches with a minimum unit weight of 2- 1/2 pounds/1 "/1000'. The tape shall be color coded and imprinted with the message as follows: Tvpe of UtilitY a Color Code Lepends Water Sewer Safety Blue Safety Green 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 I grade as is practical for optimum protection and detectability. Allow a minimum of 18" inches between t�e tape and the pipe. Payment for work such as backfill, bedding,,blocking, detectable tapes and all other � associated appurtenances required shall'be included in the linear foot price bid of the appropriate BID ` ITEM(S). � D-25 Minoritv/Women Business Enterprise Comnliance: Reference Part C(General Conditions),. Section C3-3.2 Entitled "MINORITY BUSINESS � ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE" shall be deleted in its entirety and replaced with the following: Upon request, Contractor agrees to provide to Owner complete �and accurate information regarding actu�.l work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of a�y books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under � 1�] [�l � �1 � ��J LJ 'J �V �� J �� I� I�1 � � i�l U Section E2-2.9 Backfll. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. 4. SALVAGE OF EXISTING GATE VALVE: Existing gate valve and valve box and lid shall be removed and retumed to the Water Depariment warehouse by the contractor in accordance with Section E2-1.5 Salvaging of Materials. T'he void area caused by the Valve removal shall be backfilled and compacted in accordance with backfill method as spe�ified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault the vault shall be demolished in place to a point no less than 18" below final grade. 5. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18-inches below final grade. Concrete shall then be used as backfill material to match existing grade. 6. ABANDONMENT OF,EXISTING VAULTS: Vaults to be demolished in place shall have the top slab and lid removed and vault walls demolished to a point not less than 18" below fmal grade. The void area caused shall then be'backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding surface and grade. 7. ABANDONMENT�OF MANHOLES: Manholes to be demolished in place shall have all pipes entering or existing the structure plugged with lean concrete. Manholes tops or cone section shall be removed to the top of the full barrel diameter section or to point not less than 18-inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by Engineer. Surface restoration shall be compatible with surrounding surface. Payment for work involved in backfilling, plugging of pipe and all other appurtenant required, shall be included in the appropriate bid items). 8. REMOVAL OF MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole including, top or Cone Section, all full barrel diameter section'and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. 9. CUTTING AND PLUGGING OF EXISTING MAINS: At various locations on this project it may be required to cut, plug and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. 10. REMOVAL OF EXISTING PIPE: Where removal of the existing pipe is required. It shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants, and meter boxes shall be delivered to Water Department Field Operations, Storage Yard. 11. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: Separate payment will be made for removal of all Fire Hydrants, Gate Valves 16-inch and larger, and Sanitary Sewer Manholes regardless of location. Payment will be made for salvaging, abandoning and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate-trenching operation. , t., , �I '` � . "` '�' ` k � D-28 Bid Alternatives: The Proposal section of this documents is arranged to allow the Contractor to base his bid on either ductile iron pipe or polyvinyl chloride plastic pipe. Contractor shall indicate type, of pipe to be used. However regardless of the general type pipe specified by the Contractor at certain locations a specific type pipe has been specified on the plans. All cost for this shall be considered as subsidiary and no additional compensation will be allowed. � • � � >�. . D-29 Submission of Bids: This document is designed as two separate contract documents and proposals and shall not be construed as being a package. The Proposal Sections are designed as 'two separate proposals and aze arranged to allow I the Contractor to submit a bid on each individual proposal. The total low bid of each proposal is the apparent successful bidder. If the Contractor only submits a bid on one proposal and is the lowest proposed I price'total, the Contractor will be the apparent successful bidder for this individual proposal. However, it should be noted that Unit II Alternates No. 1& No. 2 are considered to be alternatives to the same � proposal. In order to be considered the appazent successful bidder for the paving improvements, the I Contractor is required to submit bids for Unit II Alternates No. 1& No. 2. Unit I consists of the water and/or sewer line replacements. Unit II Alternates No. 1& No. 2 consist of the'street and/or storm drain improvements. D-30 Temaorary Pavement Reuair: The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 2-inch hot mix asphalt over a minimum of 6 inches of compacted flex base. This temporary repair shall be rolled to provide a smooth transition between the existing pavement and the temporary repair. T'he unit price bid under the appropriate bid item of the proposal shall cover all cost for providing temporary pavement repair for all streets cuts prior to street reconstruction. This provision will supercede any references to cold mix being used as shown� in Figures A, B, C, and D. D-31 Interoretation and Prenaration of Pronosal: Part C- General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the following: I C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied I by its proper Bid Security, to the Purchasing_Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal� at the proper time to the proper place. The mere fact that a proposal was dispatched will not be considerec. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainl y marked with the word "PROPOSAL," and the name or descri tion qf the project as designated in the "Notice to Bidders." The envelope shall be addressed to the �chasing Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texas 76102. ,. .. .. � C2-2.8 WITHDRAWING PROPOSALS: Proposals actually �fled with the Purchasing Manager cannot b� withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal mus,t be made in writing, addressed to the City Manager, and filed �vith him prior to the time set for the openin� of proposals. After all proposals not requested for non-consideration are opened and publicly read aloud� the proposals for which non-consideration requests have bee� p�operly filed may, at the option of the � Owner, be returned unopened. , I i I C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSAL�: Any bidder may modify his proposal by I telegraphic communication at any time prior to the time set or opening proposais, provided such � telegraphic communication is received by the Purchasing M�nager prior to the said proposal opening time, � � appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than negligent misrepresentation) and/or commission of fraud will result in the Q Contractor being determined to be non-responsive and barred from participating in City work for a period of time of not less than three (3) years. D=26 Connection of Existing Mains: a The Contractor shall determine the exact location, elevation, configuration and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting piece. Any differences in locations, elevation, configuration, and or angulation of existing lines between the contract di�awings and what may � be encountered in the said work shall be considered as incidental to construction. Where it is required to shut ddwn existing fri'ains in order to make proposed connections; such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify Mr. Joseph Gagliardi, Manager, Construction Services, a Phone 871-8648, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph CS-5.15 INT'ERRUPTION OF SERVICE, Page CS-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS AND Q GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of the service interruption. � The cost of removing any existing concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. D-27 2-Inch Temuorary Service Line: D The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and �q permanent service reconnections with the building owners and the Engineer in order that the work be vperformed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance„of ser,vice. 5�" a A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached � fgures 1, 2 and 3. 2" temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated lime (HTI� prior to installation. a A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. T'he out-of-service meters shall be removed, tagged and coljected by the Contractor for delivery to the Vi�ater Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re- Q install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. a The temporary service layout shall have a minimum available flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. T'his criteria shall be used by the Contractor to determine the length of temporary service allowed, number of service taps and number of feed points. � When�the temporary �ervice is required for more than one location the 2-inch temporary service pipes, 3/4- inch service lines and the 2-inch meter shall be moved to the next successive project location. � Payment for work such as fittings, 3/4-inch service lines, asphalt, banicades, all service connections, removal of temporary services and all other associated appurtenance required, shall be included in the appropriate bid item. � � r>.� n�,, . �, at. no time be used as a substitute for the permanent control measures unless otherwise directed by the j Engineer and they shall not include me�sures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment � basins, fiber mats, jute nettin�;,�empor$ry seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains.and other devices. 2. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and t�e authority to limit the surface area of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct th CONTRACTOR to provide temporary pollution-cpntrol measures to pre�ent contamination of adjacent � streams, other water courses, lakes, pon�is or other areas of water impoundment. Such work may involv� the construction of temporary berms, dikes, dams, sediment basins, slope drains and use :of temporary mulches, mats seeding or other control8evices or methods directed by the Engineei as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to ins#allation of permanent pollution-control features� but are not associated with permanent control featu�res on the project. . The Lngineer will limit the area of preparing� right of way, clearing and grubbing, excavation,and borrov� to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulchin�, 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 shall be performed as directed by the Engineer. The amount of surface area of erodible-earth material exposed at one time shall not exceed 750,000 square feet for each excavation operation, 750,0 square feet for each material source operation (other than from commercially operated s�urces), 750,000 square feet for each preparing of right=�f-way operation or 750,000 square feet for each clearing and grubbing operation, unless otherwise shown on the plans or with prior approval by the Engineer in writir.g. The CONTRACTOR shall also conforn�,} to the following practices and controls. All labor, tools, equipment and incidentals to complete the work will not be paid for directly but shall be considered as subsidiary work to the various items irir��uded in, the contract. (a). Waste or disposal areas and consriuction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. (b). Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structu:•es shall be used wherever an a�preciable number of stream crossings are necessary. Unless otherwise approved in writing by�the Engineer, mechanized equipment shall not be operated in live streams. (c). When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. (d). All waterways shall be cleared as soon as practicable of falsework, piling, debris or other obstructions placed during construction operations that are not a part of the fmished yvork. � � (e). The CONTRACTOR shall take suf�icient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and ( schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid � interference with movement of migratory fish. � 3. SUBMITTAL: Prior to the,start of the.applicable construction, the CONTRACTOR shall submit for � approval his schedules for accomplishment of soil-erosion-control work and his plan to keep the area of � erodible-earth material to a minimum. �Ie shall also submit for acceptance his proposed method of soil- I � lJ � � and provided iurther, that the City Mana�er is satisfied that a written and duly authenticated confumation 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 open'ing time, no further consideration will be given to the proposal. D-32 Bonds (Citv Let Proiectsl: Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: � 1. Pg. C3-3(3); the paragraph after paragraph C3-3.7d--Other Bonds should be revised to read: No surety will be accepted by the Owner which are at the time in default or 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 trusted to do business in Texas. �I � � ��I �� l� � � L"`J � � l�J 2. Pg. C3-3(5) Paragraph C3-3.11 INSURANCE delete subgaragraph a. COMPENSATION INSURANCE. , . ,��,,, .. 3: Pg. C3-3(6), Paragraph C3-3.11 INSURANCE delete subparagraph g. LOCAL AGENT FOR INSURANCE AND BONDING. � D-33 Barricades. Warnin�s and Fla men: Reference Part C- General Conditions, Section C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: 1. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word flagmen. 2. In the first paragraph, lines five (5) and six (6), change the phrase take all such other precautionary measures to take all reasonable necessary measures. D-34 Disaosal of SnoiUFill Material: Prior to the disposing of any spoiUfill material, the contractor shall advise the Direcfor 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 shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the F,lood Plain Ordinance of the City of Fort Worth (Ordinance No. 11517). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a flood plain without a permit. �A flood plain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a flood plain. Approval of the contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Permit authorizing fill within the flood plain: Any expenses associated with� � obtaining the fill permit, including any necessary engineering studies, sliall be at contractors' expense. In the event that the contractor disposes of spoiUfill material at a site without a fill permit or a letter from the Administrator approving the disposal site, upon notification by the Director of the Department of Engineering, Contractor shall remove the spoiUfill material at its expense and dispose of such materials in accordance with the Ordinances of the City and this sect'ion. D-35 Temporary Erosion, Sed�iment, and Water Pollution Control: 1 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 shall � , <r� , � ,, � . . ,. .. . ..e..,, • ..F � .»� f��. Contractor be allowed to accumulate debris, etc., on the site of work beyond the stated time, except in totally enclosed containers and as approved by the Engineer. UNDER NO CIRCUMSTANCESs�T�AI;L SEWAGE OR SOLIDS REMO�ED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. 5. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a cleaz picture' bf the entire periphery of the pipe. The camera sHall` be operative in 100% humidity cbnditions. The camera, television rYionitor, and other components of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. 6. EXECUTION: A. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will be television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV cable, and pawered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall l�e used to move the camera through the sewer line. When manually operated winches are used to pull the television camera through the line, telephones or other suitable means of communications slfall be set up beriveen the two manholes of the section being inspected to insure good communications between members of the crew. The importance of accurate distance measurements is emphasized. Measurement for location of sewer service taps shall be above ground by means of a meter device. Marking on the cable, of the lilce, which would require interpolation for'depth of manhole, will not be allowed. Accuracy of the distance meter shall be checked.by use of a walking meter, roll-a-tape, or other suitable device,, and the accuracy shall be satisfactory to the Engineer. ' " � The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing �fassage of the camera are to be at the option of the Contractor and the costs must be included in the bid price for Television Inspection. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. B. DOCUMENTATION: Televisi0n Inspection Logs: Printed location records stiall be kept by,the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of, unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other I discernible features will be recorded and a copy of such records will be supplied to the City. � B.1 Photographs: Instant developing, 35 mm, or other standazd-size photographs of the television picture of probl��ns's�all be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. B.2 Videotape Recordings: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Videotape recording playback shall be a the same spee� that it was recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment� shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission� of the Engineer. L■J u � u erosion control on construction and haul roads and material sources and his plan for disposal of waste materials. No work shall be started until the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. 4. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given�for this work. D-36 Television Insaection of Sanitary Sewer Lines: D 1. GENERAL: Prior to the reconstruction, some noted sections sanitary sewer lines shall be cleaned, and a television inspection and dye tests performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the a cleaning and inspection of tHe sewer lines by means of closed-circuit television. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. � u �J L�J � �' u '�J � 2. HIGH VELOCITl' JET (HYDROCLEANING) EQUIPMENT: The high-velocity sewer line cleaning equipment shall be constzucted for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines desi�gnated to be cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter to the pipe being cleaned and shall provide a flexible scraper around the outer periphery to insure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. . 3. CLEANING PROC�DURES: The designated sewer manhole sections shail be cleaned using high- velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning of an entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If, again, successful cleaning cannot be performed or the equipment fails to . traverse the entire manhole section, it will be �ssumed that a major blockage exists and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall fie obstructed in case of a fire in the area served by the hydrant. Before using any water from the City Water Distribution System the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the set up, including the water �sage bill. All expenses shall be considered incidental to cleaning. 4. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt, sand, rock, grease, and other solid or a semisolid material�resulting from the cleaning operation shall be removed at the downstream manhole of �the section being cleaned. Passing material from manhole section to manhole section, which could cause line stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. O l�J All solids or semisolids �esulting from the cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. Under NO circumstances will the L�J �I'ar�"r . w�T! ..h�• .r .�, � y Defmitions: . ,�. ,., , :,.,; Certificate of coverage ("certificate"). �� A copy of a certificate of insurance, a certificate of authority to self-insure issued by the Tea�as;Wor.kers' Compensation Commission, br a coverage agreement (TWCC-81, TWC,C-82, TWCC-83, or TWCC-84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the Project. Includes the time from the beginning of the work on the project until the contractor's/person's work on the project,has been completed and accepted by the City. Persons providing services on the project ("subcontractor" in section 406.096)-includes all persons or entities performing all or part of the services the contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to°provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. .� , a� 2. The contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the contractor providing services of the project, for the � duration of the project. • 3. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarde the contract. 14. If the coverage period shown on the contractor's current certificate of coverage ends during the duratio�i of the project, the contractor must, prior to the end of the coverage period, file a new certificate of covera�e �vith the City showing that coverage has been extended. �5. The contractor shall obtain from each person providing services on a project, and provide to the City: (a) a certificate of coverage, prior to that person beginning work on the project, so the � governmental entity will have on file certificates of coverage showing coverage for all persons ( providing services on the project; and • '� � --� � (b) no later than seven days after receipt by the contractor, a new certificate of coverage showin ( extension of coverage, if the coverage period shown on the cunent certificate of coverage ends I during the duration of the project. ( 6. The contractor shall retain all required certificates of coverage for the duration of the project and for o�e ryear thereafter. � I � 7. The contractor shall notify the City in writing by certified mail or personal delivery, within ten (10) Idays after the contractor knew or should have known, of any change that materially affects the provision f icoverage of any person providing services on the project. 8. The contractor shall post on each project site a notice, in the text, form and manner prescribed by the � Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. � l�J � L■- I lJ � � � If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re-televise and provide a good tape of the line at no additional cost to the City. If a good tape cannot be provided of such quality that cari be reviewed by the Engineer, no payment for televisiqn this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the ,,. �. �.,��.:,; . . television camera. , • � � Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are to be abandoned. Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for Items under Television inspection of the proposal. C. PAYMENT OF CLEANING AND TELEVISION INSPECTION OF SANITARY SEWERS: The unit price for Cleaning and Television Inspection of sanitary sewers shall be full compensation for all costs connected with cleaning and providing the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions, and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is � not or cannot b,e teleyised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. �� L�J �*; IrJ I�!J � � L�J L�'J Payment shall be made for all segments of good tapes accepted by the Engineer after the review. No additional payment will be made in the event the Contractor has to pull the television camera from two directions - to obtain and provide an acceptable tape for review by the Engineer. The city makes no guarantee that all of the sanitary sewers to be entered are cleaz for the passage of a camera. The metliods used for securing passage of the camera are to be at the option of the Contractor and the costs must be included in the bid price for TV Inspections. The cost of retrieving the TV Camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to TV Inspection. The item shall also include all cost of installing and maintaining any bypass pumping required to provide reliable, regulaz sewer service to the area residents. All bypass pumping shall be incidental to the project. D-37 Workers' Comaensation Insurance: A: Contractor's Worker's Compensation Insurance. Contractor agrees to provide to the Owner (City) a certificate showing that it has obtained a policy of workers compensation insurance covering each of its employees employed'on the project in compliance with state law. No NotiCe to Proceed will be issue� � until the Contractor has complied with this section. B: Subcontractor's Worker's Compensation Insurance. Contractor agrees to require each and every subcontractor who will perform work on the project to provide to it a certificate from such subcontractor stating that the subcontractor has a policy of workers compensation insurance covering each employee employed on the project. Contractor will not permit any subcontractor to perform work on the project until such certificate has been acquired. Contractor shall provide a copy of all such certificate to the Owner (City). C. Workers Compensation Insurance Coverage � f � �� language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: REQUIRED WORKER'S COMP�SATION COVERAGE "The law requires that each person working on this site, or providing services related to this construction project must be covered by worker's compensation insurance. This includes persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regardless of the identity of their employer or status as an employee". "Call the Texas Worker's Compensation Commission at 512-440-3789 to receive infortnation on the legal requirement for coverage, to �verify whether your employer has provided the required coverage, or to report an employer's failure'#o'provide coverage. - D-38 Trench Excavation. Backfill and Comnaction Trench excavation and backfill under parking lots, driveways, gravel surfac�d roads, within easements, and within existing or future R.O.W. shall be in accordance with Sections E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specified herein. 1. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maacimum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. 2. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an indeperident testing laboratory and must include representative samples of soils in all involvetl areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test I report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" back-fill material is not suitable, at the direction of the Engineer, Type "B" � backfill material shall be used. In general; all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material specified in Figure(s) A-D shall be obtained from an approved source and shall consist of durable particles fr�ee of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: Size Sieve % Retained #4 0-5 # 16 0-20 #50 0-50 #100 60-95 #200 90-100 ' (P.I. = 8 or less) .^ .. . . . . I 3. TRENCH COMPACTiON: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches I which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Procto� Density (A.S.T.M. D698) by means of tamping only. , � L�1 � I� L� J � C� 'RJ J � :.� Ir' � 'i � �I I�J L"J L�J [rl i� 9. The contractor shall' contractually r,equire each person with whom it contracts to provide services on a project, to: (a) provide coverage, based on proper reporting on the ciassification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the contractor, prior to th4at person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on.the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter. ( fl notify the City in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts, to perform as required by paragraphs (a) -(g), with the certificates of coverage to be provided to the person for whom they are providing services. ' ' 10. By, signing this contract or providing or causing to be provided a certificate of coverage,'the contractor is representing to the City that all employees of the contractor who will provide services on the project will be covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the Texas Worker's Compensation Commission's Division of Self-Insurance Regulation. Providing false or misleading information may subject the contractor to administrative penalties, criminal penalties, civil penalties or other civil actions. 11. The contractor's failure to comply with any of these provisions is a breach of contract by the contractor which entitles the City to declare the contract void if the contractor does not remedy the breach within ten days after receipt of notice of breach from the City. D. Posting of Required Worker's Compensation Coverage. The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be covered, and stating how a person may verify current coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least I9 point normal type, and shall be in lioth English and Spanish and any other L!J , �, � . . . ._ .. ,•- �, a. The inspection shall be done one sewer section at a time. The section being inspected shall be isolated from the remainder of the sewer in a manner approved by the Engineer. Any defects found shall be repaired�eby the'Contractor and then re-inspected. �There shall be no additional '- comp�nsatid�il'allowed for such repair or re-inspection. b. The camera shall be moved t.�irough the line in either direction at a uniformly slow rate, stopping at all defects to allow adequate evaluationby the Engineer. In addition, the camera shal � be stopped at each service connection. ', c. Cost for excavation to retrieve inspection equipment shall be the responsibility of the Contractor. The City shall not be liable for any costs relative to retrieving inspection equipment from the sewer system. d. Sanitary sewer mains must be laced with enough water to fill all low points. The television inspection must be done immediately following the lacing of the main with no water flow. Sanitary sewage may be used to` propel the camera if the main is live. However, flow may be restricted in a manner approved by the Engineer when necessary to provide a clear image of the sewer being inspected. e. Telephones, portable radios, CB, walkie talkies, or other electronic means of communication must be set up where voice or manual communication is not feasible. 6. Viewing ' a. The television inspection company shall provide facilities for the purpose of viewing the monitor while the inspection is in progress. b. T'he Engineer shall witness the television inspection. 7. Record Logs a. The video tape of each sewer segment shall note on the tape the project name and number, th�. main or lateral number, the beginning manhole station, the ending manhole station, the time and date of inspection. Footage for,�amera location in the sewer line shall be displayed continuously during the inspection. b. The original unaltered cassette video tapes will be reviewed by the Engineer for focus, lighting, clarity of view, and technical quality. The inspection company shall maintain sharp focus, propet� lighting, and clear, distortion-free viewing during the camera operations. Failure to maintain these conditions can result in rejection of the video tape by the Engineer. Any sewer line whose video tape is not acceptable to the Engineer shall be retelevised at no expense to the City. c. Defects shall be described and quantified on the video tapes by the company doing the inspection. Measurement for lqcation of defects in sewer mains shall be at the ground level by means of a metering device. Marking on cable or the like which requires interpolation for depth, of manhole will not be allowed. Measurement meters shall be accurate to 0.2 feet. Measurements shall be taken from the center of the manhole and displayed on the video tape. d. A rypewritten.report shall be provided with the video tape. Each run sheet shall identify the segment being televised, and �the location of each service or defect with its appropriate clock position. [�1 0 � � � f �i C,I � f�J I� � Trenches which lie unfler existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, mechanical tamping, or a combination�of inethods. Backfill material to be � mechanically tamped must be within +-4% of its optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) i,nches of water line may be rolled in with heary equipment tires, provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. The City, at it`s own expense, will perform trench compaction tests per A.S.T.M. standazds on all trench backfill. Any reiestirig required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a level two (2) feet above the top of the installed pipe and continuing to the top of the completed backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. 4. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and sewer pipe. D-39 Post-Construction Television Inspection of Sanitary Sewers A. General: This special condition covers the fumishing of all necessary materials and equipment to perform post-construction television inspec�ion of all sanitary sewer lines installed under this contract. This television inspection is considered as a part of the fmal inspection, A satisfactory inspection is required before the project is considered complete. B. Material: 1. VHS format video cassette recordir.g equipment and tapes are required for video taping. The television camera used for the inspection shall be specifically designed and constructed for such inspection and shall provide a color picture. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe acceptable to the Engineer. The camera shall be operative in 100 percent humidity conditions and shall have a minimum of 6001ine resolution. a 2. Recording equipment shall be equipped with data recorder capable of the following: a. Date and time b. Footage a c. Project name, contract number, contractor, and inspection firm d. Location, main/lateral number, and station number � �� L�J ��l � C. Execution: 1. The Contractor shall obtain the services of a qualified independent company to perform the television inspection. 2. The Contractor shall provide traffic control during inspection operations to maintain public traffic and safety of all personnel. �� 3. The Contractor shall clean all construction debris, sand, and gravel from the sewer to be inspected. 4. Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of inspection equipment. Any damage done during inspection shall be repaired by the Contractor. There shall be no additional payment for these repairs. 5. Internal Television Inspection L"'J D-41 Samales and Oualitv Control Tssting: a. The Contractor shall furnish, at his own expense, certifications by a private laboratory for all materials proposed to be.used on the project, including a mix design for any asphaltic and/or Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The Contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. b. ' Tests of the design concrete mix shall be made by the Contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later �in the concrete. T'he Contractor shall 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 oFfailure of the�material-to meet project specifications will be at the expense of the Contractor and will be billed at commercial rates as determined by the City. The - failure of the City to make any tests of materials shall in no way relieve the Contractor of his responsibility to furnish materials and equipment conforming to the requirements of the contract. d. Not less than 24 hours notice shall be pro�ided to the City by the Contractor for operations requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. e. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of ttie pit supplying the fill material. D-42 Protection of Trees. Plants. and Soil: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored, after completion of the work, to a condition equal to or better than existed prior to the start of work. By ordinance, the Contractor must obtain a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property including street . Rights-of-Ways and designated alleys. This permit can be obtained by calling the Forestry Office at 871- 5738. All tree work shall be in compliance with pruning standards for Class II Prunirig as�described by the � National Arbosist Association. A copy of these standards can be provided by calling the above number. Any damage fo public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payment for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the � Contractor by the City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall be I immediately sealed using a commercial pruning paint. This is tlie only instance when pruning paint is I recommended. No separate payment will be made for any of the work involved for this item and all costs incurred will be � considered a subsidiary cost of the project. � D-43 Partial Estimates and Retainage: Reference Part C(General Conditions), Section C8-8.5 Entitled "PARTIAL ESTIMATES AND RETAINAGE" shall be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20thI day of each month that the work is in progress. The estimate shall be processed by the City' on the l Oth day and 25th day respecti�eiy. Estimates will be paid within 25 days following the end of the estimate period; 1 � � L�J e. Upon completion of the project, the Contractor shall provide to t�e City the video tapes of each section of sewer line televised. D. Measurement and Payment ' Payment for internal television inspection shall be paid at the contract price per linear foot of sewer pipe Q televised. Length shall be measured in place along the centerline of the pipe for each sewer segment. T'he contract price shall include all costs associated with internal televi�ion inspection, viewing, record logs, and cassette video tapes. � L] L"'J � CI� � D-40 Vacuum Testin� of Sanitary Sewer Manholes: A. General: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. Execution: 1: Test Procedure: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop- connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from be'ing drawn into the manhole. The plugs shall be installed in the lines beyond the drop-connections, gas sealing connections, etc. The test head shall be placed inside the frame at the top of the manhole and inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of inercury (10" Hg) shall be drawn and the vacuum pump will be turned off: With the valve closed the level of vacuum shall be read after the required test time. The required test time shall be determined from the table below. Height of Manhole (ft) 48-Inch Dia Manhole 60-Inch Dia Manhole 0' to 20' � 20' to 22' 22' to 24' 24' to 26' 26' to 28' a 28' to 30' For each additional2' ��J 2. Acceptance: . �' . 40 sec 44 sec 48 sec 52 sec 56 sec 1 min 4 sec 50 sec 55 sec 1 min 1 min 5 sec 1 min 10 sec 1 min 15 sec 5 sec � The manhole shall be considered acceptable, if the drop in the level of vacuum is less than one-inch of mercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms to the construction material of the manhole. The manhole shall be retested as described above until it has successfully passed the test. � � � i� Following completion of a successful test the manhole shall be restored to its normal condition, all temporary plugs shall be removed and disposed of in a manner satisfactory to thg Engineer. C. Payment: Payment for vacuum testing of sanitary sewer manholes shall be considered an alternative to hydrastatic or pneumatic testing. The cost of all material, equipment, labor, etc. required in testing shall be included in the price bid per foot of pipe in place � employees, from and against any arid all cl�ims or suits for property loss,,property damage, persona. injury, including death; arising out of, or alleged to arise •out of, the work and services to b� performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees o� invitees, whether or not dn'V`s'ircti iniurv, damaee or deatlr is caused, in whole or in part. bv th� ne�[i�ence or alleged neP[iQence o1'Owner, its of�cers, servants. or emnlovees. Contractor likewis covenants and agrees to indemnify and hold harmless the Owner from and against any and all injurie to Owner's officers, servants and employees and any damage, loss or destruction to property of th Owner arising from the performance of any of the terms and conditions of this Contract, whether o not anv such iniury or damaQe is caused in whole or in part bv the neQlisence or a11eQe� negliQence of Owner. its ofitcers, servants or emvlovees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractor ; prior to fmal payment, final payment shall not be made until Contractor either (a) submits to Owne � satisfactory evidence that the claim has been settled and/or a release from the claimant involved, o- (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has beet� referred to the insurance carrier. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth publi. work from a Contractor against w�hom a claim for damages is outstanding as a result of work performed under a City Contract. D-47 Working Days: ' Upon acceptance of any section of the work, the contract time will be suspended for three (3) working day; � before fime is starte��on the next section. This is to allow time for the Coritractor to move to the next section. D-48 Relocate Private 4" Sanitary Sewer: This item shall cover the relocation of existing private sanitary sewer services from the existing cleanout tc the R.O.W. line. Contractor is responsible for locating and/or verifying location of all existing cleanouts. Subsidiary to the unit price bid per linear foot shall be all necessary connections and all repairs to private property. These repairs will include, but are not limited to, all existing fences, gates, walls, patios and walks (c6ncrete, stone, brick, or wood), landscaping (trees, shrubs, flowers, groundcover, grass) and will be made to a condition that is equal or better than prior to construction. All items not specifically mentioned herein shall be considered incidental to this item and no additional payment will be made. All relocations under tl:is item shall be nerformed bv a licensed Master Plumber. All property owners shall be notified at least 48 hours prior to commencing construction activities oc� their property. D-49 Reinforced Concrete Sidewall�'Reolacement: In location where water mains c,r'sanitary sewer service lines or mains aze to be relocated under existing concrete sidewalks, such sidewalks shall be repaired in accordance with the City of Fort Worth � Transportation/Public VJorks Departrnent Standard Specifications for Construction, Item 504. Subsidiary to unit price bid per square yard will be the saw-cutting of the existing walk section through all existing driveways. It is the Contractor's responsibility to protect the remaining concrete driveway during this process. In addition, no additional payment will be made for additional thickness required in walks sections through existing driveways. D-50 Reinforced Concrete Drivewav Renlacement: In location where sanitary sewer service lines are relocated into existing concrete driveways, such driveways shall be repaired in accordance with the City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 504. � ��l � � L�1 � ��.. �� J L�J l� � � �� i� less the appropriate retainage as set out below. Partial pay°estimates may include acceptable nonperishable materials delivered to the work place which aze to be incorporated into the work as a permanent part thereof, but which �'t the time of the pay estimate have not been so installed. If such materials are included within a pay estunate, payment shall be based upon 85% of the net invoice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the prepazation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten percent (10%). For contracts of $400,000, or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by' Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial pay estimate shall not be an admission on the part of the Owner of the amount of work done or of its quality or sufficiency or as an acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. T'he 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. D-44 Proiect Clean-un: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an. integral part of the contracted work and as such shall be considered subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in the opinion of the Engiiieer it is necessary, clean-up shall be done on a daily basis. Clean up work shall includ�, but not be limited to: • Sweeping the street clean of dirt or debris • • Storing excess material in appropriate and organized manner • Keeping trash of any kind off of residents' property If the Engineer does not feel that the jobsite has been kept in an orderly condition, on the next estimate payment (and all subsequent payments until completed) of the appropriate bid item(s) will be reduced by 25%. D-45 Proiect Schedule: Contractor shall be responsible for producing a project schedule at the pre-construction conference. A copy of this schedule will be given to the paving contractor at the pre-construction conference. This schedule shall detail all phases of coristruction and allow the contractor to complete the work'in the allotted time. This schedule will also provide the Construction Manager with an estimated completion date of work to be performed under this Contract. Contractor will not move on to tlie jobsite nor will work begin until said schedule has been received and approval secured from the Construction Engineer. However, contract time will start even if the project schedule has not been turned in. Project schedule will be updated and resubmitted at the end of every estimating period. All costs involved with producing and maintaining the project schedule shall be considered subsidiary to this cbnfract. '� "" D-46 Contractor's Resaonsibilitv for Dama�e Claims: Part C— General Conditions, Section C6-6.12 shall be revised.to read as follows: 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 I� CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE ItATES FOR 1999 AIR TOOL OPERATOR '�Y � ASPHALT RAKER • ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER CONCRETE FiNISHER-PAVING CONCRETE FINISHER-STRUCTURES CONCRETE RUBBER ELECTRICIAN FLAGGER FORM BUILDER-STRUCTURES FORM LINER-PAVING & CURB FORM SETTER-PAVING & CURB FORM SETTER-STRUCTURES LABORER-COMMON LABORER-UTILITY MECHANIC OILER SERVICER PAINTER-STRUCTURES PIPE LAYER BLASTER ASPHALT DISTRIBUTOR OPERATOR ASPHALT PAVING MACHINE BROOM OR SWEEPER OPERATOR � BULLDOZER CONCRETE CURING MACHINE CONCRETE FINISHING MACHINE CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE GPERATOR CRANE, CLAMSHELL, BACKHOE, DERRICK, DRAGLINE, SHOVEL FOUNDATION DRILL OPERATOR CRAWLER MOUNTED FOUNDATION DRILL OPERATOR TRUCK MOUNTED FRONT END LOADER MILLING MACHINE OPERATOR MIXER MOTOR GRADER OPERATOR FINE GRADE MOTOR GRADER OPERATOR PAVEMENT MARKING MACHINE ROLI,ER, STEEL WHEEL PLANT-MIX PAVEMENTS ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING ROLLER, PNEUMATIC, SELF-PROPELLED S�RAPER SCRAPER TRACTOR-CRAWLER TYPE TRACTOR-PNEUMATIC TRAVELING MIXER WAGON-DRILL, BORING MACHINE REINFORCING STEEL SETTER-PAVING REINFORCING STEEL SETTER-STRUCTURES STEEL WpRKER-STRiJCTURAL � SPREADER BOX OPERATOR WORK ZONE BARRICADE $9.00 9.55 8.80 11.51 10.30 10.50 9.83 8.84 15.37 7.55 9.83 9.00 9.24 9.09 7•.32 8.94 12.68 10.17 9.41 11.00 8.98 11.50 10.29 10.30 8.72 10.74 9.25 11.13 10.42 9.00 1039 ] 0.50 9.92 11.04 10.00 11.83 9.96 8.62 1030 11.97 10.96 7.32 9.06 8.59 8.48 9.63 10.58 9.15 8.83 12.00 13.21 13.31 14.80 10.00 7.32 � � 1 � � �� I� � � � � � � � � �r � �� r At locations where r.iains are required to be plzced under existing curb and gutter, such curb and gutter shall be replaced ta match type and geometry of the removed curb and gutter and shall be installed in accordance with City of Fort Worth Public Works Department Standazd Specification for Construction, Item 502. Payment for sawcutting, backfill, concrete, forming materials and all other associated appurtenants required, shall be included in the price bid per linear foot. The driveway repair will be no less than 2'-0" wide. �.. ., :�. . a�,.L' �, �, c � � � � � � ' � � � �; � � � � � � � � , m TRUCK DRIVER-SINGLE AXLE LIGHT TRUCK DRIVER-SINGLE AXLE HEAVY TRUCK DRIVER-TANDEM AXLE SEMI TR.AILER TRUCK DRIVER-LOWBOY/FLOAT TRUCK DRNER-TRANSIT MIX TRUCK DRIVER-WINCH VIBRATOR OPERATOR-HAND TYPE WELDER .. «: � r @ �' 8.965 9.02 8.77 10.44 9.47 9.00 7.32 11.57 1 � � � a � � a 0 � 0 0 0 0 0 a 0 � � � y Right Of Entry Agreements � , � .¢ �. e Pershing Ave. Parcel # TRE-2 DOE # 2258 TEMPORARY RIGHT-OF-ENTRY AGREEMENT Tania Kim owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at LotA 5�, Henry Marks Subdivision also described as 4730 Pershing Ave. for the purpose of surveying, designing, cleaning, rehabilitation, replacing or constiucting a Sanitary Sewer or a Sanitary Sewer Manhole. Any entry and use of the premises by the City of Fort Worth or its independent contractor �.u:der the R.ight-of-Entry agreemPnt shall be perr�zissive and shall r.ot const±tute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agree's to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. � � Thi��reement is exec ted this _� ` day of �r��._�.� 19 T/, bY �%/'� � i.�- � i n� , owner. This agreement is executed this "` day of 19 _, by , owner. � a OWN � (S): _ .�� !�/� � ,�.� i ' � �� -�i , . �... _ ._../ � � � � l+�J L�J C'i C �' � � IR L;J L�l u � L!' � �� March 24, 1999 Kim Tania 1600 Flat Rock Road Azle TX 76020-1810 RE: DOE # 2258 PARCEL # TRE-2 4730 Pershing Avenue LOT- 5, Henry Marks Subdivision Dear Madam: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross private property and relocate some sewer services to a new:line within the street right-of-way. The relocation of the sewer service will be done by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It gives right-of-entry to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. Regarding damages to your property by the contractor, the City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible, This includes sidewalks, courtyards, pavin� stones, masonry, wood or chain link fencing, and gara?e floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ;round surface is subject to dij�ing, the City will restore the ground surface to its ori�inal level and, if necessary, re-seed the area in which the di��ing occurred. The first sta�e of fhis project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible, and to determine if any Permanent Easements are required. It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-addressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than April, 9, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Griffin Land Agent � Pershing Ave. . � Parcel # TRE-3 DOE # 22�8 TEMPORARY RIGHT-OF-ENTRY �1GREEMENT i Mary Penner owner, herewith grants permission to �he City of Fort Worth and its independent contractor, to enter upon the owner's prope�ty located at Lot 6, Henry Marks Subdivision also described as 4727 El Campo AveJ for the purpose of surveying, designing, cleaning, rehabilitation, replacing or cons�'tructing a Sanitary Sewer or a Sanitary Sewer Manhole. � i Any entry and use of the premises by the City of Fort VVorth or its independent contractor under the Right-of Entry agreement shall be permissive�and shall not constitute a trespass to the property by the City or its independent contractor� � I The City of Fort Worth further agrees �to �restore the p�emises to the same condition that existed prior to entry. If restoration is required, the w�rk shall be performe�i in a timely manner, weather permitting. This agreement is executed this �'T 19 Z� , by/1�. '�Lu.J j�}� �, owner. This agreement }'� executed this �'f 191q , by �: �"�'�id1� �'�C , owner. I � I � i . i day of , i , i day of , OWNER.�� (S)• �� ,��'i;�.. Z�� / � ��' I A � �� I 0 � � ,.1 ;�` �-� � - ��.�_.-�� r� I� �'� �'� I'� March 24, 1999 Mary Penner 4727 El Campo Fort Worth TX 76107-4915 RE: DOE # 2258 � PARCEL # TRE-3 4727 El Campo Ave. LQT- 6, Henry Marks Su6division '� �� L�J � Dear Madam: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross private property and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be done by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It gives right-of-entry to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. , � Regarding damages to your proper4Y by the contractor, the City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is � subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. l� l�l � LJ � L"1 The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause �the least amount of inconvience as possible, and to determine if any Permanent Easements are required. � It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-addressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the retum of this document to me no later than Apri19, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Gri�n Land Agent � Pershing Ave. Parcel # TRE-4' DOE # 2258 � TEMPORARY :E2IGHT-OF-ENTRY AGREEMENT , . � Melvin Phillips owner, herewith grants permission toi the City of Fort Worth and its independent contractor, to enter upon `the owner's prop�rty located at Lot 7, Henry Marks Subdivision also described as 4723' El Campo Ave� for the purpose of surveying, designing, cleaning, rehabilitation, replacing or con, tructing a Sanitary Sewer or a Sanitary Sewer Manhole. _ Any entry and use of the premises by the City of Fort Worth or its independent contractor i�nder the Right-of-Entry agreement sY:w!1 be pe:m.issive�atid shal� r,ot constitute a trespass to the property by the City or its independent contractor. • . The City of Fort Worth further agree� to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreem�nt �s execut�d�this. - �� day of 1 �:_, by 1 �,� �' �; �i! '� � r :% �i ,'�� owner. i i' �' _ ' This agreement is executed this day of 19 , by . , owner. � 0 i :� -� , � 's I 1 - ' . `,_ : �, OWNER (S): . .. � . • ; -7 =� � � � .� :. .. �r ?.r' . `� : L. ��,' �' �(./;� ,'�--'j�,� ;/ i '"l'�_...- . L �> � ,{_ ' v � 0 �,I � !! � � � � � L�J Much 24, 1999 Melvin D. Phillips 4723 El Campo Fort Worth TX 76107-4915 RE: DOE # 2258 PARCEL # TRE-4 4723 EI Campo Ave. LOT- 7, Henry Marks Subdivision DeazSir: 1n order to improve the level of service you currently receive, the Ciry of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross private property and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be done by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It gives right-of-entry to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easemeht will be needed for the proposed improvements. Regarding damages to your property by the contractor, the City of Fort Worth agrees to require the � contractor to return your property to as near its original condition as possible. This includes sidewalks, couriyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is � subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. ,I'J �,I � L�J L'�1 � � The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that• the project can be designed in order to cause the least amount of inconvience as possible, and to determine if any Permanent Easements are required. It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-addressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than Apri19, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Griffin Land Agent � Pershing Ave. Parcel # TRE-5 DOE # 2258 TEMPORARY RIGHT-OF-ENTRY AGREEMENT John Naylor and Karen Johnston owners, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 7, Henry Marks Subdivision also described as 4719 El Campo Ave. for the purpose of surveying, designing, cleaning, rehabilitation, replacing or constructing a Sanitary Sewer or a Sanitary Sewer Manhole. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. � This reement is executed this lG � day of /N ,�6'l `/ , 19 , by Il�,vr,v► kl��t,t� S��b !� , owner. �� i This agreement is executed this `(D � day of ��,o � �% , 19 �, by'�' (� r , owner. I OWNER (S): �� . . �. �� .�� , �� 0 LJ �', C�� ; I�,I' March 24, 1999 John Naylor and Karen Johnston 106 Cherry Hill Lane Cary NC 27511-9711 RE: DOE # 2258 � PARCEL # TRE-5 4719 El Campo Ave. LOT- 8, Henry Marks Subdivision I,� LJ ! FJ u I�J DearSir and Madam: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary .to abandon some of the existing lines that cross private property and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be �done by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It gives right-of-entry to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. a Regarding damages to your property by the contractor, the City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible: This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is � subject to diggin�, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. L�J � � L� C L�J The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible, and to determine if any Permanent Easements are required. It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-addressed envelope provided. In order to project scheduling of this important improvement work, I would.appreciate the return of this document to me no later than April 9, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. s► el , .� Gary G fin Land Agent l�9 Pershing Ave. Parcel # TRE-6 r• � y DOE # 2258 TEMPORARY RIGHT-OF-ENTRY A�REEMENT Anthony T. Siubbefield owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 9, Henry Marks Subdivision also described as 4715 El Campo Ave. for the purpose of surveying, designing, cleaning, rehabilitation, replacing or constructing a Sanitary Sewer or a Sanitary Sewer Manhole. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreeme t is ` cuted this o�� 19 �% , by��'�,.`"7 �` Sj"'`� owner. �� This agreement is executed this 19 _, by , owner. day of /,2��I� �r day of , � OWNER (S): .. L��'r . ` �� - ✓ � � � C' � I�'I �' '�J f 1�.�. L�J J March 24, 1999 Anthony T. Stubblefield 4715 El Campo Avenue Fort Worth TX 76107-4915 RE: DOE # 2258 PARCEL # TRE-6 4715 EI Campo Ave. LOT- 9, Henry Marks Subdivision DearSir: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross private -property and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be done by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It gives right-of-entry to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the prqposed improvements. � Regarding damages to your property by the contractor, the City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, bu�only to the extent of, the actual damages caused by the work of the contractor. Also, in the event that the ground' surface is � subject to digging; the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. u L�J � � � � � The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least,amount of inconvience as possible, and to determine if any Permanent Easements are required. It is important that this project procede as soon as possible. In order for this to take p(ace, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-2ddressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than Apri19, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Griffin Land Agent L�J Pershing Ave. Parcel # TRE-7 DOE # 2258 TEMPORARY RIGHT-OF-ENTRY AGREEMENT Mary E. Blair owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upan the owner's property located at Lot 10, Henry Marks Subdivision also described as 4711 El Campo Ave. for the purpose of surveying, designing, cleaning, rehabilitation, replacing or constructing a Sanitary Sewer or a Sanitary Sewer Manhole. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive ana sha?1 iiot constitute a trespass to the property by the City or its inde�endent contractor. � The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. This agreement is executed this � day of ��',{'/L 19 �, by�� /�/� , owner. This agreement is executed this day of 19 _, by , owner. OWNER (S): � , -!�i � � � � � ,� � C'� C�� ' LJ'�-' C1' u. � I� � March 24, 1999 Mary Blair 2225 Tremont Avenue Fort Worth TX 76107-4706 RE: DOE # 2258 PARCEL # TRE-7 4711 EI Campo Ave. LOT-10, Henry Marks Subdivision Dear Madam: In order to improve the level of service you currently receive, the City of Fort Worth is prepazing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross private property and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be done by open cut. It has been determined that a Temporary Right- of Entry Agt-eement will be required. It gives right-of-entry to the work areas to ensur.e that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. � Regarding damages to your property by the contractor, the City of. Fort Worth agrees to requir.e the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is � subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. L�J �rl� � � u � � The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible, and to deterniine if any Permanent Easements are required. It is important that this project procede as soon as ppssible. In order for. this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this o�ce in the self-addressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than April 9, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Griffin Land Agent � � Pershing Ave. Parcel # TRE-8 DOE # 2258 � TEMPORARY RIGHT-OF-ENTRY AGREEMENT Richard H. Faulder owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 11, Henry Marks Subdivision also described as 4728 Pershing Ave. for the purpose of surveying, designing, cleaning, rehabilitation, replaoing or constructing a Sanitary Sewer or a Sanitary Sewer Manhole. Any entry and use of the premises by th� City of Fort Worth or its independent contractor under the Right-of-Entry agreement shall be permissive and shall not constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is ,required, the work shall be performed in a timely manner, weather permitting. This agreerr�e�is �x�e ted this =� day of �-�%✓' � 19 i � , bY-�� 1=��/J�)� �a�� ;-uv�ner. This agreement is executed this I day of 19 _, by , owner. a i OWNER S): �, I / ,%� � / J��/r: v �,. > �� " ��.. � . , - � � � � � � � � i� � i� I�� 0 0 �J � � � � L�'J � � � March 24, 1999 Richard H. Faulder Apartment 221 2103 Ridgemaz Blvd Fort Worth TX 76 1 1 6-2307 RE: DOE # 2258 � PARCEL # TRE-8 4728 Pershing Ave. LOT- 11, Henry Marks Subdivision C'' ��I IJ I� Dear Sir: In order to improve the level of service you currently receive, the Ciry of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross private property and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be done by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required.�It giyes right-of-entry to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. � Regarding damages °to your property by the contractor, the City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the exfent of � the actual damages caused by the work of the contractor. Also, in the event that the ground surface is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. � l�l � �I C' Ci C' The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible, and to determine if any Permanent Easements are required. It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-addressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than Apri19, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Griffin Land Agent �!l� Pershing Ave. Parcel # TRE-9 DOE # 2258 TEMPORARY RIGHT-OF-ENTRY AGREEMENT f',��.��- 3 t4F�� c-�.... Mark R. Hertel and �4��iertel owners, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 12, Henry Marks Subdivision also described as 4718 Pexshing Ave. for the purpose •of surveying, designing, cleaning, rehabilitation, replacing or constructing a Sanitary Sewer or a Sanitary Sewer Manhole. Any entry and use of the premises by the City of Fort Worth or its independent contractor un�er the Right-of-Entry agreemer_t s?:all be psrmissive and shall not �onsti+ute a trespass to the property by the City or its independent contractor. The City of Fort Worth further ��rees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. / .; This a� reement is executed this / I; day of -'� ,�� -�' , 19 �`t, by /?�i9�K f/E�i �-, owner. � This a reement is executed this /.t, day of �f �� L� � 19 �1't�� by !�'r•� f�C�i�-- , owner. � - �, � O , C C � �1 March 24, 1999 Mark R. and Kyle H. Hertel 4718 Pershing Avenue Fort Worth TX 76 1 1 6-4928 RE: DOE # 2258 � PARCEL # TRE-9 4718 Pershing Ave. , LOT- 12, Henry Marks Subdivision l�'1 � � �' LJ f �,l L�J C C i� �� J � � Deaz Sirs: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of �repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross private property and relocate sbme sewer services to a new line within the street right-of-way. The relocation of the sewer service will be dbne by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It gives right-of-entry to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. Regarding damages to your property by the contractor, the City of Fort Worth agrees to require the contractor to return your property to as neaz its original condition as possible. This includes sidewalks, couriyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible�, and to determine if any Permanent Easements are required. It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-addressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than Apri19, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Griffin Land Agent L�J ��l Pershing Ave. . Parcel # TRE-10 DOE # 2258 - TEMPORARY RIGHT-OF-ENTRY AGREEMENT Deedeie Roach Curry owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 13, Henry Marks Subdivision also described as 4716 Pershing Ave. for the purpose of surveying, designing, cleaning, rehabilitation, replacing or constructing a Sanitary Sewer or a Sanitary Sewer Manhole. � Any entry and use of the premises by the City of Fort Worth or its. independent contractor un�er the Right-ef-Entry agreeinent sha;l be pern�issive and shall iiot constitute a trespass to the property by the City or its indepen�ent contractor. � The City of Fort Worth further agrees to restore the premises to the same condition'that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. l � � �� This a.greeme �'�is executed�is day of -� , 19� �% , by .�� ' ��- ��"�'c�o er. � � � This agreement is executed this day of 19 _, by , owner. n �a OWNER ): � /- /. J �/,1 � �`� rC /. -% L- - (� �t ,/~ � ut ! _---- m � Li � � � ,� � G � !�� u � � C �J �! I� March 24, 1999 Deedeie Roach Curry 4716 Pershing Avenue Fort Worth TX 76116-4928 RE� DOE # 2258 PARCEL # TRE-10 4716 Pershing Ave. LOT- 13, Henry Marks Subdivision Dear Madam: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross private property and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be done by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It gives right-of-entry to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. Regarding damages to your property by the contractor, the Ciry of Fort Worth agrees to require the � contractor t,o return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is a subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. � � L�J CI � � L�J T'he first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible, and to determine if any Permanent Easements are required. It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and retum it to this office in the self-addressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than Apri19, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Griffin Land Agent � Pershing Ave. Parcel # TRE-11 � DOE # 2258 TEMPORARY RIGHT-OF-ENTRY AGREEMENT ihJTrlo,v Y l.. �,�/4 � po�/ ��€;ak#�e�e�Hc.'owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 14, Henry Marks Subdivision also described as 4712 Pershing Ave. for the purpose of surveying, designing, cleaning, rehabilitation, replacing or constructing a Sanitary Sewer or a Sanitary Sewer Manhole. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the �ight-of-Er�t,y agreenient s�iall be pei7i�issive and shall noi consci'tute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. � / !- �— This agreement is executed this t�<:�' day of ��;� C� � t- , 19 `�`-., by"`.i�c� �, � ;... ,: . �• , owner. .�! '� This agreement is executed this (' day of ��- � k�; ��_ , 19 i �; , by`�. _ : ( l �...,. : <�.• :, owner. I OWNFR (S): , - - I '� � . ,_ %� f � `' � � t ----___ � ( . , �. ' : -, � �. , . ��- -, .. , � ., , �_�- :_ti. - • - ._ � � �- � '..� 0 � � I � � a � �� CI March 24, 1999 Reality Homes Inc. 2413 Gus T'homasson Road Mesquite TX 75150 RE: DOE # 2258 PARCEL # TRE-11 4712 Pershing Ave. LOT-14, Henry Marks Subdivision DDear Sir or Madam: In order to improve the level of service you currently receive, the Ciry of Fort Worth is9preparing to rebuild � sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever pos`sible, it may be necessary to abandon some of the existing lines that cross private property and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be done by � open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It gives right-of-entry a to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in tHe existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. � Regarding damages to your property by the contractor, the Ciry of Fort Worth agrees to require the contractor to return your property to as near its orig.inal condition as possfble. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground'urface is � subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. D The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible, and to determine if any Permanent Easements are required. � It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-addressed envelope provided. � In order to project scheduling of 'this important improvement work, I would appreciate the retum of this document to me no later than Apri19, 1999. RThanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. � Sincerely, Q Gary Griffin Land Agent �I ��: QAR-22-99 TEi'U 12 :' . . �. • 4. . :� � YTH & CO � P.@i '�ii,..:•;': . ! . �. � .;�:�(}�3 : r.lE.,: . ;16i5�'L��N;iTi, y�!`i:'; � . , Y. �"' : � .: :, • . . qy�S�'r z. y. �.. �{{:�p,ct5...� :i�'' . . "S'�}?i't.+�.�.i : �Q� .91 �� 1ttz.tU! r • : J;r• 'r%. : . ; �r; :� �. '� �' :;. 4;'' ; • , :�``.�•�'�. . • n;;. .,;.'t �• . • : , , , . .. . ,'"•. T;;�: j. . ' ' ; {: � � . . . . �. .��:�.�•' . ' , ' ,. ��' �'.� . � . �'.. . . •i•..y,,l �>: . y�� •.: �y. �-�, �.�v��c�,r.�.�� r��.'./r',i�:7, :' � i. ';'. � . : . "`' "�' 1�. �td: tl�0 �i of Fort Worth 0nd it� ; ��•,;:..,. .�.... �'. i' ��,.�1�0 �y. Iou►}ed tt Lot 15� Henry ��`�,� `�`�Wp#'qt,the. Purpos� a.f survtying, �::y, ��:�ii�t�',u�� !� jSanitary Stwta' or a f;'; � _.< " . ;� . . :� F,. • ' 4�::?`. i: . � . • J':': e t e _ . . 'F' '�� f? ' ' r��. �j$�`�, ��(Na►�;oiit�,�n3e�ndautcontracWr ; 'F,; j �f}� I�I . �. �.'t��u� shall`a�it�i�estit�tg, � t�espass : �t + ! �: >.•... ' ' ' p a . . : :;i* {�',p�.1( y . • . I . , . . ?'- �'7'f {~�' rt,! � k�T'se� to:tlie samc cbndition th � -"�'` :� "��: k �'C:�i , 1ts'• , - '�,�;:a '�3�,�� t�#k Shall �;�erfoi'in�d ia'e untoIy � . , . >� ,,;�; � . . � `z��, . ., � ; I )? . . ; � ' . ��.�.. � . 1 . . �: :.��f:. � � .. "�' / ' i ��`(� L',��J �� .' ` � '.�+ .. . , : ,,,:: .: .: '` • ' t; •. y''•...:. Ai � : �. �;:..,.; , . ! �,.! i ;1 . t�; . . . ^..p::, � • • . r,., • . .. .. 'i'ItCF. • .I i f` i� .. `.s�' � ►+^,�q�- �..,... � c. �?:' i� t`-�r'�„i 1 . .' g �.'`L;; � ` ! . a •: ,� �. . � = i : . . . • .,fi. ��'�3�G , :�•:; . :,��r. 1 � :�'�r„—� �• ' � „s rr �a�,.T1��'r. ' . , � . � : •;:� i:' : , , , j!� . ' . i , , e':�i � 7 { • , • i: ' '� ' • , . � ' . . I' ~ ' '�� . � , , . t '' f �_ j • , ' • i�. .�..tii...... .' •."�.�.....�..�... _ . . . t . : � � •'' . . � • �, . , , � . %;.r':; � : ',.. � . . . ' : � .. r r: �: " i.d �:�f9i'. �t?jt�i�!F�*�k7fi�*N�***�*****1k�*:�1!.!i{d;**�li �. - ;� . � p., ��. . �•,..�,�,�.,.�.,..., , j , ` • • • . �.�: .�APR-21-9.9 WED '16.:39 .'i; . ;f��S'.:'TIM.� PAGES 'HOT��'' .. �: �� .. . ,'�. ... . . i . � . �� ' ,. r:�;<.. :��', , ,;- . -�� t. • ��`{=i. . �,,2 , �a tt . �if�' � L7 � �� !I L+�J I*1 � � � �� L�I �� I�� l� u L'-] I� March 24, 1999 73g " ��$ Billy Brice Evans 4708 Pershing Averiue Fort Worth TX 76107-4928 RE: DOE # 2258 PARCEL # TR�-12 4708 Pershing.Ave. LOT- 15, Henry Marks Subdivision Dear Sir: In order to improve the level of service you currently receive, the City of Fort Worth is preparing �o rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross private properly and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be done by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It gives right-of-entry to the work areas to ensure that sewer services are properly re-instated ot to.repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. Regarding damages to your property by the contractor, the City of Fort Worth agrees to require the contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible, and to determine if any Permanent Easements are required. It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to th"is office in the self-addressed envelope provided. In order to project scheduling of this �important improvement work, I would appreciate the return of this document to me no later than Apri19, 1999. Thanks for your he(p. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Griffin Land Agent u Pershing Ave. Parcel # TRE-13 DOE # 2258 � f. TEMPORARY RIGHT-OF-ENTRY AGREEMENT /f��d� •�e�a- L. Edmonds owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 17, Henry Marks Subdivision also described as 2406 Kenley St. for the purpose of surveying, designing, cleaning, rehabilitation, replacing or constructing a Sanitary Sewer or a Sanitary Sewer Manhole. Any entry and use of the premises by the City of Fort Worth or its independent contractor ur.der the Right-ef-Entry ab:eement shall be permissive ar.3 shall not constitutc a trespass to the property by the City or its inclependent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. � �� This a reement is �xecute this ;��'L'� da of � �� C� � , 19 �� by/��c,�<i /_L iria iic/S owner. y This agreement is executed this day of 19 _, by , owner. OWNER (S): � ) `� �� N` `�/ �� J' • l�, 'C Y�//J�l�.�L.//� L�J I l� L_ L�'J �� ,u L; � O �� March 24, 1999 Theda L. Edmonds 2406 Kenley Street Fort Worth TX 76107-4924 RE: DOE # 2258 PARCEL # TRE-13 2406 Kenley Street LOT- 17, Henry Marks Subdivision Dear Madam: In or,der to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross pfivate property and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be done by open cut. � It has been determined that a Temporary Right- of Entry Agreement will be required. Iti gives right-of-entry to the work areas to ensure that sewer secvices are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. � Regarding damages to your ,property by the contractor, the City of Fort Worth agrees to require the contractor to return your property to as near its original condition as po'ssible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event'that the ground surface is � subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. �� O � I� O The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible, and to determine if any Permanent Easements are required. ' It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-addressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than April 9, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Gciffin Land Agent u . � Pershing Ave. Parcel # TRE-14 DOE # 2258 TEMPORARY RIGHT-OF-ENTRY AGREEMENT Stephen Wiggins owner, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 18, Henry Mazks Subdivision also described as 2410 Kenley St. for the purpose of surveying, designing, cleaning, rehabilitation, replacing or constructing a Sanitary Sewer or a Sanitary Sewer Manhole. Any entry and use of the premises by the City of Fort Worth or its independent contractor i:nder the Ri�ht-of-Entry agreement shall be permissive und shal: not ccnstitute A trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is r�quired, the work shall be performed in a timely manner, weather permitting. This agreeme 's ex c� � this �; day of �� , 19 � , by �.� �1�.• �� ; owne�. L n /� This ,gree is ec Y�d 's � day of � �-c� , 19 � , b f .,`ow�er. �� O � LJ L"_'J i"-� L�i L�J l"! � March 24, 1999 Stephen Wiggins 2410 Kenley Street Fort Worth TX 76107-4924 RE: DOE # 2258 PARCEL # TRE-14 2410 Kenley Street LOT- 18, Henry Marks Subdivision Dear Sir: In order to improve the level of service you currently receive, the City of Fort Worth is preparing to rebuild sewer lines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon s�me of the existing lines that cross private property and relocate some sewer services to a new line within the street right-of-way. The relocation of the sewer service will be done by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It gives right-of:entry to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. Regarding damages to your property by the contractor, the City of Fort Worth agrees to require the � contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is � subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seec� the area in which the digging occurred. � � � LrJ l� LJ The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible, and to determine if any Permanent Easements are required. It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-addressed envelope provided. In order to project schedu(ing of this important improvement work, I would appreciate the return of this document to me no later than April 9, 1999. Thanks for your help. If you have any questions, please do not hesitate to call me at 871-8380. Sincerely, Gary Griffin Land Agent � Pershing Ave. Parcel #.TRE-15 DOE # 2258 TEMPORARY RIGHT-OF-ENTRY AGREEMENT Christine L. Larsen owne'r, herewith grants permission to the City of Fort Worth and its independent contractor, to enter upon the owner's property located at Lot 19, Henry Marks Subdivision also described as 2412 Kenley St. for the purpose of surveyirig, designing, cleaning, rehabilitation, replacing or constructing a Sanitary Sewer or a Sanitary Sewer Manhole. Any entry and use of the premises by the City of Fort Worth or its independent contractor under the Right-of-Entry a�reement shall �P per_missive an3 shal: r.�t constitute a trespass to the property by the City or its independent contractor. The City of Fort Worth further agrees to restore the premises to the same condition that existed prior to entry. If restoration is required, the work shall be performed in a timely manner, weather permitting. Thi a ree �t is execut d this �'�0 . day of %��,US ��Gt�' 19� by 61 �� `^ � owner. �- This a reem�nt is executed this �U 19 �, by f�i1p )��.1�� 2, owner. day of ~7�%��G'f �.`�/i� `� , f h I OW (S): /� ' � I :�n. � �,�)� � ' . �, � . I IU�G� �r.� .� :. ¢�'� � . z� O L"'l l� u � �� J ''� � �� March 24, 1999 Christine L Larsen 2412 Kenley Street Fort Worth TX 76107-4924 RE: DOE # 2258 PARCEL # TRE-15 2412 Kenley Street LOT-19, Henry Marks Subdivision Dear Madam: In order to improve the level of service you currently receive, the Ciry of Fort Worth is prepazing to rebuild sewer tines in your neighborhood. The targeted lines are very old and in need of repair/replacement. While it is our intention to repair the sewer lines utilizing trenchless technology whenever possible, it may be necessary to abandon some of the existing lines that cross private property and relocate some sewer services to a new line within the sneet right-of-way. The relocation of the sewer service will be done by open cut. It has been determined that a Temporary Right- of Entry Agreement will be required. It'gives right-of-entry to the work areas to ensure that sewer services are properly re-instated or to repair collapsed areas in the existing sewer pipe. In some cases, a Permanent Easement will be needed for the proposed improvements. Regarding damages to your property by the contractor, the City of Fort Worth agrees to require the � contractor to return your property to as near its original condition as possible. This includes sidewalks, courtyards, paving stones, masonry, wood or chain link fencing, and garage floors, but only to the extent of the actual damages caused by the work of the contractor. Also, in the event that the ground surface is � subject to digging, the City will restore the ground surface to its original level and, if necessary, re-seed the area in which the digging occurred. !*' � Irl � l� � The first stage of this project involves a preliminary survey, to determine the location of the improvements upon the property, so that the project can be designed in order to cause the least amount of inconvience as possible, and to determine if any Permanent Easements are required. It is important that this project procede as soon as possible. In order for this to take place, I respectfully request your cooperation in granting the enclosed "Temporary Right of Entry". Please sign the instrument, and return it to this office in the self-addressed envelope provided. In order to project scheduling of this important improvement work, I would appreciate the return of this document to me no later than April 9, 1999. � Thanks for your help. If you have any questions, please do not hesitate to call me �at 871-8380. Sincerely, Gary Griffm Land Agent l�'J I� � 1� � C� C� C�7 C�l � C� C�i C 7 "' �. PMS 167 (Copper) ,- PMS 288 (Bfue 1 '; ; � g� „ ��, , , , , 3" �'� 3' -1 5�� ,•' 3�� , . , . 1 �;, ,,. � 2.25" _I ;, . ; . _ , . � O� T O T�-I � , . ,_� . �.. T � � �`�� . .�`tac f�_ . .� 2.25" � . � — � � � 0 ) ,�. PMS 288 (Blue) ,•` ; • , � : , %� '; 4' - � .5 �� , :, . , , , , , , . . , . , , � , � , � 0 0 � � o�x�, �E�ate� ; � , 3" 3.75". � , . , � r� ds I,� A c tr o r�_ �- 3.75" .� c O i N 4.5" / / / / / r�-� , � , , �; �; / . /3" Radius ,� • / `�. WhIte '�. PMS 288 (Blue) / � / / r-� PROJECT SIGN - �Egure 30 N O 4.5" Scale 1 " = 1' 09/18/96 . � E2-'t Construction . •- �=� �q �. �� `` I �� t� ! ". i ♦ � �� . � : � � � � � i i � j �Ow 2-0 v„ .. � � aw r,, v wi•..r . � �. ��' ♦ i: t1��_n+•��..�r=� �� { ;�Fy ' �'.' ..... . itd,; .. � . %' � • �; t �/ . ��.1 , '�� 1: �� •� 1'�'� - .�,;, .,.. ,^:.. . .,1.:"�; �; i;s �=� ' ' : i�i I_�•.Q :.�'��, ;, , ��ti �_':::- ---�--.^- •,�, _ ... _ ��..: "�'�. _- ,•�� ,�..: � � `'� ,,_: �- � � �' •�� . . O /.. �_ �1� �5�� - • ._ .i �d' � � i ti1�L.�.. � � �• � �.� ..�',� , ��T� , �c ( ; i � -Q `� , '�� M1N. � r �i i � '. O F � B . ' Z l0 � . �. f � MATERIAL LIST 3/4" or 1" as applicable � � - Standard Corporation Stop QB - Standard Curb Stop � 90� Elbow. QC - Meter Box and Meter to be installed by Other� QD - Service Line QE -�Blue Vinyl Tape, 3" wide, 6" above ground Q- Area to be backfilled with sand 3/4" & f" WATER SERV[CE DETAI L FlGURE 2 �"� �'1 � � � -- �____� � E �3 E1-17 Material . E2-17 Constr� �n � � � � d ��. ` Plug :�0°� � /� %�.'r.�.��,t .el rS'�iti � O� r�� :t+�''„+i:� �;� NOTE: Beari�g Areas shown are based on 150 P.S.1.G test pressure and 3000 P.S.F. soil bearing value. / Tee 7 e;::':t� :�•�`' / Y; :i ;'.;:�. .- �;.''� :�'`� � ;�:�,�. �:�;••,,1 '� A 1• ` -� �� , I�� •� �•� � � � � .��y ��•S '^/'t i.t{:• ,P�••:•► �•.a�.l � X t�Xti �::;•...`'•: ''` j,,'• - � _ � ��•p•� � � •'' �p ^'� q� � "E" 1500# Concrete � - � P i pe •� �•._ S i ze ' 4� � 6" g�� to" 12" 16" 20" 24" 3p�� I 36�� ,�42�� ' 48�� ► 54„ NOTES 1500# Concrete Bend �9� I e`� ,/ o i ? � �S. I /c�� ' �c� so � � .:•. �90 0 � ��d as _ ti � �' s .; : . '�d ': :�: • co7 °"s .?tyi. ' : i . O'S ' � 'p �.. ' : � "' � � � `t. b• ' . . �•�. i :� :• Z •. � � I �: o S, � •:�. � . . ,�.�. • •,�. �'t�p/ i �r,r `� �I•� :.;�4�t' .� �� f �� HORIZONTAL BL4CKiNG TABLE -;Dimension "X" May Vary !f Necessary To Provide Bearing Against Undisturbed Trench Wall • _ . � � X--� 1 1°._ 15' 22° _ 3p' 45° 90° Tee � Pl ug . Dim. Min. r�ax, r►in. Max. Min. Max. Min.� Max. Min. Max Ft. "A" Are Vnl "R" ArPa Vol, "�" Area Vol. "D" Area 1l01. "�" area Vol 1�. .90 .8 .05. •95 •�0 .05 .95 .�0 .05 .9t .82 .05 1.16 .5� .05 1•5 .90 :8 .05. •95 •90 .OS 1.05 1•10 .OS 1• 3 1•99 •05 1•19 1•41 .05 1.5 •90 .8 .95 •95 .g0 .OS 1.41 2.00 .OS 1.�6 3.47 .l 1.57 2.46 .1 1.5 .90 .8 .05;. 1.26 1.60 .05 1.79 3.20 .1 2.18 5.62 .2 1.99 3.98 .15 1.5 1.10 1.2 .05 1.48 2.30 .1 2.14 4.�0 .2 , 2.$3 $.00 .3 2.38 5.65 .2• 2 1.41 2.0 .1 2.00 4.00 .1 2.83 8.00 .4 3•75 Y+•lo .65 3.16 10.00 .5 2 1.77 3.10 .2 2.54 6.20 .3 3•52 12•40 .6 4.70 1.00 1.15 3•9�15•55 •?5 2 2. 14 4. 50 .2� 3. 00 9. 00 . 5 4.25 18.10 .95 S. 65 �Z.00 1.85 4�.76 22 . 60 1. OS 2.5 2.66 7.10 .55 3.78 u+.2o 1.0 5.30 28.20 1.�5 7.05 49.80 3.4 �•91 35•332. t 2. 5 3. 33 to . oo . �5 4. So 2a4o t.4 6. 36 �a8o 2.65 8• 50 72.00 5• 1 7. 20 5t • oa 2.95 3 3.�2 13.8ot,,,� �.25 ��.60 2.2 �.4L5�.�o 4. � �.ao ��.so �.� 8.3o E�.00 4.75 . 3 4• 38 18. �0 1.6 6.�Oo 3�.00 2.9 �.48 z.�0 .4 11 .14 laG. 10.4 . o .03 6.15 4.0 4.00 '2. �4.00 6.70�b�o0 7.00 _ 9.40 88.00 0.00 1,3.00 F,2n t,F�;n_ 10•7 115Aolt2•o : � Minimum areas shown are in square feet. Volumes shown are in cubic yards. Vertical dimensions of all block bearing areas shall be i�entical to the �horizontal dimension shown. ' � HORlZONTAL BLOCKING �-�-,� FIGURE 9 � DETAIL � E-1-20 Material E-2-20 Construction � -- . L� ..•;�;�_:=�:� a �. :�.. 'r ;.; � ••�• , L•, •,•j• O �� l'r��,`t ;r\ � ,� ��0�;•. :+.� p.� � , ° pa�: i D.: ,., : �' . .� : .; i�: ��r Standard Asbestos-Cement Coupling Asbestos-Cement �— (One Required at Mid-Point between Adapter � Specials) . .` ` Asbestos Cement .,�• -�;�• ��.,; . ---. � Adapter ;irD=-=';. •'. .''. "'r �i, '�.� I � � � ' . . . 'ti • �. �� .. � � '�. �. .Y.:' • 'f f��•i; SI � • O • • . , .. . �� .. . ' . • : .• • •i �. . � � �" r � �',' , . � • I . • . . • • - . • � - - - ' � .+;:':t;e? � ��. . D. .��'b� •. •, . : ; : _ . . ;ti -: ... . _ �.� � . o'�Q:��, ';� ,; • .. . : �: : � .- : � - ; .. " ' 6 � ' ;.�., ,• �.�; . - •' �� . ,, ..,., v� ,�� : .• : '�-� _�eo�� o . ;�•: . �� L% .. . , • .. ., .,,,�o �. .. ��J""' _ �•' f�•��'� :` • �� r�:1�`I ,, . :•, ,:� "� � .' � f f � �,4' � �� Typical Blocking for Valve Installed in Asbestos-Cement Pressure lines • / %, � , i . i / / � �! . � � � , — �r;.'�''' �, �� ,a�..-,' . . •: � � � SECTION A-A Typical Blocking for Fire Hydrant Installed in Asbestos-Cement Pressure Lines � 3'-b" Bury with $arrel and Stem f or A-C P i pPl � 1 �_6�� Extension � c .� L C ��/�//�////////��/� ,,,,,,,,,,, Reinforcing Deformed Bar specified Rod sha)1 be No. unless otherwise „ � L ^f � ...� �1 i ��ii = � ` ,, � - z� L � � � p �' C.i � a� 0 z 0 a � i` ._ NOTE: Although the arrangement of A-C pipe adapters, short lengths, and coupiings_are shown in this detail for a fire line, this arrangement shali be typical for instaiiation of valves or specials along the route of the water main. � TYPICAL INSTALLATiON FOR � . VALVES 8c � SPECIALS ON ASBESTaS CEMENT PRESSURE PIPE � �,_,_ s F i G U R E 6 E�- 6 Materials 7 E2- 6 Construction � SECTION B-B EXCAVATI�N, BACKF�ILL. AND PAVEMENT � REPAIR UNDER EXISTING STREE�TS MIN. 2' H�T OR COLD MIX ASPHALT� EXIST. STREET PAVEMENT ��j v�: ..• Q": : '`: , .'� � D � � —TEMP�RARY PAVING REPAIR SH❑WN — F❑R PERMANENT PAVING REPAIR DETAILS D SEE FIGURES 1-5 ❑R AS SPECIFIED IN THE PLANS ❑R SPECIFICATIONS, . i � -� �ri�( 6� cdM��C�E� "�i� �� j�� .i� � �j��, ' . / / . / �FLEX-BASE MATERIAL�%��•/%��//��/� . • .•: • • . � D //./,•i'//!.�"/�/%• �'/�L• i /� . .%/� �'/� ,' •` . . �'' ' •.. . . a . � •. .. , •: � , z�' •. ..' • . , � . f.� a � I . �' .. EXIST, BASE � � SAND MATERIAL� EMBEDMENT SEE SPEC, E1-2 �� 1) SEWER — MINIMUM 12'—� SAND EMBEDMENT C�VER 2) WATER — MINIMUM 6' SAND EMBEDMENT C�VER MINIMUM 6' EMBEDMENT• � • , . . .a� .• ' • B❑TTOM ❑F TEMPORARY OR : .', : • ''' .' • . • � ,' PERMANENT PAVEMENT REPAIR ' . • , , .. . : � . ' ' �• ' �' ' , � `,� ' �TYPE C BACKFILL '�'" �`••'' ' SEE SPEC, E1-2 � `->" � ��' 1'-6' MAXIMUM . . .. ' � �, ' . ;; : . . " ; . ' :i .�� . �� ' � � � ' � CRUSHED ST�NE . ,�Q� ' ' .; � SEE SPEC, E1-3 .J�;e�,•V• ` `i 1 :.�, . ;`�, ''�`.:. :• ' � � ; � �'s; : i:.•.� �,: :. . ;."'�' 1 ' . , �.•• �' � INCLUDED IN LINEAR FO�T BID PRICE ❑F PIPE �IGURE CSEWER� ALL CWATER SIZES 16" B �IZES) � & LARGER) � NTS REV� MARCH z5, 1999 D- � � .' � � � D .� � � �,., ,....: �a � a � a D � � Q Class "d" (2500#) Concrete #4 Steel Ear _� Wrap pipe with 15# roofing felt form as necessary ,-. � v � 0 � c �E 0 z a� �. .� a /� �' � ,- � "� � ,,. . . / .- i , / 0 BENDS` 90° 45° 221/2° 11 1/4' *Vol. Req'd. C.F. 39.99 21.64 11.03 5.54 A Ft. 2.50 1.42 1.0 �.75 6 B Ft. 4.0 3.88 3.36 2.75 C Ft. 4.0 3.88 3.36 2.75 *Vol. Req'd. C.F. 71.09 38.47 19.61 9.85 A Ft. 2.83 1.67 1.5 1.0 8 B Ft. 5.0 4.8 3.66 3.2 C Ft. 5.0 4.8 3.66 3.2 *Vol. Req'd. C.F. 111.07 60.11 30.65 15.40 A Ft. 3.25 1.92 1.75 1.5 10 B Ft. 5.9 5.6 4.25 3.25 C Ft. 5.9 5.6 4.25 3.25 *Voi. Req'd. C.F. 159.94 86.56 44.13 22.17 A Ft. 4.17 2.42 1.42 1.25 12 6 Ft. 6.2 . 6.0 5.54 4.2 C� Ft. 6.2 6.0 5.54 4.2 *Volume calculated on the basis of concrete reacting thrust on the respective bends under an internal pressure of 150 psig at the rate of 150 lb. wt. per cu. ft. of concrete. �ERTlCAL , 1-1-78 EXAM PLE TIE-DOWN FfGURE A �� : Keep concrete ctear of pipe joints and bolt5 '0 � � :�.; % A 6LOCK DETAI L ( � E1-20 Material E2-20 Construction , D W � co � ' a a co � a a � w EXiSTING CURB 8� GUTTEt� ..� .� EXIST. CONC. PAVEMENT SAW . ,• � • - . . . • : : � �3 �'s. yr— '► ` • �_ �_1.�r,.ii/////��1� N0.3 BARS ON 24�� CENTERS BOTH WAYS WtTH M1N.2 BARS LONGITUOtNAL IN �ITCN �CLASS ��A" REINFORCE� CONCRETE EXISTING CONC. EXISTING PAVEMENT REPLACEMENT PAVEMENT �CURBB�GUTTER T \ SAW CUT , � _ �- : • . � � a� 1 ' \ . . . �I: .� . � � •:. : • • . ' '°.,.. ' • . �� . � . � . � , �`, . . . . � . • . . - ,o o �� : o� ODo `�op 000m�"' Z .o:oo.r�: "p c�.o�o.o� � /' ' ' , . : , ' . ' � o- m _�4� �4•`�'��A�oas '�"� /////////��/////11T77�� • %' � / 2:27 CONCRETE --/ EX1ST BASE DITCH WALL� ((F ANY) PROPOSED FACtLlTY tNSTAL�ATION -- --- -__ PI PE ,----�.. . . i ..,..... .�;::>. i �� . • �ALL TRENCH BACKFILL SHALL EXISTING BASE � � MEET REQUIREMEN7S FOR (IF ANY) � GftADAT10N B�COMPACTION AS �� SPECiF1E0 1N iTEM 402 OF 7HE ' � ' STANQARO SPEC1fICAT10NS FOR � � CONSTRUCTION PUBLIC WORKS " OEPT.,Ct7Y0FF�ORTWORTH,TX. OR BACKFiLL AS SPECIFIED IN SECTIONS EI-2 8 E2-2 OF THE SPECIFICATIONS FOR WATER . DEPT. PROJ£CTS FORT WORTH ��- WATER OEPT., CI�Y OF FORT W ORTli,T EXAS. .:•�; N0.2- IF STEEL EXISTS IN CONCRETE N0.3-REINFORCED CONCRETE PAVE- PAVEMENT TO 8E CUT,7HE STEEL SHALL MENT WILL BE REPLACED OVER BE CUT a SALVAGED AS POSSIBLE. A MIN- TRENCH AS SHOWN IN THE EVENT IMUM LAP SPL.iCE OISTANCE OF 12�� NOH-REINFORCE� CONCRETE SHaL� BE PROvi�EO. PAvEM�N7 IS REMOVED. IS GREATER: TYPICAL S ECTION-TRENCH REPAiR DE E EDIFC ALFRTHE SP CBEEO CONCRETE PAVEMENT NOTE3i N0,1-REINFORCEU CONCRETE PAVEMENT SN4LL 8E REPLACED T� ORIGINAL DEPTH OR TO A MINIMUM DEPTH OF 5� WHICHEVER IS GREATER. N0.4-8EOOING OF P1PE TO MATCH AOJAC�NT SECTtONS OR SPECIFI- CATION 402 WHICHEVER ' TNICKNESS ,QF, 2�27 IS A ODED TO 7HE CLASS A CONCRETE. C1TY OF FORT WORTH�T£XAS FtLE NO.C-3226 i RANSPORiATlON/PUBI 1C WOftKS ENGINEERING OIVISiON � a_ . . a �r...J �J � �� 1..+�..� 1�.�.1 �� L�...i REV.-6-1-76 REV.� It-I-79 REV.-12-15-80 REV.-g-30••62 REV.4-84 ��G. � � 0 � � � � � � r L�� '�J � 0 MIN. 2' HOT ❑R C❑LD MIX ASPHALT, -TEMPORARY PAVING REPAIR SHOWN - �XIST. STREET PAVEMENT FOR PERMANENT PAVING REPAIR DETAILS SEE FIGURES 1-S OR AS SPECIFIED IN THE PLANS OR SPECIFICATI�NS. � �l . / VOVOVOVOVOV�VOVOVOVr_v�v�aiOv�vQvpv�v ��y�yQ� �j�j � � 0 � � � � � �V� � � � � � 0 � 0 0 � � � 0 �� , . . . ��/ MIN � 6' C MPAC`f E�D (��%�/ �•• ; ' . � , ' �� j� FLEX-BASE MATERIAL/��'�/ j�� /� : a . • . •' ' i'// :' %%/.i'%/. /'N . .• / /� i"/. .n . � .. , •. � � � �' ' BOTTdM OF TEMPORARY QR � � . , ,� ::.• ••� :,.' ;. , � . = ��' .. PERMANENT PAVEMENT REPAIR � � EXIST. BASE C� � I' 1 ,- , � � EXCAVATI�N, BACK�ILL AND PAVEMENT REPAIR UNDER EXISTING STREETS � SAND MATERIAL• EMBEDMENT . SEE SPEC. E1-2 • .. . . � . ' . '. :ti.• ' . ._~ ,�'1 . . ,. '..'� . . . . ! . . . ' :,. :. , ..:. '�' � �. �� . ,. • _�.'• . � 1 . . . } � . , L • �._ •. L�,�i ~��G _� . .�t:. . , Q " • • .< .� .�t... .`..;••,�;. % OOO!//��j/ � '• • • •' . . �� .. �' • . i , . •' • . �• . ' •., . • , .'. •. a� , . . • � . �• • ••d ' • . '.1• ..' , ��•• .�.� �TYPE C BACKFILL SEE SPEC, E1-2 1'-6' MAXIMUM 0 MINIMUM 6' SAND EMBEDMENT COVER UM 6' EMBEDMENT � INCLUDED IN LINEAR FOOT BID PRICE OF PIPE F�IGURE A CWATER SIZES UP TC7 & INCLUDING 12") NTS REV� MARCH 25, 1999 � i�..,�..�.� . _ „ . _ . _ , �; ' ' E.ris� C,b. � i � i; ' � �� ' . � -- . ;� -- �, , �� • �, . . �� , � (a„�:-:s - �faz—r:=::s�i Exist. /41¢f¢r 1/du/1. '� Sat O¢to�i/ %r . . �� ' T¢��. Servic¢ •` � �` "=`s' `s "i 'j Conn¢ cfion. ' � ii �+�li �tSY.rtiJ'S�i 1 � . 1� 11 ��1 �� .y.� . ,; � �� be ,; � � � �r,.. � � i iYit i.RPJ�J ; �•; , � �; � F v � � ;, ►� ti � � �, s �� ,� ,� ;�'1====jt� �='�'� .(� �cns rsats'vrslt 1i � ' i " _ e �; � c h Q � �' � � �. � � Q� �� To F, y, Du/�t %'or T�rn,o. �-- iK9�ti- Su,o,o �y. _ �� Trn/�. Sar'✓ic¢A� 2" G�� i;o¢ � `' '' � � i e ' ii � ` �� ftsaszstz �s.:zti� 11 � � •, o .�..=:t z��s.:r�i=ti,;; `e �� e 11 I I �� ' 11 / ` 1' 1� 1 a �1 TY�/�'�9L �.r4/JV B �—�'ASS �A��GI i F/GlJi�C'E 1 ► E.ris� Cb. !� •�e� 9-,r.sh � .. — , — - ,. . �CITY WATER OEPARTMENT fORT WOFtTH, TEX�►S - C.=?! i� �t C� C� [� �3 C'�'�1 C� '� i� C7 � C� � C� ��] R• •[[ IIOT[ O K1.0�1 � . � . . [k1�T CUII� [x1iT 11.Y.AC IIM�.C. Ri��/�t[Y�MT �—tx�« NYAC LrisT CuR• � �YTT[11 fUR/ACL ( �� MIM ► �u��C[ �� NTT�R ti i�M QIT1 fMN WT ' � ,,. � • � �i I ��een� "•A � 1 � ' •• �• , ' ' • • • % � w• � � � � �: •� b � ti� . ' • • ~' 1 " ' • \ � /IIINE COAT ' MQTE=' � 2 • 27 COMCpETE (� i.i7 CONCR[T[ �IALL �[ /d1111[0 A 1MK 0/ �� •�l t�frCn MGN/�L� l�Ml� Y([T ��t{T fAs[ �LOM �OMOM OI [It1iT, N.M.�C. MvtM[itT. . R[p41REM[1ff2 /OR 111�DAT�OAr •w0 COMIACT�ON A• /►[Cl/I[0 �M �T(Y i0i Of TM( tTAMfiId�D �ItC11�C�' (' KL [1lMT. AfRN�T lMAI.L K K/�A�,O TO TME TIOM� !0� COM�TRYCTQM, ►Y�l IC � A � *ORK� O[►T,C�Tr OI /ORT MORTN SM�AI� �ZTOF:~INEwG�1�D[D�9u7��C��1u�SE. T[x�1 0* �I1CKftlL A3 SPEC1ilE0 1N S(CTpNS [ L 2 ANO EZ• 2 OI TIR ' f►[Gl+t�i�OM3 �011 r�T[R D[►�T- • Y�NT ��10�[CT�� /ORt NORTN KATiR ��[��IN• 0/ ►t►[ TO MATCN A��ACtNT •[CTIOM • OE�t,C�Tr O� iO�T w011TN. T[xr►• OR MLC111CAT1011 1�l� Ml11G11[Y[It !t 110Ri ' . fTRNKMT. r • • `� �AprpKp I�WT� MISf�I�ATfON O ON YA�011N10�1'�11t MIOiCT t11OM[01 WI O[lIM�RMIfT . . . [Mw1TE TiR 111LL'M�TN Q�Q�N KItAC. MYf1�ff �� • --r----►��[ to �aacqcaa��oiw � wiutr To tNnpTAlO COIMTItYCT10M ' • ,. �O�OM�. 1► M'/AO�R1ATt�M /IR.I MOTM G� NMrMOt MIAL� �. • . . , .. . . . • -, + pTCM wwL� . K 11[YOV�p � KrIAl�! 111TN ArMO�MAT[ TR[ATIOIT TO ' " ' ' - • • " [Xff�t1li �A![ OR 1N�M� rATtMAI. . , � I Flb ' '-322! . . ,, TYPiCAL $�CTtON-TREN�H REP�4lR • TYPICAL H. M. A. C."SURFACE WtTH S411. BASE C/T 1' Of fORT A17KTN * MDT "�` "s"'"LT�c caMCRCTt aev•e-s,•_z . TRAN�f''�?7A:1. N/! t NI . V:. RhS DEPT. �[v-u-�-T� EMI/AcEERMAf O/r'f/ON R[Y-12.16-a0 �,�. � f/i. i / .� � � - � 0 .36 "�s�fA.Y. r .0 � � � i4�Tj�hd/1 COYs/.' .� �` 2••GcD�K%JffJ¢. � .,�;.ti;�;��'' ��1�y.�..� . ; "�•;; :.+.:� � }��:,'r=.. `�i.:�• �, � .;a;. ;;:+--,,:��.u,r� ,�... .�.t.�. ,, _ „ . �..r:�' , . . , ,/ � / $�o�✓�.ok�rd, finishad 2 •6. �/5�.4�o1'in9 fQ/1, 3G `Wida. Exis/ ��.�9? C1TY WATEa OEPARTMENT �� . FORT W�RTH, TEXAS ��vr.E�S�GTio1v CRO SS/N� rD E T.9 /L F/GURE 3 . . � Rev. 9 -�2 - � _ . ,. .�_ ... �. � ---- � � � . . � � � ---------� "_ _, ,_ • .� 1,�. .... _ , , ., , , . ► ;_ � ' fc�ro�",e' �*' �T'ub.i�9� �2 : .'.`•.,Y..� :�,,. „�,,�, ,i.�.�y , `Gc�/�.o,,;oQ ..:.:y;=.� ' ��: .• '.4' �p" ,':��I:�O' • % � Ii � �.�;;;: .:v':• �'.:�: �..'.'.�c-'' `?;; .� � `�c .�,�'•• �' '� ••.�� "''a•"'� ,�"'��l ..�;•• :..'d..t. 4' •, :. r •� '!��%,t�`9:^.t�%11��, •'�e.••o �:1,.�;b.%�%�a :1�� I � '\"/i, �!�r.�.�y'or.��.+�vi.,1►,i ��. � '� E.rist. Cbj�,o,e�. Serrics 1 int � . � Q - �!J � � � ` " ' -- --.�--. � �'onri�-�cror- s�a// d¢ � r0 Cbvt,r �ete�. ydu/r aF'uii�ad � , �' �or�c�� 9�d�d. w�iti , �� ,� �� .. � , � : r,r _ R. �i��..r��v�/.\Y//�\\'�j ! i\\v,,��h,�. , �� Ao'c9.ot e�s i-t4 c�:rQ o! : ' .riSl.' /oj�jy�lst , �' yo /i�ouse o� SQ�v'�c , �` ��d9 � �l� v��vii �..�i ..,y,,��+�� '�Y' , ' ; .�i'ere� �/,,�►//,i e �a�novQ� 6y r�iS� ca�r��ctor- � Connrotio,s /�i.am � ,orirdfp� st�v�Ce sh � h¢ � �»d�d� bs� Conl�.rcror.� � i C1TY WqTEF �EP,�RTMENT � F�T wo�rH, TEXAS ��i�i� S�-/�y�� . e�- rc��ynrEc�-, ,��`�"�9/L ON �`'/�Uk��- � . � �'ev. 9-,2�•qn � , , r � �� ( ''� � � � � �� •., —1 .r�,` �� ......�." � � i � OMinimum 2rows p�efv�med biturnastic joi, Sea,f�nt (Rarn-Nek or a,��r Equal%. . ,Ha.�vl:�.f.c c`o.��.Yts c.- A. S, T. �1, C- 47d ,ones+asl' /1[ir,/�'OrCtCi .*�An�%101d s¢ct�o�9 0� aqe,s.�l, �P¢f.''-E-t�-/'ft � /V ~ 0 . . . � �� 0 �� , .�cl�.Nfcl� !'.-�A.a .v.,d �� d��. � � cava.�, ¢qw! fo .t>c'.�(��:n hy N � - � 1'ro� Avi.v-.F�, �::�: ' �'% �'✓0..4'�o.I.iV,�r��.concea/�+dpick•• e%�;` •%:,��::.;.�:; :;. s/ofs o�pick,bars, Ref: E�-!4, :•.` _ .�:. ` �:; .: �..; �;�, i.�1 . . ;, : ,,. � :: ;:K:;., : ;.: �'•' � •.4.�•.� - � � I I � . ��..� t �� :: . , � ° �► �: �:_, 0 � ••� �� •� �• I+� t a � . ; :ti� a � �,,,.. •�•'��;"' � �`"�� T t.sc�i ivrdt_ ' . COn c! C�'�d/c . G ... �f«d �o D �;� ��e da�f' ., ��;. ! � �0 /� •� . � �va,�� w.f,� d:..,�� a �P�P� � . :�� '.•: � ♦` �._�.__ � .,oJ; . '. , :Q .o� :1.,�:,'t~ ;:a::: �•D•. `�'. ;�°:b�q''� .:�::i D � �f•tY �R �"� 0.�; �, ;�(0 ��! . �:; ',/.'��Q!: •.� ..';',�• � � � D � G'�ovt�(.�' ; -�` "=;.e , 6 ".NlN. --� Pi�¢tlsf� , : . , r .•i. ...��.:-''• �;�►r-r1�0.0'� •'y.:. - • • •. ��•�A,tit . 0:��.' ��•: � .O'•�. ��• f •'e•�i.. �� .'p. ' _ - o. � ,'�.,• o: : , o: .: �0 :. •• • 4•� , „ _ w �r� � �-►!�.�n � F ,�-7 � •ti - .:• ..�...�;..,.r.:-� � o ; :.. ;p: ' •';p';�: :'_�: : : %;�� '� 0. .o•':p� �'i ;•n. Q . 0•; . ;:a.:' ;'b:';..,•r . . . . •�0 ' n • • � 0 • � I • : 0'. • � ��• . .. ... . . .. �,•; �.';l � r:.,:l : Clgss F«000 +�1 Co.,c f¢ —� C..�fIN. .�..J � , �'lCU,P�E M; �Y�0�4/�s�.6�D ��iVis/4�C,�' �o.�a�.�s� �.aow�> . 0 EI-14 Material E2-14 Construction . �J � L�l � L1 � � �� u S TA�ET DIi9 T a r � 0 4.0' . N � �� /�� • ' �, � c /� ,� • , / r- --� _� 3" TYP . \ i-- .�� ' � ' ' � � `�,� ` /,� �' � � '�. � . � / � -� `- . � r � � .. ,` ` � , o 1•� \ � � � � l, � � '� �J . ��. �l� r . � � \ .�• `~�� /, O .`.\ •� � ` � f j • +� ' � • ' � 8-+�4 REBARS TYP. USE 30001� C�ASS A CONCRETE. � A � Q CONC. COLLAR ' HEIGHT VARIES� 3/4" CHAMFER TYP. . � , ♦ PVNT. P�NT. �� . , ' � ' GROUND � - `� � , � ` 2.' 27. �� • • '� %I I � 111 %I { 11.� 111 � • . '. GRADE RING � �' Q ` � •--. ------- -- '' '` . CASE 1 CASE 2 ''• ' +, 6" MIN � � M • , RAM NECK • ' 3 MINIMUM � � t!�J � � � u CASE ! • ' FiEIGHT VARIES COLLAR SHALL EXTEND TO � TOP OF 2.• 27 CONCRETE SECT I ON A lREBAR REO. J CASE 2 � COL LAR SHAL L EXTEN� 3' BEL OM BOTTOH OF LOI✓EST GRADE RIN6 (REBAR REO. J . FIGURE 121 � CONCRETE MANHOLE DETAIL COLLAR� Ei-20.2! FSATERIAL E2-20.2i CONSTRUC7ION 5/!8/90 3/OS/93 � l�J O - RT �1Q0 4 WATERTIGHT MANHOLE INS� S SECTION E1Q0 - MATERIAL SPECIFICATIONS MA7ERIAL STANDARD E100-4 JANUARY 1, 1978 (AODED 5/13/90) � E100-4.1 GENERA�: This standard covers the furnishing and installation of watertight gasketed manhole inserts in the Fort Worth sanitary sewer collection system. . QE100-4.2 MATERIALS AND DE$.��(: � a. The manhole insert shall be of corrosion-proof high density polyethelene that meets or exceeds the requirements of ASTM D1248, Category 5, Type III. �j b. The minimum thickness of the manhole insert shall be 1/8". L� c. The manhole insert shall have a gasket that provides positive seal in a wet or dry conditions. The gasket shall be made of closed cell neoprene rubber and meet the requirement of�ASTM 01056, or equal. d. The manhole inse�t shall have a strap for removing the insert. The a strap shall be made of minimum 1" vride woven polypropalene ar nylon webbing, with the ends treated to prevent unravelling. Stainless steel hardware shall be used to securely attach strap to the insert. l!1 � e. The manhole insert shall have one or more vent holes or valves to release gasses and allaw water inflow at a rate no greater than 10 gallons per 24 hours. � E100-4.3 INSTALLATION: � a. The manhole frame shall be cleaned of all dirt and debris before placing the mani��le insert on the rim. � � � � �J � � b. The manhole insert shall be fully seated around the manhole frame rim to retard water from seeping between the cover and the manhole frame rim. E100 (1) GENERAL CONSTRUCTION NOTES l. Applicable design and details shall conform to "General Contract Documents and Specifications for Water Department Projects" (GCD) effective July 1, 1978, with the latest revisions. � ' 2. All horizontal blocking, cradle blocking, and vertical tie-down blocking to be in accordance with Fig.(s) 9, 10, and 11 of the GCD. 3. Fire hydrants shall be located a minimum of 3'-0" behind the face of curb per Fig. 5 GCD. 4. All gate valve installations for sizes up to 12" are to be per Fig. 3 GCD and sizes 16" and larger Fig. 4 GCD. 5. The proposed water and/or sewer mains at times will be laid close to other existing utilities and structures both above and below the ground. The contractor shall make necessary provisions for the support and protection of all utility poles, fences, trees, shrubs, gas mains, telephone cables, TtJ cables, drainage pipes, utility services, and all other utilities and structures both above and below the ground during construction. It is the contractor's responsibility to notify all utility owners prior to any construction in the area and verify the actual location of all buried utilities that may or may not be shown on the plans. The contractor shall preserve and protect all underground and overhead facilities and be responsible for any damage he may cause to them. The Contractor shall contact the following @ least 48 hours prior to excavating at each location: Fort Worth Water Department Field Operations Fort Worth Transportation & Public Works Light and Signal Division Lone Star Gas Company Texas Utility Service Company Southwestern Bell Telephone Company Texas One Call-Fiber Optics Location (MCI, AT&T, Sprint, etc.) Marcus Cable T.V. 871-8296 871-8100 Metro (214) 263-3444 336-2328 Enterprise 9800 1-800-245-4545 737-4731 6. Contractor shall verify the elevation, configuration, and angulation of existing line prior to construction of tie-in materials. Such verification shall be considered as subsidiary cost of project and no additional compensation will be allowed. Elevation adjustments at connections may be made with bends, offsets, or joint deflections. All nonstandard bends shall be made using the closest standard M.J. fittings with the required joint deflections.(deflections not to exceed manufacturer's deflection per joint) 7. Contractor shall keep at least one lane of traffic open at all times during construction I�I �� ',j u ��J � �--� �� u � � lJl L�J �� ~ fORt` O � � �v � a�rTf x �;. s :i WATER DEPARTMENT SECTIO�� E SPtCI FI CA7IO�VS JAiJUARY 1, 197t3 A1l materials, construction methods and procedures used in this project shall conform to Sections �l, E2, and E1A of the Fort iJorth Water l?�partment Genera] Contract Documents and General Specifications, together w9th any additional material specification(s), construction(s) or later revision(s). (See revisions listed on this sheet). Sections E:1, E2 and E2A of the Fort Worth Water Uepartment General Contract Documents and General Specifications are hereby made a part of this contract documant by reference. for all purposes, the same as if copies verbatim �erein, and such Sections are filed and kept in tna office of ti�e City Secretary of the City of Fort worth as an official record of the City of Fort Worti�. INDEX E1 E� E2A MATERIAL SPECIFTCATIO�{S COt�STRUCTION SPECI FI CATIOi�IS GENERAL DESIGN DETAILS Revisions as of April 'L0, 19�1, follow: E1-'L.4 Backfill: (Correct minimum canpaction requirement to 95;� Procter density and correci P.I. values as follows:) c. Additionai backfill requirements when approved for use in s treets : 1. Type B Backfill (c) Maximum plastic index (PI) shall be � 'L. 7ype C Kackfill — (a) Material meeting requirements and having a PI of 8 or less s(iall be considered as suitable for comaac�- ion by ;3Qtiing �I (b) Material meeiing requirement and having a PI of 9 i� . �r more si�al l be considered for use or+�y wi ti� — rr�ec��anica� compaction • � � EL-2.11Trencl� �ackfill: (Correct minimum compaction requirement wherzver it appears in this section to 95� Procter density except for paragraph a.1, wt�ere the "9�� modified Procier density" sha11 remain unchang��). � CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH, TEXAS Date: � NAME OF PROJECT: PROJECT NUMBER: THIS IS TO CERTIFY THAT (Name and Address of Insured) 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 in accordance with the provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. TYPE OF INSURANCE � Policy No. Effective Expires Limits of Liability Worker's Compensation Comprehensive General Liability Insurance (Public Liability) Blasting Collapse of Buildings or structures adjacent to excavations Damage to Underground I Utilities Builder's Risk � Comprehensive Automobile Liability Contractual Liability Other � Bodily Injury: Ea.Occurrence: $ Property Damage: Ea Occurrence: $ � Ea. Occurrence: $ IEa.Occurrence: $ � � Ea. Occurrence: $ � � Bodily Injury: , Ea. Person: $ Ea.Occurrence: $ Property Damage: Ea Occurrence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ � � . Locations covered: " '" ' Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. � Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. Aeencv Fort Worth Aeent Bv Address Title L�'J L�J i� �I �� ,u l!J �� u � L�J � � u � � LJ � � and access to all places of business and residence at all times.(reference C6-6.5 GCD) 8. No excavated materials, backfill materials, equipment, or supplies shall be stored within floodways or drainage easements.(reference C6-6.6 GCD) 9. Trenches which lay outside existing or future pavements shall be backfilled above the top of the embedment with Type "C" backfill material. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" material shall be used. All backfill material shall be compacted to a minimum of 90% proctor density by means of tamping only. Trenches which cross, under existing or future pavement shall be backfilled per Fig. "A" with 95% proctor density by jetting, tamping, or a combination of such methods. l O.Rim elevations of the proposed sanitary sewer manholes in repaved streets are shown as final finished grades in these plans. They shall be constructed to 15" below final finished grade by utility contractor and adjusted by paving contractor in accordance with Fig. M of the special contract documents. Concrete collars shall be installed where indicated on the plans per Fig. 121 of the special contract documents. Manhole inserts shall be installed in all standazd four foot and standazd four foot drop access manholes per E-100-4 of the special contract documents. Standard four foot diameter manholes shall be in accordance with section E2A, Fig. 103 and Fig. 104 GCD, standard four foot drop access manholes per Fig. 107 GCD, and shallow manholes per Fig. 106 GCD. 11.The top of the water lines shall be a minimum of 3'-6" below the top of the curb for 12" and smaller mains except where otherwise shown on these plans. 12.All water meters shall be placed or relocated 3'-0" behind the face of the proposed curb or as directed by the Engineer. � 13.All existing water services shall be replaced with 1" minimlun copper tubing unless a larger size is indicated on the plans. Corporation stops shall be fully opened prior to trench backfill. Curb stops with lock wings shall be tested for full flow when the system is pressure tested. Extend 1" water services to those lots where no water services have been extended to. Locate these services at normal locations or as directed by the Engineer. a.The normal location of water service lines shall be 5' east or north of the center of the property frontage. b.For 40' or less lot frontage, all water services shall be placed 18" from the east or south property line. 14.All sanitary sewer services encountered shall be replaced to the property line as directed by the Engineer. 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- 060530175760,PS58-070580174980 � t�! � � DAVILA CONSTRUCTION �r1C. C�O�TRACTOR ,� � � v ��'C�l.l+1�./ BY � � ��/L'v�C✓'� � /� �. , � //A.�-� v 3'itl I # Date STATE OF TEXAS � COUNTY OF TARRANT § �, BEFORE ME, the undersigned authority, on this day personally appeared��irtu- �..!.kl�?i�� , known to me be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of 1� !a� �ir�1 C'oaSTrz o c-��o� -S r�c- for the purpose and consideration � therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this O�% day of � �� A,il t� r� ir�tt.� � �CX�� . � � � A,J'--�., OSCAA Rr��- Jd�'1G Fi�a�:",;o; i'� -� -� E�m��ry PubEi�, 54�4� of T'�;r.�:� st � •� �� A� Co 0� jE�o (re� � Notary Public i and f�r , y � . � � � � �� , �, , .� 3 the State of Texas � � ' ' � � PERFORMANCE BOND Bond Na KO-595334D � � � 1 TI� STATE OF TEXAS COUNTY OF TARRANT KNOW ALL MEN BY TI�SE PRESENT'S: That we (1) DAVILA CONSTRUCTION, INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3)INDEMNITY INSURANCE COMPANY OF NORTH AMERICA a corporaUon organized and exisUng under the laws of the State and fully authorized to transact business in the State of Texas, as Surery, are held and firmly bound unto the Ciry of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: FOUR HUNDRED SEVENTY-SEVEN THOUSAND ONE HUNDRED SEVENTY-EIGHT AND 25l100. ' ($477.178.251 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Te�s, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. � 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 .[ f�N � R�f1o�, 1999 a copy of which is hereto attached and made a part hereof for the construction of: � UNIT 1 WATER AND SANITARY SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP BOWIE BLVD TO ASHLAND AVENUE � Designated as Project No. (s) PW53-060530175760 & PS58-070580174980. a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same ea�tent 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 wark in accordance with ` the plans, specifications, and contract documents during the original term thereof, and any eatensions 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 hannless the Owner from all costs and 1 damages which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and e�ense which the Owner may incur in making good any default, then this obligation shall be void; othervvise to remain in full force and effect. ' PROVIDED FURTI-�R, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. ' ' � ' F1 � � AND PROVIDED F[JR'TI�R, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteraUon or addiUon to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it does hereby waive noUce of any such change, ea�tension of time, alteration or addition to the terms of the contract �. or to the work or to the spec�cations. � t � IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the of ILI� R�fl��, 1999. ATTEST: DAVII.A CONSTRUCTION, INC. (Principal) Secretary � CIPAL (4) BY: , �/" ! �i��u� .� /,/f _� - �. ,, l . _ - � �. Title: `i�?��r�J� (SEAL) 3325 PANOLA AVENUE FORT WORTH, TEXAS 76103 � �l L � � ,�2�� Witness as tF Pr�nci I 1^ �� T � 3 v� �.� 0(� C� \ Q, �G c�t vl � E;� l Address A Sure ) Secretary (SEAL) � (Address) Indemnitv �,surance Companv of North America Sur ��:i�3 � � , BY: , 1 (Attorney-i - ct) \ Martin A. Prisant 811 Lamar, Suite 310, Fort Worth Texas 76102 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Conect Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. �CJ�/ l��J Witness as to Surety 811 Lamar, Swite 310, Fort Worth Texas 76102 (Address) � � F2 J � PAYMENT BOND Bond No. KO-595334D THE STATE OF TEXAS COUNTY OF TARRANT 1'" KNOW ALL MEN BY'TI�SE PRESENTS: That we (1) DAVII�A CONSTRUCTTON. INC. a (2) CORPORATION of TEXAS, hereinafter call Principal, and (3) INDEMNITY INSURANCE COMPANY OF NORTH AMERICA, a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Te�s, as Surety, are held and firmly bound unto the Ciry of Fort Worth, a � municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : � FOUR HUNDRED SEVENTY -SEVEN THOUSAND ONE HUNDRED SEVNETY-EIGHT AND 25/100. �., � ($477.178.25) 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, joindy and severally, firmly to these presents. TI� CONDITION OF THIS OBLIGATION is such that Wher�� it�� entered into a certain contract with the City of Fort Worth, the Owner, dated the day of A.D. , 1999, a copyo uf which is hereto attached and made a part thereof, for the construction of:: UNIT 1 WATER AND SANITARY SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP BOWIE BLVD TO ASHLAND AVENUE � Project No. (s)PW53-060530175760 & PS58-070580174980, a copy of which is hereto attached, refened 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 TI�REFORE, the condition of this obligation is such that, if the Principal shall prompfly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Te�s, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. �. � ' , 1 , ' F10 r. TI� BOND IS MADE AND ENTERED into solely for the protecUon of all claimants supplying labor and material in the prosecuUon of the work provided for in said Contract, as claimants are defined in said Article 5160, �"' and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. � � f" �, � r � �., �", r � � � PROVIDED FLJRTf�R, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the wark to be performed thereunder or the specification s accompan,ying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications. PROVIDED FLTRTF�I2, 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 instn�ment is executed in 8 counterparts each one of which shall be deemed an original, this the day of � n n��t1��A.D., 1999. ATTEST: (Principal) Secretary (SEAL) � ,��1� Witness as to Pri ci �� S ,�c�ne� �a , �nc-� ��nt�� Tx. ��I�3 Ac�dress � A � / � C� 'urety) Secr ry" ` (SEAL} /,i � %/��/`i L _ / � � � . i DAVILA Q01�STRIICTION. kNC. '/�� - �' PRINCIP 4) BY: ��L..�.lZ '1.+�� ' �� 1.�>� �'u.� ' ` �Title: �� .-� 3325 PANOLA AVENUE FORT WORTH, TEXAS 76103 (Address) Indemnit Insurance Comuanv of North America Sure � BY: � p � (Attorney-� -fa '�) Martin A. Prisant (Address) 811 Lamar. Suite 310. Fort Worth. Te�cas 76102 (Address) NOT'E: Date of Bond must not be prior to date of contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney in Fact. 811 Lamar, Suite 310. Fort Worth. Te�s 76102 1 � � MAINTENANCE BOND No. KO-595334D � TI� STATE OF TEXAS § COUNTY OF TARRANT § KNOW ALL MEN BY THESE PRESENTS: That (1) DAVILA CONSTRUCTION. INC. as ,�, Principal, acting herein by and through (2) LINDA SHAW its duly authorized PRESIDENT and (3) INDEMNITY INSURANCE COMPANY OF NORTH AMERICA a corporation organized under the laws of � the State of Pennsylvania, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort WoRh, A Municipal Corporation, chartered by virtue of ConsUtution and laws of the State of Texas, at Fort Worth, in Tanant County, Texas the sum of � FOUR HUNDRED SEVENTY-SEVEN THOUSAND ONE HUNDRED SEVENTY-EIGHT AND 25/100. f$477.178.25) in lawful money of the United States, for the payment of which sum well and tnily be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth dated (_`, �I��, 1999, the performance of the following described public work and the construction of the following described public improvements: UNIT 1 WATER AND SANITARY SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP BOWIE BLVD TO ASHLAND AVENUE �' of same being refened to herein and in said contract as the Work and being designated as Project No. (s) PW53- , 060530175760 & PS58-070580174980and said contract, including all of the specifications> conditions and written instruments refened to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , �"'' WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (1) Year after the date of the final � acceptance of the work by the City; and �' WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of � One (1) Year; and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time �' within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, ,,,,, VJFIEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repau or reconstruct said work as herein provided. � FS ' � � � NOW TF�REFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation � shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. •.. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be deemed an original, dated JAN 1 8 2000 . 1999. ATTEST: (Principal) Secretary � � �,. � � �. � _ u. �, Y.r � (Seal) � �� Wimess as t Principal ��a� Qu �� o � � vJ ��1�, , Tx (Address) ��1c"3 ATTEST: < �� (Surety) Secretary (SEAL) DAVILA CO STRUCTION, INC. PRINC , (4) BY: ff�-u"-'� �-- v"G ��/�/� � Title: `_�/�'`��`'-�! � ,��L `/1-a':•'S�z,r��,. � r 3325 PA LA AVENUE FORT WORTH, TEXAS 76103 (Address) INDEMNITY INSURANCE CIOMPANY OF NORTH AMERICA Surety � BY: f� (�,�� (Attomey- -fac 5) Martin A. Prisant 811 Lamar, suite 310, Fort Worth Texas 76102 (Address) NOTE: Date of Bond must not be prior to date of Contract A �. �'v Witness as to Surety 1 Lam . Suite 310, Fort Worth Texas 76102 (1) Correct Name of Contractor (2) A Cotporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnersliip all Parfners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. � F6 �Y i!1 I�LL I��fY�.+3a �� iM� ��Ifl milY� I I. el 1� � i i � I� � i ill I I i 1. I I 1 �• ��; 1�`otiver ot I� �� I INDENINITY INSURANCE COMPANY OF NORTH AMERICA 848461 � Atto�ney �� Bond No. KO-595334D � � CIGNA ' Kn ll b h OVV a men y t ese presents. That INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , a coiporat�on of the Commonwealth of �� Pennsybania , having its principal office in the City o1 Philadelphis Pennsylvani; , pursuant to the following Resolution, adopted by the Board of Directors of th said Company on December 5, 1983, to wit: i "RESOLVED, That puesuant to Articles 3.18 and 5.1 of the By-Laws, the following Rules shall govem the execu[ion for the Company ef bonds, undertakings, recognizances, cantracts and other writings in the nature thereof: (1) Tl�at the President, any Senior Vice President, any Vice President, and Assistant Vice President, or any Attomey-in-Fact, may execute for and on behalf of the Company any and atl bonds, undertakings, reco�»zances, contracts and other writings in the nature thereof, the same [o be attested when necessary by the Corporate Secretary, or any Assistant Cocjmrete Secretary, and the seal of the Company affixed thereto; and that the � President, any Senior Vice President, any Vice Presiden[ or any Assishant Vice President may appoint and authoiize any other Officer (elected or appomtec� of the Company, ant Attomeys-In-Fact [o so execute or , attest te the execution of all such writings on behalf of the Company and to affix the seal of the Company thereto. '� (2) Any such writing executed in accorclanee with these Rules shall be as binding uyon the Company in any case as though signed by the President and attested to by the Colporate Secrehary. (3) The signahve of the President, or a Senior Vice President, or a Vice Piesident, or an Assistant Vice Prosident and the seal of the Crnnpany may be affixed by facsimile on arry power of attrnney gianted piusuant to this Resolutioq and the signalure of a certifying Officer and the seal of the Company may be affixed by facsunile to any certificate of any such pewer, and any such power or certificate beanng such facsunile signature and seal shall be valid and binding rnt tha Company. � (4) Such other Ot£icecs of the Company, and Attomeysdn-Fact shall have authonty to certify or verify eopies of this Resolution, the By-Laws of the Company, and any aff'idavit or record of the Company necessary to the dischazge of their duties. 4 (5) Tha passage of this Resolution does not revoke any eazlier authority �anted by Resolutions ef the Bc�ard of Duectors adopted on June 9, 1953, May 28, 1975, and Mazch 23, 1977." does hereby nominate, constitute and appoint MARTIN A. PRISANT Of the Clty Of Mialill, State of Florida , each individually if there be more than one named, its true and lawful attomey-in-fact, to make, execute, seal and deliver on its behalf, and as its act and deed any and all bonds, undertakings, recognizances, contracts and other writings in the nature thereof in penalties not exceedin€ Five Hundred Thousand Dollars ($500,000 and the execution a; such writings in pursuance of these presents shall be as binding upon said Company, as fully and amply as if they had been duly executed and ackowledged � by the regulazly elected officers ofthe Company at its principal office. � rw 1 � O Q N � Y N � � � C � � � � U � O � N > � — N (6 _ � C� O � � O C � � cv a`�i � L N O C � •— � � � � � � �� U � � .� � O � Z U IN WITNESS WHEREOF, the said William Jungreis , Vice-President, has hereunto subscribed his name and affixed the corporate seal ofthe said � INDEMNITY INSURANCE COMPANY OF NORTH AMERICA this 14th day oi Jul} 1995 . ,WY�'��Nyyd INDEMNITY INSURANCE COMPANY OF NORTH AMERICA,� „�';', 6CLa,yy a,� a h;rf,...-.., r� y'�� S�V:e gy�h,fib c��'J •t 7t ; =, ` � . ' � ';,�}ryp'l-'�'�f� -r•s` :�1� ~. � 1 F y Cy�.'�.'�)`��; • �� r" William Jungreis , Vice President COMMONWEALTH OF PENNSYLVANIA COUNTY OF PHILADELPHIA ss. On This 14th day of July , A.D. 1999 , before me, a Notary Public of the Commonwealth of Pennsylvania in and for the County of Philadelphia came ' William Jungreis , Vice-President of the INDEMNITY INSURANCE COMPANY OF NORTH AMERICA to me personally known to be the individual and ofiicer who executed the preceding instrument, and he acknowledged that he executed the same, and that the seal affixed to the preceding instrument is the corporate seal of said Company; that the said corporate seal and his signature were duly affixed by the authority and direction of the said cotporation, and that Resolution, adopted by the Board of Directors of said Company, referred to in the preceding instrument, is now in force. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my official seal at the City of Philadelphia the day and year first above written�, ��.......,,,,� �e•* '�!+.,�' ' - � �....,� ••. '9ti':. ��.:��j�� o �_ =4 i�, 4�F � a _ r.�� •� C�� ti r",- V. :�p; - .;!�:. ' Y 1. %. $ ,: '�. RRY ��,.� ''h�f ql q1111Nt1�11 NOTARIAL SEAL DEBRA M. MARANO, Notary Public Gty W Phlladelphla, Phila. County My Commission Expires Dec 20, 1999 � �� ,� Notary Public I, the undersigned Secretary of INDEMNITY INSURANCE COMPANY OF NORTH AMERICA , do hereby certify that the original POWER OF ATTORNEY, of which the foregoing is a substantially true and conect copy, is in full force and effect. In witness whereof, I have hereunto subscribed my name as Secretary, and affixed the corporate seal of the Corporation, this 1 5 day of De��em]zer 19�� iN GCL �y4�„ �fiC/lJ v� I . _.�,,... � `� �� -v: = .�� s•• =sg :,y;% : U�� • ` '( , t =`: �.� i� :"�c A:�.;'�,,,yp.�;p:,S,a ,�'q�j�,�;..+.�;��F DebraH. Paziora, Secret�y 'h�.w.�Hm�r.r THIS POWER OF ATTORNEY MAY NOT BE USED TO EXECUTE ANY BOND WITH AN INCEPTION DATE AFTE: July 14, 2001 . NOT VALID UNLESS PRINTED ON TEAL BACKGROUND 'n _� u �i i�.7r i _� . i .ii i i_ _ � _� ___� �i,. ,.�i . �. _.. i n,.�i . � . �o�l.L.: �.. - : ..� i.i�_._ _ "�.�..'T � � .,� . . ...�� ,��_...,....'uaui�.r�n. BS-38449d ' � PART G - CONTRACT IY�.� THE STATE OF TEXAS � � COUNTY OF TARRANT � THIS CONTRACT, made and entered intoJ��,b� �i (j�etween the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and DAVILA � CONSTRUCTION INC.of the City of FORT WORTH County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". � � � WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said party of the First Part (Owner) to commence and complete certain improvements described as follows: UNIT I: WATER AND SANITARY SEWER REPLACEMENTS IN OERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifcations thereof, as prepared by the Engineers employed by the Owner, each of which has been identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifications, all of which are made a part hereof and collectively and constitute the entire contract. G1 ' , ' ' ' � The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in :.•� the proposal. � � � � The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 8 counterparts in the year and say frst above written. City of Fort Worth, Texas (Ownerl Party of the First part `..._ . BY: ASST. City Manager �� CW DAVILA CONSTRUCTION INC. 3325 PANOLA AVENUE FORT WORTH, TX 76103 Contractor '^' ' � By. �.°`� �� Title: ��'� � r �� ,�� -�� .i ,� ,. - �" APPROVED: "� � 1 - � .� �, . �. �.' .,f A. Douglas Rademaker, P.E. Director Department of Engineering cw ATTEST: / � ,� i � (Seal) WITNESSES: Approved as to Form and Legality: Gary Stei� Asst. City Attorney l.J "` 6 f �� _. �:��tract Authorization I- l,�— � Date � � City of Forrt Worth, Texas �1►�Ayar And Counc�l a�n�rtun�cAt�an C DATE REFERENCE NUMBER LOG NAME PAGE 1/18/00 **C-17826 30PERSH I 1 of 3 SUBJECT A�P�rQ�R�ATION ORDINANCE AND AWARD OF CONTRACT TO DAVILA C 1' 1'��J'l;'I'fUIV, INC. FOR UNIT I: WATER AND SANITARY SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAC-TEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO ASHLAND AVENUE RECOMMENDATION: It is recommended that the City Council: 1. Authorize the City Manager to transfer $534,468.25 from the Water and Sewer Operating Fund to the Water Capital Project Fund in the amount of $377,066.75 and to the Sewer Capital Project Fund in the amount of $157,401.50; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Water Capital Project Fund in the amount of $377,066.75 and to the Sewer Capital Project Fund in the amount of $157,401.50 from available funds; and 3. Authorize the City Manager to execute a contract with Davila Construction, Inc. in the amount of $477,178.25 and 60 working days for Unit I: Water and Sanitary Sewer Replacements in Pershing Avenue; and 4. Authorize the City Manager to execute a contract with APAC-Texas, Inc. in the amount of $574,873.70 and 90 working days for Unit II: Paving Improvements Alternate No. 2 for Pershing Avenue. DISCUSSION: This project is included in the 1998 Capital Improvements Program. The Water Department has determined that water and sanitary sewer lines in this street need to be replaced prior to street reconstruction. UNIT 1: Unit I consists of water and sanitary sewer replacements. This project was advertised for bid on September 9 and 16, 1999. On October 14, 1999, the following bids were received: UNIT I - BIDDERS AMOUNT TIME OF COMPLETION Davila Construction. Inc. Jackson Construction, Inc. William J. Schultz, Inc. d/b/a Circle "C" Construction Company M. E. Burns Construction, Inc. Mid-State Utilities, Inc. Tri-Tech Construction, Inc. Long Construction & Engineering, Inc. Texas-Sterling Construction, Inc. $477,178.25 $493, 751.00 $501,244.80 $529,409.75 $532,204.00 $552,280.00 $553,646.45 $657,143.30 60 Working Days Specified � City of Fo.rt, Wo�th, Texas �1►!I,�.��a� �nd. �aunc�l C,an�in,un�cAt�an DATE F�EFERENCE NUMBER LOG NAME PAGE 1/18/00 **C-17826 30PERSH 2 of 3 SUBJECT APPROPRIATION ORDINANCE� AND AVIIARD OF CONTRACT TO DAVILA , CONSTRUCTION, INC. FOR UNIT I: WATER AND SANITARY SEWER REPLA�EMENTS IN PERSHING AVENUE FROM CAMP BOWI� BOULEVARD TO ASHLAND AVENUE; AND AWARD 'OF CONTRACT TO APAC-TEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROIVI � CAMP BOWIE BOULEVARD TO ASH'LAND.AVEN'UE UNIT II: Unit II consists of paving improvements. The bid documents for paving �improvements included two alternates (Alternate Nos. 1 and 2) as follows: • Alternate No. 1 included pulverization and HMAC resurfacing, construction of standard concrete �curb ,and gutter, driveway approaches, and sidewalks where shown on the plans. • Alternate No. 2 included 5-inch HMAC pavemer�t on 6-inch lim,e stabilized subgrade, construction of standard concrete curb and gutter, driveway approaches, and sidewalks where shown on the plans. Considering both .bids, and given that Alternate No. 2� will provide a more durable pavement surface, staff is recommending"the award of Unit II: Pavir�g Improvements Alternate No. 2. This� project was�advertised for bid on September 9 and �6, 1999. On October 14, 1999, the following bids were received: UNIT II�- BIDDERS;'='ALTERNATE NO. 1 APAC-Texas, Inc. J. L. Bertram Construction & Engineering, Inc. Branch & Sons Construction, Inc. Jackson Constructior�, I�c. McClendon C6nstruction Company, Inc. UNIT II - B�DDERS - ALTERNATE NO. 2 APAC-Texas, Inc. ,: J. L.•B;ertram Constru�otion & Engineering, Inc. Jackson� Construc�ion, Inc. � McClendon �onstruction Company, Inc. 'Branch & Sons Construction, Inc. AMOUNT TIME�OF COMPLEl`ION $591,914.50 $627,612.20 $642,090.00 $649,287.00 $665,747.00 AMOUNT TIME OF COMPLETION $574,873.70 $619,728.00 $634,000.00 � $661,240.00 $676,514.00 90 Working Days Specifed � . '�Con°tft�gencies for Unit I change orders are $23,880.00, and $3'3,410.00 for associated construction inspection and survey. Contingencies for Unit II Alternate No. 2 change orders are $25,000.00. � � � x City of ,,�Fo� Worth, Texas ' �I�A�or A11� Caunc�l C,�n��nun�cAt�an � DATE REFERENCE NUMBER LOG NAME PAGE I 1/18/00 **C-17826 30PERSH I ' 3 of 3 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO DAVILA CONSTRUCTION, INC. FOR UNIT I: WATER AND SANITARY � SEWER REPLACEMENTS IN PERSHING AVENUE FROM CAMP BOWIE BOULEVARD TO � ASHLAND AVENUE; AND AWARD OF CONTRACT TO APAC-TEXAS, INC. FOR UNIT II: PAVING IMPROVEMENTS ALTERNATE NO. 2 FOR PERSHING AVENUE FROM CAMP BOWIE BOULEVARD. TO ASHLAND AVENUE � Davila Construction, Inc. is in compliance with the City's M/VVBE Ordinance by committing to 29% M/VVBE participation. The City's goal on this project is 18%. APAC-Texas, Inc. is in compliance with the City's M/WBE Ordinance by committing to 33% M/WBE participation. The City's goal on this project is 33%. Pershing Avenue is located in COUNCIL DISTRICT 7. , FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation 1, and adoption of the attached appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the Water Capital Projects Fund, the Sewer�Capital Projects Fund, and t;he Street Improvements Fund. MG:k Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker I FUND � (to) 1&2) PW53 6140 1 &2) PS58 2) PW53 2) PW53 2) PS58 � 2) PS58 6157 I (from) 1) PE45 1) PE45 � 3) PW53 � 3) PS58 6157 � 4) C115 I ACCOUNT I CENTER I AMOUNT 472045 060530175760 $377,066.75 472045 070580174980 $157,401.50 541200 060530175760 $353,496.75 531350 030530175760 $ 23,570.00 541200 070580174980 $147,561.50 531350 030580174980 $ 9,840.00 538070 538070 541200 541200 541200 0609020 0709020 060530175760 070580174980 020115040593 CITY SECRETARY �dV� �f TY COUN��L IARI �g � $377,066.75 �� (�� $157,401.50 � $336,656.75 �i� ��"��,�9 at tn� �CiRy af Foxd �t orth. 7'��:s9 $140,521.50 , - $574,873.70 Adopted OrdinanaQ Nd, ��