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Home My WebLink About025243 - Construction-Related - Contract - Hall-Albert Construction, Inc.� CrTY SECRETAR'Y �/ - . - . � � D.O.E. �I�E � r� � � �� % e��'�� SPECIFICATIONS ��iN� CO. ��TR�CTO�IV'S �OR� AND ��'A. �'��:°�' ��p��r�� CONTRACT DOCTJMENTS .. �i . _ � � � �i � 1 , . FOR CITY SECRETARY � �� CONTRACT NO. MAIN 183 ��iD 333 DRAINA�E AREA SAIVITARY SEWER SYSTEM IlVIPROVEiVIENTS (GROUP 6, CONTI�ACT 3) PART 3, LTNITS 1, 2& 3 UNIT 3: L-3153, L-3171, �.H-8250, L-4363 & L-6364 D.O.E. PROJ. NOS. - UNIT l: 2093, UNIT �: 2581, UNIT 3: 265G SEVvER PROJ. NO. PS4f�-G70460410240 i�r CITY OF FOR i WORTH, TEXAS 1999 � � � � � KENNETH BARR BO� TERRELL �'IP.YOr� CITY Mt�NAGER LEE C. BRADLEY, 1R., P.E. DIRECTOR, WATER DEPARTMENT HUGO A. MALANGA, P.E. DIRECTOR, TRANSFORTATION & PUBLIC WORKS DEPT. A. DOUGLAS RADEMAKER, P.E. DIRECTOR, UEP�►RTYIEr7T (�F ENGINEERING PREYAREU BY TEAGLJE NALL AI�iU PE2KINS, INC, � � �� 0��%�� G�'��:�)�' � %� C�O� ��Q %��G1�:�; �e uV�J�j�llU� ��'i:�c . � �w (3i-��`��: ��.�"�. , .. � t,Y,Q� � � .�; *`` � �'� s*�� d. , Tf i-!iL?�3A! . . . Pr;�p�., �a��os � � ;•�,�� ; ��.�IS7��'i*;+�� i��.�e ��'�,�' � ,;,o /� � .., 1�3�q� bs 0 SPECIFICATIONS AND CONTRA.CT DOCUMENTS FOR MAIN 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, IJNITS 1, 2& 3 UrTIT 1: L-3321, LH-8244, LIi-8245, LH-8251, LH-8253, & MISC. POINT, REPAIltS iJNIT 2: L-2995, L-3071, L-7012, L-7013, LH-8248, M-333, & L-3072 iJNIT 3: L-3153, L-3171, LH-8250, L-4363 & L-6364 D.O.E. PROJ. NOS. - UNIT 1: 2093, UNIT 2: 2581, UNIT 3: 2650 SEWER PROJ. NO. PS46-070460410240 CITY OF FORT WORTH, TEXAS 1999 KENNETH BARR BOB TERRELL MAYOR CITY MANAGER LEE C. BRADLEY, JR., P.E. DIRECTOR, WATER DEPARTMENT HUGO A. MALANGA, P.E. DIRECTOR, TRANSPORTATION & PUBLIC WORKS DEPT. A. DOUGLAS RADEMAKER, P. E. DIRECTOR, DEPARTMENT OF ENGINEERING PREPARED BY TEAGUE NALL AND PERKINS, INC. TABLE OF CONTENTS � � PART A Notice to Bidders Comprehensive Notice to Bidders Special Instructions to Bidders _ ._ �. PART B Proposal Unit 1 � • Minority and Women Business Enterprise Specifications • Proposal • City Approved Product . Unit 2 • Minority and Women Business Enterprise Specifications • Proposal • City Approved Product Unit 3 • Minority and Women Business Enterprise Specifications • Proposal • City Approved Product and Method Bid Summary PART C General Conditions PART Cl Supplementary Conditions PART D Special Conditions PART DA Additional Special Conditions Details PART E Specifications PART F Certificate of Insurance Contractor Compliance with Worker's Compensation Law ' Bonds • Performance Bond • Payment Bond • Maintenance Bond PART G Contract APPENDIX A SRF Requirements APPENDIX B Easement Documents � �'� J J � �' 1 � � PART A 0 . NOTICE TO BIDDERS � COMPREHENSiVE NUTICE TO BIDDER5 SPECIAL INSTRUCTIONS TO BIDDERS D � � � � � � � � �i D � �� I!J � `1 'I Notice to Bidders Sealed Proposals for the following: Unit 1: Unit 2: Main 183 and 333 Drainage Area Sanitary Sewer System Improvements (Group 6, Contract 3) Part 3- Units 1, 2 8� 3 4278 L.F. 8" Sanitary Sewer Pipe by Open Cut 183 L.F. 6" - 8" Sewer Rehab. by Pipe Enlargement 3507 L.F. 8" Sanitary Sewer Pipe by Open Cut Unit 3: 400 L.F. 8" Sanitary Sewer Pipe by Open Cut 3173 L.F. 6" - 8" Sewer Rehab. by Pipe Enlargement DOE Numbers - Unit 1: 2093, Unit 2: 2581, Unit 3: 2650 D Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 P.M., Thursday, Julv 22. 1999, and then publicly opened and read aloud at 2:00 P.M. in the Council � Chambers. Plans for this project may be obtained at the office of the Department of Engineering, � Municipal Ofiice Building, 1000 Throckmorton D Street, Fort Worth, Texas. One set of plans and documents will be provided for a deposit of $50.00. A pre-bid conference will not be held. � For additional information concerning this project, please contact 'I� Hilton, P.E., at the ofiices of Teague Nall and Perkins, Inc., 336-5773 or John Boyer, Project Manager, at the City of Fort Worth, 332=5474. D � � �� J -, �� J �I J' Department of Engineering A. Dougias Rademaker, Director Advertising Dates: June 24, 1999 Julv 1, 1999 �i � � J �i � Comprehensive Notice to Bidders Sealed Proposals for the following: Main 183 and 333 Drainage Area � Sanitary Sewer System Improvements (Group 6, Contract 3) Part 3- Units 1, 2 8v 3 � !J � ;l J DOE Numbers - Unit 1: 2093, Unit 2: 2581, Unit 3: 2650 Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at the Purchasing Office until 1:30 P.M., Thursday, Julv 22, 1999, and then publicly opened and read aloud at 2:00 P.M. Plans, Speciiications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A fifty dollar ($50.00) deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for fifty dollars ($50.00). These documents contain additional information for prospective bidders. All bidders will be required to comply with provision 5159a of "Vernon's � Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City � Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. � J Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. The major work on the above project shall generally consist of the following: UNIT 1: � 4278 L.F. 183 L.F. � UNIT 2: 3507 L.F. � � [i�U��[c� 400 L.F. 3173 L.F. 8" Sanitary Sewer Pipe by Open Cut 6" - 8" Sewer Rehab. by Pipe Enlargement 8" Sanitary Sewer Pipe by Open Cut 8" Sanitary Sewer Pipe by Open Cut 6" - 8" Sewer Rehab. by Pipe Enlargement Included in the above will be all other items of construction as outlined in the � Plans and Specifications. � � D A pre-bid conference will not be held. DThe City reserves the right to reject any ar�d/or all bids and waive any and/or all formalities. � Bidders shall not separate, detach, or remove any portion, segment, or sheets from the contract document at any time. Bidders must complete the proposal � sections and submit the complete specifications book or face rejection of the bid as non-responsive. DAWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, Q will be within ninety (90) days after the opening of bids, but in no case will the award be made until all the necessary investigations are made . as to the responsibility of the bidder to whom it is proposed to award the contract. DBidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the appropriate spaces � on the Proposal form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at (817) � 871-7910. D SUBMISSION OF BID(S) AND AWARD OF CONTRACT(S): This document is designed as three (3) separate contract documents and shall not be construed as being a single contract. The proposal sections are provided as three (3) D individual proposals with three (3) individual M/WBE specifications and are arranged in units to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the � responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all applicable units will be created and one single award of contract shall be Dmade. The Contractor shall comply with the City's M/WBE Ordinance on each unit. � Construction time on all units will run concurrently. For situations involving approved contracts with multiple units, the total allowable construction j i completion time period for all the units shall be the same as the unit with the �, longest construction time period. � In acc�rdance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of Disadvantaged Enterprise in City contracts. Copies of the Ordinance can be obtained from the Office of the City � Secretary. The Bidder shall submit the MBE/WBE UTILIZATION FORM, J �� i � �� iJ aJ Any contract or contracts awarded under the Notice to Bidders are expected to � be funded in part by a loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees are, or will be, a party to this Notice to Bidders or any resulting contract. The contract or D contracts are subject to regulations contained in 31 TAC, Chapter 363, in effect on the date this contract is executed. � � �J PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 p.m. five (5) City business days after the bid opening date. The bidder shall obtain � 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. For additional information, contact 'I� Hilton, P.E., at the offices of Teague Nall and Perkins, Inc., 336-5773 or John Boyer, Project Manager, at the City of Fort Worth, 332-5474. BOB TERRELL CITY MANAGER GLORIA PEARSON CITY SECRETARY � � � � Advertising Dates: June 24, 1999 Julv 1. 1999 Department of Engineering A. Douglas Rademaker, Director "�OVlvJ S �� ti � Rick Trice, P.E. Manager, Consultant Services � � � � � � �J �I � D �� ,I J J SPECIAL INSTRUCTIONS TO BIDDERS 1. PREOUALIFICATION REOIJIREMENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. This prequalification process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calander days prior to the date of the opening bids. a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of 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 sta.tement 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 D 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. � � J � J � J � � =J c) The Director of the Water Department shall be the sole judge as the the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) e) �� , Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. The City, in it's 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 inadvertantly opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check or 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 1 � � D a � 3 D � J 4 7. NONRESIDENT BIDDERS: Pursuant to Artic�e 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 compazable contract in the state in which the nonresident's principal place of business is located 5. AMBIGiTITY: 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. - D6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. J � D D -- � � 8. �� J successful bidder fails to execute the Contract Documents within (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, 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 the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) the total capital and surplus. 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. WAGES 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. `Nonresident bidder' means a bidder whose principal place of business is not in the State of Texas but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in the State of Texas. This provision does not apply if this contract involves Federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. , PAYMENT: If the contract amount is $25,000 or less, the contract amount shall be paid within forty-five (45) calendar 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 in connection with the terms, conditions or privileges of their employment, discriminate against persons because of their age except on the basis of a bona fide 2 � � Doccupational qualification, retirement plan or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, n subcontractors, program participants, or persons acting on their behalf, shall specify, in �� solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona � fide occupational qualification, retirement plan or statutory requirement. Contractor warrants it will fully comply with the policy and will defend, indemnify and Dhold City harmless against any claims or allegations asserted by third parties or subcontractors and/or its subcontractors alleged failure to comply with the above n referenced Policy concerning age discrimination in the performance of this agreement. u 10. DISABILITY: In accordance with the provisions of the Americans with Disabilities Act � of 1990 ("ADA"), Contractor wanants 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 i j employment with or employees of Contractor or any of its subcontractors. Contractor ��-� warrants it will fully comply with ADFA's provisions 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 subcontractor's alleged failure to comply ^, with the above referenced Policy. `'� 11. MINORITY AND WOMEN BUSINE55 ENTERPRISES: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation � of minority business enterprises and women business enterprises in City contracts. 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 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. � Upon request, Contractor agrees to provide the Owner complete and accurate information � regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract and payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its � possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of 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 (other than a negligent misrepresentation) ■l 3 � �+ J D and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in the City work for a period of time of not less than three (3) years. � � ., �I i _, � !J J _J � � � �1 J � � �� 4 � � 1 � � � � � � � � � � � � � � � � � �� • ' i PROPOSAL Unit 1 • Minority and Women Business Enterprise Specifications • Proposal • City Approved Product Unit 2 • Minority and Women Business Enterprise Specifications • Proposal • City Approved Product Unit 3 • Minority and Women Business Enterprise Specifications • Proposal • City Approved Product and Method Bid Summary � NOTE M/WBE goals are different for Units 1 through 3. Individual M/WBE documenta.tion must be completed with the proposal for each unit. LL � �� c�t� of Fort worth Minority and Women usiness Enterprise Specifcations s. DEPT OF SPECIAL INSTRUCT(ONS FC��I�9��.SC�w q_pPLICATtON OF PO� C� ' 99 JUL 29 Pt� �� 02 POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (M/WBE) in the procurement of ail goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level camparable to the availability of M/WBEs that provide goods and services directly or indirectly to the City. � �l(/WB� P�OJECT GOALS The City's MBE/WBE goal on this project is 18 °/a of the base bid value of the contraci ' COMPLIANCE TO B1D SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to compiy with the intent of the City's M/WBE Ordinance ' by either of tfie fallowing: ,1. Meet a� exceed the above stated M/WBE gaal, or, 2. Good Faith Effart dvcvmentatIon, or, 3. Waive� documentatlon. SUBMITTAL. OF R�QUIRED DOCUMENTATION The applicable documents must he received by the Managing Departrnen� within the following times allocated, in order for the en4re bid to be considered respo�sive to the specifications. 1. M/WBE Utilization Form: Prime Contractor Waiver FoRn: Good Faith Effort Form: cecEived by S:UO p.m., f3ve (5) City business days after the bid opentng date, exclusive of the bid opening date. recQived by S:UO p.m., ffive (5) Ctty business days after the bid opentng date, exclusive of tt�e bid opening date. �received by 5:00 p.m., five (�) City business days after the bicf opening date, exciusive o�"the bid opening date. BI�HEILV:C-=:v `-- Any questiens, please contact the M/WB� Officaat (81� 871-6104. ��. ...�ca � .�-/�u- A� CDMPANYf�AME �l /� 3 /.33� A7TACNMEI+RT 1A Page 1 of 2 Ci ��y of Fort Worth Minority and Women 6usiness Enfierprise Specifcations �Id$F�WBE UTiL(ZATII'�N DE�"1" 0�- � :��T ��T,� ��►PA,✓y � N C �/�zZ�� c � �r � �.,eo� "�r c-�� 3, �-�3 c��.3 e,o oar�99 JUL 29 P�l `f OZ � PROJECT NUMBER h1/WBE PROJECP GOAL: �� i M/WBE PERCENTAGE ACHIEVED: �� ' . � .: ..... .. . . . ..._.._�..� ...:.: ... __ .. ... �'� _ y��i -T.e�c,c.�/� � �.Si�;��.e/G. '••7D/ f�E"if/.9/.2 G7' waeT,�! %�' 7G/// �'3y� 7/B/ %'GrG,�c7Z5 Eti2T.� 1/.9�Cc�e� ��l�n/ "T✓G,�f-2 � //.sao /rlas�c� vA�/�,• ,L'c!. ,,• �uG��'Si TX' 7 � �a ' ��' �z 77 �'s , r�� : �� '/s �`'�C,��+.� �--� �r/ `�ULt�S .,T,y' 7�, 0.3� �, , , . _ 2G 7 —6753 v � � /�� '�� s �� =�o1�-ia'c�1��tiaiun 't� � € � �-�� 4'_��. Q �� w �� i �+--^^£ � -¢r '- �a¢ �i" ��,.� Fe—� . -� �-��,_ R�y'(—rt+ :. u i..�,.0 A� u!' � -�— : ..;};. T ? -iyu I`<i a� '_ ..L .+ _ 'g . a�.. �- i _ ..� }i, il__ -.. r -..- x �. � _ e- .. � . . . y. . _. .. - . .., , _. �0�,�� 5�9.�r� ._ _. , , ..,,,�_ .-7.v�,s'a,'�.. / �I f p D o0 o� % zl`�°" �,u,, ��L'Ti vr�/ J,�/ �arqi'��✓G c' c� / Z ydb ;, .. � :. .. �.,..: _. : . �_:,_.,: .... .� ., . • _ . ..v_ .:� ..,,,i�.1:a,:�,� ....,:;:�:.�:-:�..�- ; ._,�^r:r-::�:�=:=�o�s.r. Tiec: Means:ttte�leve6�af=subcontracting_ttelow:th�� ' primacontractodcansultant; f:e., a..dtrect�pay_mec�t frarrrthe.�prime-contractarto°a�subcontractor.is:cans3dered?1'�tIer; a•payme�rt�bya subcantraciorto its supplferts:consideced 2"`Uec: 7ti1S Ft�RM U�US +�E R�CcNE� BY THE MANAGiNG Dc?ART�tENT BY �:hU p.m.. =3Vc (�} CtTf 3USiNE�S DAYS AF i cR 81D CPc`�1�`!G, �;;C�:�S3V� CF T1iE B!C QP�'Jlt�lG CATc � Rev. 5r"'J98 . �CaS , 3i _. _ .. :�::_ .::��.cr'. +r' T�US� :@ =C3!''�=C C'•. 'i�$ '�ai�i:r"i1G :�$�ai .:'i?r; � �. .: L�� ci�y of Fort wo�th Minority and Women Business Enterprise Specifications ,��/WBE �TiLlZAT10N ��a�p��'��E-artiac�rrame, � -- A��i``r��ess; attt�'7e e[ - p'�rnae:i�I`c� ��`� ��`�� *'.�� m -�,; .�-��- �.�.� .,�. �a�.,, �'�-,,�,,.� �� `� � �-� �� "'-��,.»+ �-'�,.� � �. ��_ � �� . _.. _ , .� .� �� ,�j.�'A'cx�( ; S aN.S (j�! �'�y L,I 9// �� sr. � /ri�o��.s�..1 T�o 7G o61'" � � 5%77-3f�Z � �� I � �� ) � AiTACHMENT 1A Page 2 of 2 �The bidder furthe� agrees to provide, directly fo ti�e City upon request, complete and accurate information regarding actual work performed by all subcantractors, including MBE{s) ancf/or WBE(s) arrangements submitted with this bid. ��`� Tf�e bidder afso agrees io a((ow an audit andlor examination of any baoks, recarcts anci fi(es f�eld by their campany that wili substantiate the actuai woric performed by the MBE(s) and/or WBE(sj on this cantract, by an authorized o�cer ar emptoyee of the City. Any intentional and/or krtowing misrepresentatiort of facts will be grounds for terminating the �' cantract o� debarment from City work for a pertod af not less than ihree (3) years and for initiating action under Federai, State or Local laws canceming false slatements. Any failure to camply with this ordinance and creates a materia! breach of contract may resuit irt a determination of an irresponsihle offeror and barred from participating in City wo�k :. for a period of time not less than one (1) year. ALL MB�s and WBFs MUST BE C�RTiF1ED BY THE CiTY BEFORE CONTRACT AWARD / .,�%/�..�� • C%l�} �G.t3 � v4 /��z/ Authorized Signature Printed Signature . � / ,.E-'4'S�% .I%%�J.4GcPxi %�l�GL- - �-L.Q�7 Company Name �pn/s�uGT� on� �o / .c% E` �.�� Address �'T,. C,�.t��/ Clty/State/Z1p Cade Contact Name and Titie (if different) �'/7- G�z�/-�3�/ Telephone Number (s} g� � - � �-- Z9y/ Fax Number �/�-�/�� Date iHIS �ORM '�i � 3E ��C�iVEJ 8Y i'}-IE hAANAG;NG CEr�ARTtitENT BY S:JD o.:�., �iV� (5} C:T`! 8USINESS OAYS A�R 3f0 CP�?41NG, �'tC�US{YE OF T�-f� 3�C CP��IiNG DA i c . _ _ - ^ -- • -----_�� . � �......� �.. ..,.- _� •nr .��i "1�? ?.!Z^�1ar.ir,t? �ZC�i.: :.�� L �ev. :r2'98 �j,J<ro�f- ,��.9>2-. Zl �� 3 Z � � � .� � � �� , ' ATTACHMENT 1 B � ' ' " � Page 1 of 1 � �._ .: Ciiy of Fort Worth � Minority and Women Business Enterprise Specifications Prime Contractor Waiver c�� +� �A�� /�LB�"�i' �� ✓% /8.3�333 �� G G.�rx.� �T 3 9�-r1-3 Prime Campany Name Project Name � ��zz�99 � Bid Opening Date Project Numbe� Wili you perfornn tfiis entire contract without subcontractors? Yes v'Tlv if yes, please provide a detaiied ex�lanation ti�at proves based on the size and scope of this project, this is your normal business practic� and provide an operational profile of your business. � Will you perfarm this entire contract without suppfiers? Yes � No If yes, please provide a detailed expianation that proves based on the size and scope of this p�oject, this is your normal business practice and provide ar� inventary profile of your business. The bidder further agrees to provide, directiy to the City upon request, camplete and accurate information regardirtg actuai work performed by a(I subcantractors, including MBE(s) and/or WBE(s) on this cantract, the payment therefo�e and any pcoposed changes to the originat MBE(s) andlor W8E (s) arrangements submitted with this bid. The bidder also agrees tv aliow an audit andlor examination of any baoks, records and files heid by their campany that will substantiate the actua! worlc pei-fonned by the MB�(s) and/or WBE(s) ort this carttract, by an autho�ized afficer or employee of the City. Any intentionai andlor knowing misrepresentation of facts wiil be grounds for terminating the cantract or debarment from City woric for a period of not less than three (3) years and for initiating action under Federal, State or Local laws cancaming false staterrients. Any failure to campiy wittt this ordinanc8 and creates a material breach of cantract may result in a detertninatlon oi an irrespansible offeror and barred from participating in City wvric for a period of time nat less than one (1) year. ��/�U! C�: �-e-- Autho�ized Signature �/L��'cZ7'" //��,r�c� Titie oyi9GL - ��27' �3-�87'GuG7-r� Company Name 2p/ �� Z�'s � vrT Address � ,�7--i,,�p,,r�,� -T �b '% G /o � � C� ��e ` � C`�i1�.�"'°5 a .�//� Printed Signature Contalct Name if different � � � ��- � z v° �..3 9/ Cant ct Tetephone Number (s) �� _ G��s Z9Y/ Fax Numher ,�%9L�- ,�Z.,��' G��-�%z�--.� C�m�any Name Fi@V. o"iiiSa If both answers to this form ara YES, do not camptete ATTACHMENT 1C(Good Faith Effort Fortn). Alt questions on this fonn must be carnpietecf and a detailed exptanation pravided, if applicabie. If tt�e answer to either questian is NO, then yvu r�y� complete ATi'ACHMENT 1 C. This form is onfy applicabie if b4th answers are yes. � . . � City of Fort Worth Minority and Women Business Enterprise � � � GOOD FAiTH EFFORT � � C � � '�J � � � ,�Au-- �G/'e�T �o�.s'�-,��,7,�.�/�m�,�,e�y . Prime Company Name � �/�3/.3'� Qi/L�'`�r°o (v Ga�Z9�%T".� P��`-3 Un''� 3 Pro ject Name � ATTACtiMENT 1 C Fage 1 of 3 �� z�� Bid Date Project Number !f tf�e bidder's metfiod of campliancE with the M1WBE goal is based upon demonstratian of a "goad faith. effvrt", the bidder wiU have the burden of correctly and accurately preparing and submitting the documentation required by the City. Com�liance with each item, 1 thru 6 below, shati satisiy the Goad Faith Effort requ'srement absent proaf. of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. 1.) Please list each and every subcantractirtg and/or supplier opportunity (DO NOT L1ST NAMES OF Fi S which wiil be used in the campletion of this project, regardless of whether it is to be provided by a M/W8E or non- M/WBE. • (Use addifiona! sheets, if necessary) List of: Sutrcontractlnv O000�tunit3es List of: SUAAIier Oaoortunities �Aut� o�f i�5p.�09�-T' p, p� � �7x-, po�y�--,-,��-��-- �J'� w% � { /"� 4 �-. G�''IJCI'�G"C'G�- N`"/.'9�t%i�JGC'3� ��c��c. -_,. .._-° � . , . . 't Q2.). Did you obtain a current list of M/WBE ficros from the City's M/WBE Office? The list is cansidered in campliancs, if it is not more than 3 months old from the date af bid vpening. I� i � �Yes No � L�J I� ATTACHMENT1C Page 2 of 3 Date of Listing � ! � ! �� 3.j Did yau so{icit bids from M/WBE firms, within the subcantracting andlor suppfier areas previously � . tisted, at least ten caier►dar days prior to bid opening bq mail, exctusive of the day the bids a�e opened? . �Yes (f yes, attacft MlWBE mail listing to include name of firm and address and a dated No copy of letter mailed. 4.) Did you solicit bicfs from M/WBE firms, within the subcantracting andlor supplier areas previously listed, at teast ten �calendar days prio� to bic! opening by telephone, exctusive of the day the bids are openecf? �Yes if yes, attach list to include name of MIWBE firm, person contacted, No nhone number artc! �tg and �j.p�g of contact � 5.) Did you provide ptans and specifications to potential M/WBEs or infarmation regarding the location of plans and specifications in o�der to assfist the MNVBEs?' �' Yes �No . 6.) tf M/WBE bids were �eceived and rej�cted� you must: � (1) List the MNVBE firms and the reasan(s) fo� rejection (i.e., quotatian not commercially reasonabie, qualifications, etc.) and • • (2) Attach affidavit anctlo� documentation to support the reason(s) listed below (i.e.. letters, memos, bids, telephone calls, meetings, etc.) . (P/easa use addlt/oRal sheets, If necessary, and attach. ) , Campany Name Teiept�one Cv�tact Persan Scope of Work ) Reason for � Reiection � L I � i -._ � � . = �v. .. :'Q� .�. =ADDtT10NA� (NFORMATION: ATTACNMENT1C Page 3 of 3 Please provide additianal infortnatian you feel will further explain your good and honest efforts to abtain M1WBE participation an this p�oject. , The bidder further agrees to provide, directfy to the City �upon request, comp[ete and accurate information regarding actuat work performed on this contract, the payment thereaf and any proposed changes to the original arrangements submitted with� this bid. The bidder also agrees to a11ow an audit andlor examination of any books, records and fties heid by their company that wil! substantiate the actual work performed on this contract, �y an authorized officer or employee of the City. Any intentional andlor knowing misrepresentation of facts wiil be grounds for terminating the contract or debarment from City work for a pe�iod of not less than three (3) years and for initiating action under Federai, State vr Locai laws concerning false statements. Any faiiure to comp�y wsth this ordinance and creates a materia! breach of contract may result in a determination of an irresponsib�e offeror and barr�d from participating in City woric for a periad of time not less than o�e (1� yea�-. The undersigned certifies tfiat the informatian pravided and the MNVBE(s) listed waslwere contac#ed in gvod faith. It is understood that any M/WBE(s) [isied in Attachment 1 C wiI! be contacted and the reasons for not using them wili be verified by the City's M/WBE Office. C.�'//G2.� � C�'�� 'L/.,9,e[,c3 � �//c-� , Authorized Signature Printed Signature �.ez�S� G � /%%�9�/,��t'� Titie . : ': , � '' 'i Cantact Name and Titfe (tt different) ./-!'A� - i91��-- G�.rl-,��;�o.� �P^� . -..-- Company Name 7..�% �J�'� � 5 � � . Address � Gc/aLT�/ 7� ��4� CitylState2ip 8I7- �ZS� 9.39/ TeleQhone Number(s) �i�- � zs-- z9y!/ Fax Numbec `7 29 Date ..... :r_°a � � � � � � � � � � � d � � � � � � � PROPOSAL TO: Mr. Bob Terrell City Manager Fort Worth, Texas Main 183 and 333 Drainage Area Sanitary Sewer System Improvements (Group 6 Contract 3) Part 3 SEWER PROJ. NO. PS46-070460410240 IJNIT 3(D.O.E. No. 2650): LL3153, L-3171, LH-8250, L-4363 & L-6364 I Pursuant to the foregoing "Notice to Bidders", the undersigned bidder has thoroughly examined the Contract Documents, including Plans, Special Contract Documents, the General Contract Documents, and General Specifications for Water Department Projects, and the site af the project, understands the amount of work to be done, and hereby proposes to do all the work, furnish all labor, equipment and materials necessary to fully complete all the work as provided in the plans and specifications, and subject to the inspection and approval of the Engineering Department Director of the City of Fort Worth, Teas. The contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, approved by the City of Fort Worth for the performing and completing of said work within the time stated and for the following sums, to wit: U1�TIT 3 PAY APPROX. DESCRIPTION OF iTEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (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. 400 L.F. * 8-inch Sanitary Sewer, All Depths; Per Linear Foot `i'Ni�T`l S�vEa/ Dollars Nr� Cents $� 7�� $ 1�� 8�� * Contractor must complete City Approved Product form on Page B3-7. B3-1 � � � � � � � � � � � � � � � � � � � UNIT 3 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (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.) 2. 2,921 L.F.** Furnish & Install 8" Sewer Pipe to Replace Existing 6" Line Using a Pipe Enlargement System, (DA-2); Per Linear Foot Tt1�,eTy i✓i„/�" Dollars ��f�-y Cents 3. 4 5. � 7. so s� � � 9 — � � is,379- 100 L.F. Sag Adjustment for Pipe Enlargement (DA-2); Per Linear Foot Fo��1 �o �,e. Dollars - i✓v Cents $ �y � � y ��ao 64 L.F. 8" D.I. Pipe, C1.51, All Depths; Per Linear Foot �',�--ry -rvs�o Dollars �,�, �/o Cents $ S Z �—" $ 3, 3ZS —" 11 EA. Standard Sewer MH, 48" I.D., Per Figure M of the G.C.D. (D-52); Per Each "7"i�lO T,yovSr}NP �-wo ,�/�ao,c.E� Dollars � o� i✓o Cents $.?�, Zc� $ Z� Z� 8 V.F. Ex. Depth for 48" I.D. Std. Manhole (D-52); Per Vertical Foot U�/C.�1U�✓n.e�-� F-��/ Dollars a, ao n/o � Cents $ / S�D—' $ /, /Zc7 — 1 EA. Standard Drop Sewer Manhole � 48" I.D., Per Fig. 107 of the G.C.D. (D-52); Per Each ��-�P-s/o�.�-,r� �wo �1��o�zz� y', � Dollars oo � �� •✓o Cents $ 3.ZSo $ 3,ZS'o ** Contractor must complete Pipe Enlargement Method form on Page B3-7. B3-2 � � � � � � � � � � � � � � � � � � � iJNIT 3 PAY APPROX. DESCRIPTION OF ITEMS WITH BID U1vIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (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.) 8. 1 V.F. Extra Depth for Std. Drop Sewer Manhole, 48" I.D., (D-52); Per Vertical Foot o,�E.r/�✓o2E'� �z�1 Dollars a,, o0 �/d Cents $ I �a � $ /�O —" � 10. 11. 12. 13 1 EA. Standard Shallow Sewer Manhole Per Fig. 105 of the G.C.D., (D-52); Per Each ��'��s�►^�� €i��,— .�/��o.er o Dollars oo ' o0 .�/o Cents $ � 8�� $ �, 8 �'. . 13 EA. Watertight Manhole Insert (D-52); Per Each �i�Nr/ Dollars � � .�/o Cents $ � d `— $ l, O'�O 13 EA. Concrete Manhole Collars Per Fig. 121 of the G.C.D. (D-52); Per Each �wos/�.lv2�� ,c/••��y Dollat's o�a �lr� � Cents $ z 90� $ 3 7 Z � 13 Each Vacuum Test Manhole (D-63); Per Each �,�E,��,�o,r�,o �e-Ty ��C Dollars .�o � Cents $ /�,S � $ l, f3 SS� 1 EA. Abandon Existing Sewer Manhole in Place f D-55); Per Each 5��.✓.%.��-� �',F�Y Dollars �, o0 No Cents $ 7Sa ` $ �� ** Contractor must complete Pipe Enlargement Method form on Page B3-7. B3-3 � � � � � � � � � � � � � � � � � � � PAY APPROX. DESCRIPTION OF ITEMS WITH BID Ul�TIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (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.) 14. 15 16 17. �:� 8 EA. Remove Existing Sewer Manhole (D-55); Per Each o,,,C �o�s�,.�o �wr ,r,f�,�o,�C-�Dollars ,,,/o Cents $ J. ! oo�� $ 8. 8 00"� , , 150 L.F. 4" Sewer Service Line (D-53); Per Linear Foot Tj1�,e-ry p,s/t Dollars � o� ��Y Cents $ 3 � � $ �. 7�� 240 L. F. 4" D.I. P. Sewer Service Line (D-53); • Per Linear Foot �7-r��.e � y .v�,�� Dollars «, � �,� .�/o Cents $ 39 `" $ 9� 3�� 13 EA. 4" Sewer Service Taps or Tees (D-53); Per Each Fo� ,c��.�r�r� �� N�.✓�Y •�� ✓� � Dollars .c/o Cents $ �9,S�D $ l0,'�3.9 �..- 77 EA. Reinstatement of Service Connection Within the Limits of the Pipe Enlargement System (DA-2); Per Each f'i i/F yu.�/D.EcO "TWE`�/'�y D0111CS .�% Cents $ .SZa� $ 5'�o a y c��a 19. 464 L. F. Trench Safety System for Sewer Trench Depth 5' and Greater (D-51); Per Linear Foot oN� Dollars �� , �' � �/�N�l Cents $ � — $ � 7 Z — � 311 L. F. Permanent Asphalt Pavement Repair Per Figure 4 (D-50); Per Linear Foot 1-''o�er1/ -�-'wo Dollars � va No Cents $ �%Z" $ 13,0��`— • . � �I � � � � � � � � � � � � � � � � � � UNIT 3 PAY APPROX. DESCRIl'TION OF ITEMS WITH BID iJNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (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.) 21. 250 L.F. Permanent Concrete Pavement Repair Per Figure 1 (D-50); Per Linear Foot f',�7y �'��T�a� Dollars �o Cents $ S8� $ �`�S�- 22. 23. 24 �� 5 L.F. Repair Concrete Valley Gutter; (DA-28) Per Linear Foot �iF'Ty S�vE�/ Dollars fl i,/o Cents $ S 7� '$ z- �� 110 L. F. Concrete Curb and Gutter Replacement (DA-21); Per Linear Foot 7c��TY -rwo Dollars od r� o Cents $ ZZ�-� $ �, `�z�- 0.5 TN Ductile Iron Fittin s; Per Ton TY12�TNo�S � s/X �U.�/J%e�� Dollars �✓o Cents �D J. �0�0 $ � S C%Obb . . 247 L.F. Hydro Mulch Seeding (D-73); Per Linear Foot �ov.e_ Dollars ov � �/o Cents $ `� v $ 9�� 26. 524 L. F. 27. 3,083 L.F. Grass Solid Sodding (D-73); Per Linear Foot ��y�"�/ Dollars _s�-vE�1 ��y� Cents Pre-Construction TV Inspection of Sanitary Sewer Lines, All Sizes (D-62); Per Linear Foot 7�/,eEE Dollars i w�n ry � i v�— Cents B3-5 $ // � � as $ $ C�.IS7�� . $ �odtq�'s � � � � � � � � � � � � � � � � � � � UNIT 3 PAY APPROX. DESCRIPTION OF ITEMS WITH BID TJNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (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.) 28. 3,385 L.F. Post-Construction TV Inspection of Sanitary Sewer Lines, All Sizes (D-65); Per Linear Foot O�✓�" Dollars N��C%y Cents 29. $ 1 � � $ �. �f31 `s� 2 Each Exploratory Excavation (D-Hole), (D-79); Per Each oiJC T.1a✓s�4.vP ��c�r .a�No,e�—o -��+y �',�� Dollars ce o0 ,vo Cents $ l, gzS�$ � 6S° — 30. 12 V.F. Install Protective Manhole Coating For Corrosion Protection (DA-7); Per Vertical Foot -7'wv /-/,�,✓o,�� N � n �4-y Dollars �, v�n � Cents $ Z.9o�o $ 3, S�Lo TOTAL BID - iJNIT 3 NOTE Forward Total to Bid Summary : . � 308, �88.`� � � � � � � � � � � � �� .�" � � � � � � UI�TIT 3 CITY APPROVED METHOD AND APPROVED PRODUCT FOR * AND *� * CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE USED: STANDARD SPEC NO. SIZE � E 1-31 4" thru 30" E1-25 4" thru 15" . , E1-27 4" thru 15" E1-28 18" thru 27" E100-2 18" thru 48" Consult the "City of Fort Worth Standard Product List" to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. ** CONTRACTOR SHALL SELECT PIPE ENLARGEMENT METHOD TO BE USED AND PROVIDE NAME OF CONTRACTOR FOR INSTALLATION: ✓� PIM Method Name of Subcontractor if Applicable T.R.S. System McConnell Method Expanded System Name of Subcontractor if Applicable Name of Subcontractor if Applicable Name of Subcontractor if Applicable Note: Only tee service connections will be allowed. Failure to provide the iuformation required above may result in rejection of bid as non-responsive. Only products or metliods listed above wiil be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. B3-7 � � � � � � � � UNIT 3 Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of this Contract. The attached bid security in the amount of _ 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 certified that he has obtained 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 assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring �employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by the City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to �complete the contract within 90 Calendar Days after beginning construction as set forth in the written ��.. work order to be furnished by the Owner: � � � � � � � � � �� Complete A or B below, as applicable: A. The principal place of business of our company is in the State of Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident �idders by state law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. . . . � � � � � � � � � � � � � � � � � � � LTNIT 3 Receipt is acknowledged of the following addenda: Addendum No. 1 Addendum No. 2 Addendum No. 3 Respectfully /y� � , � � �a�y� : "1�I' "�i I �. _ - , Title ' �� '!/ 1 - �� l - �� (�� 2� /�� Address (SEAL) If Bidder is Corporation Date: � -Z 2 -9y' - END OF UNIT 3 PROPOSAL - . . � � � i� � � � � � � � � � � � � � � � BID SUMMA,RY iJNIT 1 D.O.E. No. 2093 UNIT 2 D.O.E. No. 2581 UNIT 3 D.O.E. No. 2650 � � �i� ��p $ �./n ,� �� $ ��8,�S8ss � � � � ' � � � � � 1 1 1 1 1 1 1 1 PART C GENERAL CONDITIONS 1 � � � � � r � � � L'J �'I � a � PART C - GENERAL TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS C1-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 CI-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions Specifications Bond Contract Plans City City Council Mayor City Manager City Attorney Director of Public Works Director, City Water Department Engineer Contractor Sureties The Work or Project Working Day Calendar Day Legal Holiday Abbreviations Change Order Paved Str�ets and Alleys Unpaved Streets and A11eys City Streets Roadway Gravel Street C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 Proposal Form C2-2.2 Interpretation of Quantities C2-2.3 Examination of Contract Documents and Site C2-2.4 Submitting of Proposal C2-2.5 Rejection of Proposals C2-2.6 �id Security (1) CONDITIONS C1-1 Cl-1 Cl-1 C1-1 Cl-1 C1-1 C1-1 Cl-1 Cl-1 Cl-1 �Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 Cl-1 Cl-1 CI-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6) (6) (6) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) ej fl � � � C2-2.7 Delivery of Proposal C2-2,8 Withdrawing Proposals C2-2.9 Telegraphic Modification of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3.15 AWARD AND EXECUTION OF DOCLTMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise , compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Schedule of Operations C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C5-5 CONTROL OF WORK AND MATE.RIALS CS-5.1 Authority of Engineer CS-5.2 Conformity with Plans C5-5.3 Coordination of Contract_Documents CS-5.4 Cooperation of Contractor CS-5.5 Emergency and/or Rectification Work C5-5.6 Field Office C5-5.7 Construction Stakes C5-5.8 Authority and Duties of Inspectors C5-5.9 InsDection C5-5.10 Removal of Defective and Unauthorized C5-5.11 Substitute Materials or Equipment C5-5.12 Samples and Tests of Materials CS-5.13 Storage of Materials C5-5.14 Existing Structures and Utilities C5-5.15 �nterruption of Service C5-5.16 Mutual Responsibility of Contractors C5-5.17 Cleanup CS-5.18 Final Inspection (2) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (S) 1 ' C3-3 (1) ' C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) (2) (2) t2) (2) (4) (4) (4) (4) (7) (7) (7) (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 . ( 2 ) C4-4 (2> C4-4 (3) C4-4 (4) C5-5 CS-5 C5-5 C5-5 C5-5 CS-5 CS-5 C5-5 C5-5 Work C5-5 C5-5 C5-5 C5-5 CS-5 C5-5 C5-5 CS-5 C5-5 (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) t7) (8) (8) (9) .�. � � � � � A � ' � , � r � � L"� 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 C5-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented D�vices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Resoonsibility for Damage Claims Contractor's C1aim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished :�y City Use of a Se,�tion of Portion of the Work Contractor's Responsibility for Work No Waiv�r 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 Equipment Work Schedule Time of Commencement and Completion Extension of time of Completion. Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to �ational Emergency Suspension of Abandonment of the C6-6 C6-6 C6-6 C6-6 C6-6 (1) (1) (1) (2) (2) C6-6 (3) C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (8) C6-6 (8) C6-6 (10) C6-6 (10> C6-6 (10) C6-6 (11) C6-6 (11) C6-6 (11) C6-6 (12) C6-6 (12) C6-6 (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) (2) (2) (3) (4) (4) (4) (5) (6) (6) C7-7 (7) Work and Annulment of Contract C7-7 (7) C7-7.15 Fulfillment of Contract C7-7 (9) C7-7.16 Termination for Convenience of tne Onwer C7-7 (10) C7-7.17 Safety Methods and Practices C7-7 (13) C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement of Quantities C8-8.2 linit Prices C8-8 (1) C8-8 (1) � (3) C8-8.3 C8-8.4 C8-8.5 C8-8.6 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 an3 Retainage Withholding Payment Final Acceptance r^inal Payment Adquacy of Design ' General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-S (1) C8-8 (2) C8-8 (3) C8-8 (3) C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5> C8-8 (5) (4) W � w � � 4 i � �� , � 1 SECTION Cl-1 DEFINITIONS PART C - GENERAL CONDITIONS Cl-1 DEFINITIOt�S C1-1.1 DEFINITIONS Or TERMS: Whenever in these Contract Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood an3 interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance oF the contract. These are contained in th� General Contract Documents and the Special Contract Documents. 3. GENERAL CONTRACT DOCUMENTS: Ths General Contract Documents govern all Water Department Projects and include the following itzms: PART A- NOTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICA2IOI�S PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT (Sample) (Sample) Whits White. Canary Yellow Brown Green E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL COt�TRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include�the follawing items: PART A- NOTICE TO BIDDERS (Advertisement) Same as above 1 PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS ' PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS *„� PART G - CONTRACT PART H- PLANS (Usually bound separately) � C1-1 (1) � C1-1.3 NOTICE TO BIDDERS: All of the legal publications eith�r actually published in public advertising mediums or furnish�d diract to interested parti�s pertaining to the work contemplated under the Contract Documents constitut�s the notice �o bidders. C1-1.4 PROPOSAL: The complet?d written and signed off�r or tender or a bidder to perform the work which the Owner desires to hav� done, together with the bid security, constitut�s the Proposal, which becomes binding upon the Bidder when it is officially r�ceived by th� Owner, has be'n publicly open�d and r�ad and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized reprzsentative, submitting a proposal for p�rForming the work contemplated under th� Contract Documents, constitutes a bidd?r. C1-1.6 G�NERAL CONDITIONS: The General Conditions are the usual cons�ruction and contract requirem�nts which gov�rn the perrormance of the work so that it will be carri�d on in accordanc� with th� customary procedur=, the local statutes, and raquir�ments of thz City of Fort Worth's charter and promulgat�d ordinances. Wherever there may be a conflict between the General�. Conditions and Special Conditions, the latter shall take preced�nc� and sha11 govern, C1-1.7 SPECIAL CONDITIONS: Special conditions ar� the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When consi3ered with the �eneral Conditions and other ele�nents of the Contract Documents they provide the information which the Contractor and Own�r should have in order t� gain a tho.rough knowl�dge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part o= the Contract Documents which sets forth in detail th� requir�ments which must be met by all materials, construction, workmanship, eguipment and services in order to render a compl�t?d and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents sha11 become a part of the Contrac� Documents just as though they w�r� embodiad therein. C1-1.9 BOND: The bond or bonds ar� the written guarantee or security furnished by the Contractor for the prompt and C1-1 (2) u ' faithful performance of the contract and include the following: a• Performance Bond �. Payment Bond (see �. Maintenance Bond d• Proposal or Bid to Bi3ders, Part �� (see paragraph C3-3.7) paragraph C3-3.7) (see paragraph C3-3.7) Security (see Sp2cial Instructions A and C2-2.6) C1-1,10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. rt� Cl-l.11 PLANS: The plans ar=_ the drawings or reproductions � therefrom made by thz Owner's representative showing in detail the location, dimension and position of the various elements � of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, Dr�liminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing !� changes in the work her?inafter authorized by the Owner. The - plans are usually bound separat�ly from other parts of the Contract Documents, but they are a part of the'Contract Documents just as though they were bound therein. I �� L, L�J , � � � C1-1.12 CITY: The City of Fort Worth, Texas, a municipal corooration, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manger, each of which is r�quired by charter to perform specific duties. Responsibility for final enforcement of Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified gov�rning body of the Ci�y of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, T�xas, or his duly authorized representative. C1-1 (3) ,-, !'�J C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of For� Worth, rzt?rred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appoint�d Director of the City Wat�r Deoartment of the City or rort Worth, Taxas, or his duly authorized reor?sentative, assistant, or agents. C1-1.19 ENGIN�ER: Th� Dir�ctor of Public Works, the Director of the rort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superint�ndents, acting within the scope of the particular duties �ntrust�d to tnem. C1-1.20 CONTRACTOR: The person, persons, oartnership, compar.y, firm, association, or corporation, entering into a contract with the Owner for the exacution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and mat?rials or only labor, for work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are•bound by such bonds are required with and for the Contractor. The sureties engaged ar� to be fully responsible for the entirs and satisfactory fulfillment of the Contract and for any and. al1 requir�ments as set iorth in the Contract Documents and approved changes therzin, C1-1.22 THE WORIS OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to producz a complet�d an3 serviceable project, C1-1.23 WORKING DAY: A worki.ng.day is defined as a calen3ar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the oerFor,�nance of the principal unit of work for a period of not less than s�ven (7) hours be�ween 7:00 a.m, and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the we?k or month, no days being exceoted. C1-1.25 LEG?�L HOLIDAYS: Lzgal holidays shall be prescribed by the City Council of the City of Fort observance by City employa�s as follows: observ'd as Worth for � ' C1-1 (4) � i� � � � 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. King, Jr. Birthd3y, Memorial Day Independence Day Labor Day Thanksgiving Da� Thanksgiving Fri3ay Christmas Day Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in November December 25 When one of the above na.�ned 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 follo�ving �Ionday; by those employe�s working on workiag day operations. Employees working calendar day operations will consider the calendar �" holiday as the holiday. � � � � � � Yf � C1-1.26 ABBREVIATIONS: Wherever the abbr�viations defined herein appear in Contract Documents, the intent and meaning shall be as follows: ' AASHTO - American Association of MGD - Million Gallons Per Stat� Highway Transportation Day Otficials ASCE - Americ an Society of Civil CFS - Cubic Foot �er Engin�ers Second LAW - In Accordance With ASTM - American Society of Min. - Minimum Testing Materials Mono.- Monolithic AWwA - American Wat�r Works $ - Percentum Association R - Radius ASA - American Standards Association I.D. - Iaside Diameter HI - Hydraulic Institute O.D. - Outside Diameter Asph. - Asphalt Elev.- Ele�ation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron Zn. - Inch CL - Center Line Ft. - Foot GI - Galvanized Iron St. - Street Lin. - Linear or Lineal CY - Cubic Yard lb. - Pound Yd. - Yard MH - Manhole SY - Squar� Yar3 Max. - Maximum L.F. - Linear Foot D.I. - Ductile Iron Cl-1 (5) � C1-1.27 CHANGE ORDER: A"Cnange Order" is a written sup�lemental agreement betwe�n the Owner and the Con�ractor c�vering some added or deducted ite�n or featurz w:�ich may be found necessary and which was not specifically included in t:�e scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unl�ss the increasz or decrease is more than 25� of ths amount of the particular item or items in the original proposal. Al1 "Change Ord�rs" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or a11ey shall be defined as a stre�t or a11�y having one of t:�e following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate bas` mat�rial. 2. Any type of asphalt surface treat�nen�, not including an oiled surface, with or without aeparate bas� mat�rial. 3. Brick, with or without separate base matsrial. 4. Concrete, with or without separate bas? material. 5. Any combination of the �bov�. � � . � � � � � C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, �ll�y, � roadway or other surface is any area except those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area � between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: parallel lines two (4') feet back of exists. The roadway is defined as the area between � (2') feet back of the curb lines or Four the av�rage e3ge oF pava:nent where no curU C1-1.32 GRAVEL STREET: �, gr3vel str�et is any unpaved street to which '�as been added one or more applications of gravel or similar material other than th� natural material found on the str�et surface beiore any i:n�rovem?;�t was made. . C1-1 ('o) r � � � * e. � r i� � SECTIO[� C - GEt�ERAL CONDITIONS C2-2 INT�RPRETATION AND PREPARATIO[J OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL C2-2.1 PROPOSAL rORM: The Owner will furnish bidders with �� proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices arz requested. The Proposal form will state � the Bidder's general undersLanding of th� proj�ct to be . complet�d, provide a space.for furnishi�ng the amount of bid security, and state th� basis for entering into a formal contract. The Owner will furnish forms for th� Bidder's �, "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly execut:3-and filed � with th� Director of the City Water D�partment on� w'�k prior to the hour for o�eninq of bids. �+! � � � � � � The financial statement requir?d shall have b�en pr�pared by an independent certified public accountant or an independ�nt public accountant holding a valid permit issued by an appropriate state licsnsing agency, and shall hav�• been so prepared as to reflect the current financial status. This statement must be current and not more than one (1) y�ar old. In the case that a bidding date falls within the tim� a new statement is being prepared, the previous statement shall be updated by proper verification. Liquid assets in the amount of ten (10�) percent of the estimated project cost will be required. For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids ar� to be receiv�d, and such experience must have been on projects completed not more than �ive '(5) years prior to the date on which ar� to be received. The Director of the Water department shall be sole judge as to the acceptability of experience for qualification to bid on any Fort Worth Water Department project. The prospective bidder shall schedule the equipment he has � available for the project and state that he wi11 r�nt such additional equipment as may be required to complete the project on which he submits a bid. � C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and mat�rials to be furnished as may be listed in the proposal � C2-2(1) r- i �'� forms or other part� of the Contract Documents will be considered as a�proximate only and wi11 �e us�d For the purpose of comparing bids on a unifor�n basis. Pay.��nt will be made to the Contractor for ozly the actual quantities of wor'r, p�rformed �r mat=ri�ls furniahed in strict accor3ance with tne Contract Documents an3 Plans. The quantities of work to be performed and mat�rial� to be furnishe3 may be incr�ased or decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other r�quirements of the Contract Docum�nts. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advis�d tha� the Contract Documents on file with the Owner shall constitute all of the informati�n which the Owner will furnish. All additional in��ormation and data which the owner will supply aiter promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part o� the Contract Documents just as though such ad3enda were actually written into tne original Contract Documents. Bidders ar� r�quir�d, prior to the filing of proposal, to read and become iamiliar with the Contract Docum�nts, to visit th? site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowl�dge of thz. conditions which will be encountered during tne construction of the project. They must judge for themselves the difficulties of the work and all attending circumstances affecting the cost of doing the work or the time requi�?d for its compl�tion, and �btain a11 information required to make an intelligent proposal. No information given by the Owner or any rzpreszntative oF the Own�r other than that contained in the �ontract Documents and officially promulgated addenda ther�to, shall be binding upon the Owner. Bidd�rs shall rely exclusively and sol.ely upon their own e.�timates, investigation, research, t?sts, explorations, and other data wh.ich are necessary for full and completP iniormation upon which the proposal is to be bas�d. It is mutually agreed that the submission of a proposal is prima-Faci� evidence that thz bidder has mad? the investigations, examinations and t�sts her?in required. Claims For additional compensation due to variations between conditions actually encountered in construction and as indicat�d in the Contract Documents will not be allowed. The logs oF 5oi1 3orings, if any, showing on the plans ar� for genzral information only and may not be correct. Neither th� C2-2(2) � f � �: � Owner nor the Engin�er guarante� that the data shown is representativ� of conditions which actually exist. C2-2.4 SUBMITTING Or 'rROPOSAL: The Bi3der shall submit his Proposal on tne form furnish�d by the Owner. All blank spaces � applicable to th� project contained in the form sha11 be correctly filled in and the Bidder shall state the prices, � written in ink in both words and numerals, for which h� proposes to do th� work contemplated or iurnish� the mat�rials required. A11 such pric�s shall be writt'n legibly. In case � of discrepancy between the price writte� in words and the price written in numerals, the prics most advantageous to the City shall govern. If a proposal is submitted by an individual, his or her name iri, must be signed by him (her) or his (her) duly authorized agent. If a proposal is submitted by a firm, association, or � partnership, the name and address of each member must be given, and the proposal must be signed by a membzr of the firm, association, or partnership, or by a parson duly � authorized. If a proposal is submitted by a company or corporation, the company or corporate nam: and business ' addrass :nust be giv�n, and the proposal signed by an official or duly authorized agent. The corporate seal must be affix�d. Power of Attorney authorizing agents or others to sign �+ proposal must be properly certified and must be in writing and� submitted with ths proposal. � C2-2.5 REJECTION OF PROPOSALS,: Proposals may be rejected if they show any alt�ra�ion of words or figures, additions not � called for, conditional or uncalled for alt�rnate bids, incomplet� bids, �rasur�s, or irregularities of any kind, or contain unbalance value of any items. Proposal t�ndered or delivered after the official time designated for receipt of ` proposal shall be returned to the Bidder unop�ned. C2-2.6 BID SECURITY: No proposal will be considered unless it � is accompanied by a"Proposal Security" of the character and in the amount indicat�d in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as � evidence of good faith on th� part or the Bidder, and by way of a guaranty that if awarded the contract, the Bidd�r will within the r�quired time execute a formal contract and furnish the required performanc� and other bonds. The bid security of � the thr�e lowest bidders will be retained until the contract is awarded or oth�r disposition is mad� th�reof. Tnz bid security of all other bidders may be returned promptly aft�r �R"'+ the canvass oi bins. � C2-2(3) � C2-2.7 DELIVERY OF PROPOSAL: No �roposal will be consider2d unless it is dalivered, accomoanied by its proper 3id Szcurity, to th� City Manag�r or his r�pr�sen�ativ� in the official placz o� businAss as s�t fortn in the "Notica to Bid3ers." It is th� Bi3der's sole r�sponsibility to d?liver tha �roposal at th� proo2r tiMe to the prop?r plac�. The mere fact that a proposal was dispatched will not be consid�re3. The Bidd�r rnust hav� th� proposal actually deliv�r=d. �ach proposal shall be in a sealed envelope plainly .�ark�d with the word "PROPOSAL," and th? name or description of the projzct as d�signat�3 iz the "Notice to Bi3ders." Th� envelope shall be addressed to the City Manager, City Ha11, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot bs withdrawn prior to the time s?t for openi:�g pr000sal�. A request for non-considera�ion of a proposal must be �-nad� in writing, addressed to the City Manager, and filad with him prior to th� time szt f�r the opening of proposals, After al1 proposals not requ�sted for non-consideration ar� opened and publicly read aloud, the proposals for ;ahich non-consideration requests have b�en prooerly filed may, at the option of the Owner, be returned unooened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by tel�graphic commu.nication at any time prior to the timz set Eor opening proposals, provided such telegraphic communication is received by the ��ity Manager prior to the said proposal opening time, and provid�d further, tr.at the City Ma�ag�r is satisfied that a written and duly authenticated confirmation of such telegraphic communication over the signacure of the bidder was mailed prior to th� proposal opening time. If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no iurther consideration will be given to the proposal. C2-2.10 PUBLIC OPENING OF-PRO�OSAL: �Proposals which hav� been pronerly filed and For which no "Non-consid?ration Request" has bee:� received will be pu.blicly opened and r�a3 aloud by the City Manager or his authorize3 representative at the time and place indicatad in the "Notice to Bidders." Al1 proposals which have b�en opened an3 read wi11 remain on file with the Owner until the contract haa been awarded. Bidders or �heir authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPQSALS: Pronosals shall be consid�rad as being "Irregular" if th�y snow any omissions, alterations of form, additions, or condi�ions not called for, unauthoriz�d alt�rnate bids, or irregularities oF any kind. Howeve.r, the C2-2(4) L� � Owner r�serves the right to waive any and all irregularities � and to make the award of the contract to the best interest of . the City. Tendering a proposal after the closing hour is an irregularity which cannot be waive3. �„� C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and thair pr000sals not considered for any of, r.. but not limited to, the Following r�ason: —" a. Reasons for believing that collusion exists among bidders. � b, R�asonabl� grounds for believing that any biddar is interested in more than one proposal for work contemplat�d. c. T:�e bidder being interestzd in any litigation � against the Owner or wherz tha Owner may have a claim against or be engaged in litigation against tne bidder. � d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an �� unsatisfactory manner. � f. Lack of competency as revealed by the financial statement, experience record, equipment•schedule, and such inquiries as the Owner may see fit to make. rr.� g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion � of additional work if awarded. h. The bidder not filing with the Owner, one week in advance of the hour of the opening of proposals the � following: � � l. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Special Instructions. 2. A current expzrience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bi3der. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bi3der who, in the judgm�nt of the � Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. i � CZ_2�5> � � � PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXFCUTION OF DOCUMENTS: � C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be tabulated on the � basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may bs established in the Contract Documents. � The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum � items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. �! Until the award of the contract is made by the �wner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for �w the best interest of the Owner. , C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding � actual work performed by a Minority Business Enterprise tMBE) and or a a Woman-owned 3usiness Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an � examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any � nature w.ill be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; � further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of tim� of not less than six (6) months. � C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination �"► in employment practices. � C3-3 (1) ' The Contractor shall post the re�uired notice to that �ffect on the project site, and, at his rzquest, will be providzd assistanc? by ttle City of Fort �orth's Equal Em�loym�n� Offic�r who will r`fer any qua�ified applicant he may :zave on file in hi� office to the Contractor. Appropriate notices may be acquir�d from the �qual Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a prop�sal has �een read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals wer� ooene3. C3-3.5 AWARD OF CONTRACT: The Ownsr reserves the right to withholdfinal action on the proposals for a reasonabl� time, not to axceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the r�sponsibility of the proposed awar3e�... The award of the contract, if an award is made, will be to the lowest and best r�s�onsible bidder. The award of the contract sha11 not 'oecome effective until the Owner has notified the Contractor in writing of sucn awar3. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as oropose3 price totals have been determined for comparison of bids, the Own�r may, at its discretion, return the proposal security which accompanie3 the pr000sals which, in its judgment, would not b� considare3 Lor the award. All oth�r proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise diaposed of the bids, after which they will be r�turned by the City Secretary. C3-3.7 BONDS: With the ex�cution and delivery of the Contract Documents, the Contractor shall furnish to, and file with tne Owner in the amounts herein require3, the following bonds: a. PERFORMANCE BOND: A good a�3 sufficient performance bond in an amount not less tha� 100 percent of the amount of the contract, as evi3enced by th� proposal tabulation or otnerwise, guaranteeing the full and faithful execution of th? work and performance of the contract, and for the protection of the Owner and all other oersons against damage by r�ason of negligence of the Contractor, or improper execution of the work or the use of inf�ri�r �aterials. This performanc� C3-3 (2) W i bond shall guarantee the payment for all labor, �' T�aterials, equipment, supplies, and services used r in the construction of the wor;c, and shall rernain in full force and effect until provisions as above - stipulated ara accomplished and final payment is � made on the project by the City. � �"^ l_� � �I ,� , � b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not l�ss than 100 percent of the amount of the contract, as evidenced by tne proposal tabulation or otherwiss, guaranteeing the prompt, full and faithful p�rformance of the general guaranty which is set forth in paragraph C8-8.10. c. PAYMENT BOND: A good and sufficient payment bond, in aa amount not l�ss than I.00 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all clai:nants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bi11 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest v�rsion thereof, supplying labor and materials in the pros�cution of the work provided for in the contr3ct being construct�d under these specifications. Payment Bond shali remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. � No sureties will be accepted by the Owner which ar? 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 furn.is.he.d by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety � shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the � Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the at any time by the Owner, to that effect and the iW � contract be d�termined unsatisfactory notice will be given the Contractor Contractor shall immediately provide a C3-3 (3) new surety satisfactory to the Owner. No �ay��nt will be made und�r the con�ract until the n�w surety or sure�ies, as r?quired, hays qualified an3.hav� been accepted by the Owner. Th� contract sha11 not ba oparative nor will any �ayments be du� or paid until approval of the bonds by tha Owner. C3-3.8 EXECUTION Or CONTRACT: Within ten (10) da�s a�ter the Owner has by appropriat� resolution, or otherwise, awarded the contract, the Contractor shall ex�cut� and file with the Owner the Contract and such bonds as may be requir�d in �he Contract Documznts. No contract shall be.bindin.g upon the owner until it nas been attested by the City Secrstary, approve3 as to form and legality by tne City Attorney, and execut�d tor tha Ownar by either the MaYor or City Manager. C3-3.9 FAILURL TO EXECUTr. CONTRACT: The failur� of the Awardee to executa thz required bond or bon�s or to sign the r�quirad contrac� within ten (10) days aft�r th� con�ract is awarded shall be considered by the Owner as an abandonment of his proposal, and t:�e Owner may annul the Award. By r�ason of the uncertainty ot the mar�Cet prices oi mat�rial an3 labor, and it being impracticable and difricult to accurately determine the amount of damages occuring to the �wner by reason of said awardee's failure to execut� said bonds and contract within ten (10) days, the proposal szcurity accompanying the proposal shall be the agr�e3 amount of damages which Owner will suffer by reason of such failure on the part of the �war3ee and shall ther�upon i.�nmediately be Forfeited to the Owner. Th� filing oF a proposal will be consider�d as an acceptance of this provision by the �idder. C3-3.10 BEGINNING WORK: The Contractor jhall not commence work until authorized in writing to do so by tn? Owner. Should the Contractor fail to commence work at the si�� of the project within tn� time stipulated in ths written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commence.ment date set forth in such writt�n authorization, commence the physical �xecution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has o'c�tained a11 th•= insurancz required un3er the Contract Documents, and such insuranc� has be�n approved by the Owner. The prime Contractor shall be rzsponsible for d�livering to the Owner th� sub-contractors' C3-3 (4) �i � �+ � � � � � � � � � � , ' � � , certi£.icate of insurance for approval. The prime contractoc shall indicate on the certificate of insuranca included in thP documents for ex`cution whAther or not his i�surance covers sub-contractors. I� is the intention of the Own�r that the insurance coverag=_ r�quired herein shall include the coverage of all sub-contrac�ors. 3. COMPENSATION INSURANCE: The Contractor shaZl maintain, during the life of this contract, Workars' Compensation Insuranc� on all of his employe�s to be engaged in work on the project under this contract, and for all sub-contractors. In case any class of employees engaged in hazardous wor�c on the pro�ject under this contract is not protect�d und�r the Workers' Compensation ��3tllt2� tne Contractor shall provide adequat� e.mployer's general liability insurance for the protection of such of his employees not so protect�d. -, b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor sha11 procure an3 shall maintain during the life of this contract Contractor's Comprehensive General Liability Insuranc? (Public Liability and Property Damag� Insurance) in an amount not less than $500,00� covering each occurre:�ce on account of bodily injury, including death, and in an amount not less than $500,000 coverir�g each occurrence on account oF property damagQ with $2,000,000 umbr�lla policy covQrage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the abovz-mentioned policies, and in the amount as set �ortii for public liability and property damaga, the following insurance: , l. 2. 3. � Contingent Liability (cover� General Contractor's Liability for acts of sub-contractors). �3lasting, Arior to any blasting being done. Collapse of buildings or structurzs a3jacent to excavation (if excavations are to be �erformed ad-jacent to same). namage to underground utilities f.oc $500,000. C3-3 (�) 5. C� Builder's risk (where above-qround structures are involved>. - Contractual Liability (covers all indemnification raquir�ments of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The �ontractor sha11 procure and maintain, during the 1if� of this Contract, Comprehensive Automobil� Liability insuranc� in an amount not lass than $250,000 for injuries including accidental death to any one person and subject to the same Zimit for each nerson an amount not less than $500,000 on account of one accident, an3 automobile property damag? insurance in an amount not less than $100,000. e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insuranc� required under the above paragraphs shall grovide adequate protection for the Contractor and his su�-contractors, respectively, against damage claims which may arise from operations under this contract, whether such onerations be by the insured or by anyone dir�ctly or indirectly employe3 by him, an3 also against any of the following s�ecial hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall �urnish the Owner with satisfactory proof of coverage by insurance required in these �ontract Documents in amounts and by carrizrs satisfactory to the Own�r. (Sample attached.> All insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the sub-contractor's work opzrations. q. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and pjrformance, pay�ent, maintenance and alI such other bonds are writt�n shall be r�presente� by an agent or agents having an office located within the city limits of the C3-3 (6) Wi � �., City oi r^or_ i�Ior�iz, Tarr�nt County, T�xas. Each siic:z ag�r.F sha11 be a 3�ily quali=i�d, one uoon wnom service o� �rocess ;nay b� had, and must hav� authority an3 power to act on behalf of the insurance and/or bonding comp3ny to negotiate and � settle with the City of rorL Worth, or ar�y other clai�anL, �ny r_laims t�a� the City of rort Wortn or �, other claimant or any oroo�rty owner who has been damag�d, may hays against the Contractor, insurar.c�, and/�r boading company. If the local � insurance r�pr��entative is not so empower�d by the insurance or bcnding compani?s, then such autnority ` must be ves" d in a loca� ag�n� or claims officer , residing in ti�e i�i�tropl�x, the r^ort Wortn-Dallas area. The name of th� agent or agents shall be set � forth on all oF such bonds and certificates of insurance. � � C3-3.12 CONTRACTOR'S OBLIGATIONS: rJnder tiie Contract, the i:�ntractor shall pay �or all mat�rials, labor and services '„� when d�l�. � C3-3.13 WEEKLY PAYROLL: A certifiAd.cooy of each payroll covering payment o� wag�s to all parson engage3 in work .on the orojec� at the site o� th� groject �hall be furnished to the W► Qwner's re�r�sentative wi��in s�ven (7) days after the close of each payroll �erio3. 3=ogy or copi�s of the applicable � minimum wage rates as s�t :�r�'� in t�� Contract �ocuments shall be kept post�d i:� a conspicuous �olace at the si�e of the project at a11 times during the cours� of the Contract. � Copies of the wa3e rat�s wi11 b� furnis'~ied thA Contractor, by the Own�_r; however, oos�ing and prot��tion of the waga rates shall be the r�sponai�iiity of the Con�ractor. C3-3.14 CONTRACTOR'S CGNTRACT ADMINISTRATION: �ny Contractor, � whether a p�rson, p_=rsons, gartn�rshi�, company, firm, association, corQoration or other who is approv�3 to do � buainQss with and ent=_rs into � con�ract with th� City for construction of wat�r and/or sanitary sewer iacilities, wi11 have or shall ?stablish s fully oo�r3�ional business office � wi�hin the Fort Wort'n-�allas m'tropolitan ar•=_a. The Contractor shall charg�, �al�g�te, or assign this offic� (or h� ma� delegate his Proj�ct Sup�rintendent) with full authority to transact all busine7s ac�ions required in the � r��=_rformance of the Contr.3ct. This local authority shall �e mad� r�soonsi�l� to act i�r the Contractor in all matters pertaini�g ta th� wor;� gov=rned �y tha Contract whether it be �'" admir_istrative OC Oti1�L'(a1S? 3ri� c13 �uC:1 St7d11 �'J� empoware3� , t'n�is d�1�3at�d and dir=_ct?d, to se*tl� all m�.t�rial, labor or ota�r �xpenditure�, a11 claims against the work or any othzr � C3-3 (7) � � � � inatter a5sociatzd such as maintainin� a3equate an3 aopropriate insurance or security covArag� f�r the project. Such local � authority for administration oF the work under the Contract shall be maintained until al1 business transaction5 executed as part of the C�ntract arP compl�t�. �� Should the Contractor's principal bas� of operations b� other than in the r^ort Worth-�allas m�tropolitan area, notification ' of the Contractor's assignm�nt of local authority shall be made in writing to the �ngineer in advance of any work on the project, all aooropriat�ly signed an3 sealP3, as applicable, � by the Cont.ractor's responsibl� officers with the understanding that this �ritten assignment of authority to a 1oca1 representative shall become part of the project Contract � as though bound dir�ctly into the project documents. The inten� of these reg,iirements is that all mattars �associated with the Contractor's administration, whether it be oriented in Furtizering th� work, or oth�r, be gavzrned direct by local ' authority. This same requir�ment is imposed on insurancz and surzty coverage. Should the Contractor's local represent3tive Fail to perform to th' satisfaction of Engi�eer, the Engineer, � at his sole discr�tion, may de►nand that such local representativs be reolaced and the Engineer may, at his sole discr�tion, stop al1 work until a new local a•uthority satisfactory to the Engineer is assigned. No credit of � working time will be for periods in which wor;c stoppages ar� in effect for this raason. � C3-3.15 VENUE: V?�ue of any action hereinunder shall be ' exclusively in Tarrant County, T�xas. ' 1 ' � ' C� ' C3-3 (8) 1 � , �� SECTION C4-4 SCOPE OF WORK PART C - GENERAL CONDI'rIONS C4-4 SCOPE OF WORK , C4-4.1 INT�NT OF CONTRACT DOCUMENTS: It is the definite int�ntion of these Contract i�ocuments to provide for a complete, useful project which th� Co.ntractor undertakes to construct or furnish, all in fu11 compliance with the � r�quir�ments and int�nt of ths Contract Documents. It is d�finitely understood that the Contractor shall do all work as provided for in the Contract Documents, shall do all extr3 or snacial work as may be considered by the Owner as nec�ssary to � comolet� the project in a satisfactory and acceptabl� mannsr. Th? Contractor sha11, unless otherwise specifically stated in � thes? Contract Documents, furnish all labor, tools, materials, machinery, equipm�nt, special services, and incidentals n�cessary to the prosecution and completion of the project. r" C4-4.2 SPECIAL PROVISIONS: Should any work or conditions . which are not thoroughly an3 satisractorily stipulated or covered by General or Special Conditions of the�e Cantract Documents be anticipated, or should th�re be any additional �j oroposed work which is not cover�d by thesz �ontract Documents, then "Special Provisions" covering all such ;aork will be prepared by the Owner previous to the tim� o.t" i receiving bids or proposals for �uch wor;c and furnished to the 3idd�r in the form of Addenda. All such "Special Provisions" s�ail be consid�red to be a part of the Contract �ecun�nts � just as though they w�re originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner res2rves � th� right to alt�r the quantities of the work to be p=_rformed or to extand or shorten the improvements at any time wh�n and as found to be n�cessary, and the Contractor shall perform the � work as altsred, incr�as�d or decrease3 at the unit �orices. Such increased or decreased quantity shall not be more than 25 perc�nt of the contemplat?d quantity of such it�m or it=ms. Wh�n such changes incr�ase or decrease the original quantity � of any it�m or items of work to be done or materials to b� furnish�d by the 25 n�rcent or more, then either party to the contract sha11 uDon written request to the other party be � entitled to a re��ised consideration upon that portion of the work a'oove or 'oelow the 25 percent of the original quantity stat�d in the proposal; suca r�vis�3 consi3eration to be R„„ d't�rmin�d by special agreement or as hereinafter provided for "Ex.tra woric." vo allowanc� wi11 be made for any changes in ' anticipat�d profits nor shall such changes be coneid�r=_d a5 � C4-4 (1) i ! 1 waiving or invalidating any conditions or provisions of the Contract Document.�. � Variations i�z quantities of sanitary s��.��r oipe� i:� depth categcries, shall b� intarpr��._d �i�rein as 3p�lying to th� ov?ra11 quantitiPs or sanitary s�wer pioe in each pip� size, but not to the various depth catagori�s. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves th� right to mak? such changes in tne �ontract Documents and in the charact�� or quaatities of the work as may be necessary or desirable to iiisure completion in the most 5atisfactory manner, provided such chang?s do not mat�rially alter the original ��ontract Docume:�ts or changa the general nature of tne project as a w�ol�. Such changes shall not Qe considere3 as waiving or invalidating any condition or orovision of the Contract Docum�nts. C4-4.5 EXTRA WORK: Additional wor� mad� necessary by changes and al�?ra�ions oF the Cont�act Documents or oE quantities or for other raasons for which no prices ar� pr�vided iz tha Contract Documents, shall :�e d�fine3 as "Extra Wor'�c" an3 shall be performed by the Contractor in �c�o.rdance wi�th these Contract �ocuments or ap��roved additions tizereto; ,oro�ided, however, that beEore any extra work is begun a"ChangP Order" shall be executed or written order issued by th� Owner to do the work for payments or c�edi�s as shall be d�termined by OI1@ or more combination of the followi�g m��:hods: 3. � Unit bid price previousl� approved. An agr�ed Is�np sum. c. Tne actual zeasonable cost of (1) labor, (2) rental of equipment used on th? extra work fcr tize time so usz3 �t Associated t;en2ral Contrac�ors oF Am��ica current equipment rental rate�; (3) materials entering n�rrnanently into the projec�, and (�) actual cost of insiiran�?, Aond�, and social security as detarmined �y the Owner, plus a fixed fee to oe a�reed u�on b�.�� not to exce?d 10� oE the actual �ost of such ex �ra work. The Fixed f=e ia not to include any additional profit to the Cont.ractor for r�ntal �f squi�ment own��3 �y him and used For t'n? extra work. Tn� f�e sha11 ne fu11 and compl�te compensation to cov�r the cost �E sup=rintendenc?, �ver�ea�i, otn�.r prof_it, general and a11 other �xp�ns� not inc.lude3 iz (1), (2), t3), anc� (4) a�ov�. The Contractor shall ?:eer� accurate cost racords on th� `�rm an3 i�z th� met'nod C4-4 (2) � ' sugg�s t=d ny tn� Own�r and s::all giv� tI�? ��wnsr � access to all accounts, hi11s, vouch�r.s, an3 r�cords r�lati�g to th� �xtra Work. �+ No "Change Ord�r" shall become �ffective until it has ��en approved and signed by each oi the Contracting parti�s. No clai�n for �,xtra �1er'�c of any kind will be allowed unless ordered in writing oy th� Owner. In case any ord�rs or �" instructions, ei�hez oral or written, appear to the Contractor to involve Extra Wor;� for w�zich h� 5'nou13 rec=_iva � compensation, h? shall maka written raquest to the Engi;��er For written ord�rs aut'norizing such Extra Work, prior to bzginni�g such work. � , Should a differ�nc? arise as to what does or �oes �ot constitut� Extra v�ork, or as to th? naymer.t th.�reof, an3 th� Engineer insists uoon its perf�rmance, Lhe C�ntractor sha11 � oroceed with the work aft�� ma�cing written request ior written orders and sha11 k��p an accurate account of tne actual reasonable cost th�reoi as provided undzr method (Item C). � Claim� �or extra work wi11 not b� pai3 unlass the Contractor sha11 file his claim with the Own�r within fiv� (5> days before the tim? For making the first esti.mats after su•ch work , is done and unl�ss the claim is s�sp�oorted by s3tisFactory vouchers and certified payrolls covzring a11 labor and mat=rials expended upon t'z� said Extra v�or�c. � The Contractor sha11 Lurnish the Own�r suc:� installation records of all d�c�iations `rom the original Contract Documents as may be necessary to enable the Owner to �r��are for � permanent record a correctzd set of �lans showing the actual installation. � The compensation agreed upon For 'extra wor�c' whet!zer or not iniit.i�tz3 by a'change a=der' shall be a fu11, c��m�l�t� and iinal payment Eor all co5t� Contractor i:�clirs as 3 r:�Stllt or � rPlating to 'che change or �xtra work, whether said costs ara kr.own, unknown, for?seen �r unfor`se�n at t'nat tim?, inclsdi�g wit�out limitation, any costs for d�lay, �xt�nded overh�a�3, � ripol� or impact cost, or any ot'n�r �f.�ect on chan��d or unchang�d work as .� r?S11t or th� C`1c111�3� or �x�.r=� WOr'�C. C�-4.6 SCHEDULE OF OPERATIONS: B?for� commenci�zg any wor�c und�r thi5 contract, the Contractor shall 5ubmit to �h� Own�r r,; and recPiv� the Owz�r'� approval ther�of, a"Schedule �L �n�ra:ions," showing by a s�rsight 1i.n� method �he date �f � c�mmencing and finis'�i�g aach oF the major alements oE r'�e contract. Tii�r�� sl.zall b2 also s�zow�� }��3 �St iR13t@�� mont;�l j COJt. �f work fOC� W111C:��1 ?.��LlTl��t��s 3i� �� bP �?��t�C�. Til�� :,�-4 ( 3 ) sha11 be present2d also a comL�osite graoh showing the an�icipated progress of constructioa wit�z th� time being olo�=�d horizontally an3 the percentag� of r_om��letion plott�d vzr�ically. The oro�ress cnarts sha11 be prepared on 8-1/2" x 11" s:�eets and at laast five black or blue line prints sha11 be �urni�hed to th� Own�r. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: �litnin ten (10) days prior to submission of fir�t monthly prograss �ayment, the Contractor shall prepar� and submic to the Owner for approval six copies of the schedule in which the Contractor proposes to carry on the work, the 3ate of which he will start th� sev?ral major activi�ies (including procur�ment of m�t�riala, plans, and equipment) and the contemplated datzs for completing the same. The schedule shall be in the form of a tim� schedule Critical Path Method {CPM) nstwork diagram. As th� work progYesses, the Contractor shall �ntar on the diayram the actual progress at the end of eactz partial payment p�riod or at such intervals as 3irected by the Engineer. The Contractor shall also revise the schedule to r?flect any adjustments in contract time a�proved by the Engineer. Thr�� copies of the updated schedule shall be delivered at such i:�tervals as dir�ctzd by the Own�r. ' As a�ninimum, the construction schedul? shall incorporate all work ?lements and activities indicated in th� pr000sal and in the technical specifications. Prior to the final drafting oF the detailed construction sch�dulP, the Contrac�or shall rAvi�w the draft sch�dsle with Lhe �'ngineer to ensure the Contractor's understanding of th? contract .r?quir�m�nts. The ��1lowing gui�3eliaes shall be adher�3 to in pr�paring the construction schedula: a. Mil�stone dates and final �roject complJti��n dat�s shall be 3�veloped to conForm t� *ime constraizts, sequencing r=quirem?nts a;zd comoletion time. `�. The construction oroces� sha11 be divided into activities with time durations oi approximat�lj• fourtJe� (14) days and construction values not to `xce�3 $50,000, rabrication, d�livery and submi`t31 �ctivities ar� exc��tions to this gui3elir.e. C4-4 (4) � � � L'J'' � a , � � i � � � i c. rura�ions .�ha11 �� i-� cal�ndar 3ays an:3 normal ho � idays an3 w?3 �h =r condi`ions over t:�� C�Llr 3r 10'1 oL the contr3ct sha11 �s ac��oucitad for wi�:�i� the duration of each acti�,�i�y. d. One critical �at'� s'aall be s:�own �n th� construction schsdul�. e. r^loat time is 3��in�d a:� the a^�ount of tim? b�twaen th� earli�:s� �t3rt 3ate and th,=_ latest start dat� of a,:aai� of activities of thz CPM constru�tion sch�3�si�. Float tim� is not for the exclusive use or ��n��it of either �ne Cont.r3ctor or t'ne �wner. f. T�irty days srall �� uszd for submittal r�view unles� otherw:.s� s�=ci�i?d. � The construction sch�dul> >ha11 �s a�ninimum �e divided into gen�ral �at�gori`s a; indicat�d in th� Proposal and Technical Specifications an� eac� gene�al ca`�gory sha11 be brok�n down in�o activiti�; in �nough d?Lail to achieve activities of anproximat=l� :our��en (14> days dur_ation. For each general c�tegory, �he constriiction schedula shall identify all tra3es o� subcontracts whos� work is r�pr�s�nt?d by activiti�s �'�at follow the guid�lines of this Section, For :�ac:� of th� Lra�es or 31�COClt�acts, thA construction schedul� shall indi�at= �� following procurenents, constructi:�n aa3 �r�accap��nc� a�tivities an3 �v�nt� i� their 1ogi��a1 sequen�� for �1'll�fi:�nt and mat�rial:�. l. Fr�paration and tr.ansmi:�a1 of subcniLtals. � 3. Subrni_r_al revi�w psrio3s. Shoo iaaricati�n and d�liv�r✓. �. Er�cti�n or installatio^. 5. 6. 7. 8. Transmittal of ma:�sf3��lr�r's o�er.�tion and m3i�te;iazce iastructior.�. Installed equi�m«�nt an3 r��at=_rials t�s�ing. Own�r's op�rator instruc`�on (it =_pnlic3'i.�). Final inspection. �:4-� ; � ) r � 9. Operational ��stizg. 1�. rinal inspection. If, in the o�inion of the Owner, work accompli�hed falls behind that schedaled, the Contractor shall tar� such action aa necessary t� improve hi.� progress. In addition, the Owner may requira th? Con�ractor to sub�nii� a rsvised schedule d�:nonstratiag his �rogra�n an3 pr000se3 plan co m3�e u� lag in scheduled orogress and to insur� com�l�tion oF the work within the contract time. If tne �wner finds tha �r000sed plan not accepta�l�, �ia cnay requir� thP Contractor to incraas� t'ne work iorc�, the construction plant and s�uipment, th� numb�r of work snifts or the •�vertime ope�ations without addiLional cost to thz Owner. ' � 1 � � i� Failure of the Contractor to com�ly �a?th thes� r�quir�ments ' shall be con,sidare3 groun3s for 3et�rmination by the Owner that tize Contractor is failing to �rosecute t'ne work :aith such diligenc:� �s wi11 insurP it� complstion wit'nin the � tim? speci�ied. ,6 �4-� (5) 1 LI � � ' 1 ' ' I � ' F� P' 9 �' 1 A! � [�l � � L� , � PART C - GENERAL C5-5 CONTROL OF MATERIALS SECTION C5-5 CONTROL OF WORK AND MATERIALS CONDITIONS WORR AND C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the.contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident ther�to, and he will not be responsible for Contractor's failure to perform th� �aork in accordance with the, contract documents. He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of th� Contractor to receive mon�y due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. C5-5.2 CONFORMITY WITH PLANS: The finished project in all cases shall conform with lines, grades, cross-sections, � finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents requir�d by r"! the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. � � C5-5 (1) CS-5.3 COORDINATION OF CONT�ACT DOCUMEN^1S: Tne Contract Documents ar� madz up o� s��ra1 sec�ions, w�zich, taken togeth�r, ar� i�tsr.de3 to describ� a�d provide for a complet� and uS?illl proje�t� and any r��'11r�m��S aopearing l� Ori? Of the sections is as binding as though it occurred in a11 sections. In case of discrapancies, figured dimension shall govern ovzr scal�d dimensions, nlans shall govern ov�r specifications, sp?cial conditions shall govern ov�r general conditions and standar3 sp�cifications, and quantities shown on the plans shall govern ov�r thos� shown in the proposal. The Contractor shall not taka advantage of any appar�nt error or omission in tne Contract Documer,ts, and the Owner shall be permitt�d to mak? such corr�ctions or interpretations as may be deemed necessary fcr tne fulfillm�r.t of the intent of th� Contract Documents. In the event tha Contractor discovers an apparent error or discrepancy, he shall immediat?Iy call this condition to th� attzntion of the Engin�er. In th� event of a conflict in t�e drawings, sp?ci=ications, or other portions of the Contract Documents which wer� not reported prior to the award or Contract, the ConLractor shall be deemed to havz quoted the most �xpznsive resolution of the conflict. C5-5.4 COOPERATION Or^ CONTR?�CTOR: The Contractor•will be furnish�d with three s�ts oz the Contract Documents and shall hav� available on the site of the proj�ct at all times one set of such Contract Documents. Thz Contract shall giv� to th? work the constant attention necessary to facilitat� tn� orogress th�reof and sha11 cooperate with the Engin�er, his inspector, and other Contractors in every possii�le way. The Contractor shall at all times hav� compet�nt personnel available to the project site for propar performance of the work. The Contractor snall provid� and maintain at all times at the site of the project a compe�ent, English-speaking superintendent and an assistant who ara fu11y authorized to act as the Contractor's agznt on the work. Such superintend�nt and his assisLant shall b� capable of reading and und�rstanding the Contract Documents and sha11 receive and fulfill instructions from the Owner, the Engin�er, or his authorized representatives. Pursuant to tnis responsibility oi the Contractor, the Contractcr shall designate in writing to the project sup�rintend��=, to act as the Contractor's agent on th' work. Such as�istant project superintendent shall b� a resid�nt ot Tarrant County, T�xas and shall be subject to call, as is the proj�ct Superintendent, at any time of the day or night on any 3ay of th� wee� on which the Engineer :�etermines tna� cir�umstances raquir� the presence on tize project site oF a rzpr�s�ntative of the Contractor to C5-� (2) � � � � � � u � � � � � � , adequat�ly provide for the saf�ty or conv�nienc� of the traveling public or the own�rs of property across which the project extends or th� safety of property contiguous to the project routing. Tne Contractor sha11 provide a11 facilities to enable the Engineer and his ins�ector to �xamine and inspect the workmanshi� and materials entering into the wor;t. C5-5.5 EMERGENCY AND/OR RECTIrICATION WORK: Wh2n, in th� opinion of the Owner or Engin�=_r, a condition of emerge�cy exists relatsd to any �art of the work, the Contractor, or the Contractor through nis desigaated representative, sha11 r�spond with dispatch to a verbal request made by t:�e Own�r or Engine?r to alleviate th2 em�rgency condition. Such a response shall occur day or night, wheth�r the prnject is scheduled on a calendar-3ay or on a working-day basis. Should the Contr.�ctor fail to respond to a re�uest from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requir�ments of the project specifi�ations or plans, th� Engine�r shall give the Contractor written notics that such work or changes ar� to be performed. The written notic� shall direct attention to the discr�pant condition and request the Contractor to take remerlial action to correct th� condition. In t:�e event the Contractor does not take positive steps to fulzill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take sach remedial action with City forces or by contract. The City shall then deduct an amount equal to Lhe entire costs for such remedial action, plus 25$, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, 3t no extra compensation, an adAquat� Pield officP for use of the Engineer, if speci.Eically call�d For. The field office sha11 be no� less than 10 by 14 feet in floor ar�a, substantially constructed,, well heated, air conditioned, light�d, and weather-proof, so that documents will not be damaged by ths el�ments. C5-5.7 CONSTRUCTION STAKES: The City, through i�s Engin�er, � will furnish the Contractor with a11 li:�es, grad�s, and measurements necessary to the proper �rosecution and control of the work contracted for under thes? Contract Docum�nts, and *., lines, grades and mea�ur�ment� ;ail1 b� established by m�ans of stakes or oth�r custo�nary m�thod of marking as :nay be found � corlsistent with good practic�. � � �.5-5 ( 3 ) These stakes or markings shall be set sufficiently in ad�ance of construction op�rations to avoid dalay. Such stakes or markings as may b� established for the Contractor's us� or guidanc` sna11 be pres�rved by the Contractor until he i5 authoriz�d by the Gagin�er to removs t�em. Whenev?r, in the opinion of the Enginezr, any stakes or mar:{ings hav� been careles�ly or �aillfully d?stroyed, disturbed, or remov�d by th� Contractor or any of nis employees, thz full cost of replacing such stakes or marks plus 25� will be charged against the Contracto.r, and �he full amount will be deducted from pay.ment due th� Contractor. C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will ba au�horized to inspect all work done and to be dona and all materials furnishe3. Sucn izspe�tion may extend to a11 or any part of the work, and the preoaration or manufacturing of the mat�rials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engin�er as to t�? progr�ss of the work and the manner in �Thich it is being perfarmed, to report any evidence that the materials being furnished or the work being performzd by the Contractor fails to fulfill th� requirem�nts of the Contract Documents, and to call the attentio� of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve t'ne Contractor from any obligation to perform the wor'�c in accordance with the requirements of the Contract nocuments. In case �f any dispute arising bztween the Contractor and the City Insoector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will have authority to reject materials or �quipment to suspen3 �work until the question at issue can be referred to and be decided by the Engin�er. The City I:�spector will not, �'lOW2V@r� be dlltflOilZAt� t0 revokP, 3�.t?.r� �nlarge, Or release any requirement of these Contract Documents, nor to aoprove or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents. 'rI� will in no case act as sup�rintend�nt or foreman or p?rform any other 3uties for the Contractor, or interf�re with the management or operation of_ the work. cie will not accept from the Contractor any cocnpen�ation in any form for performing a�y duties. The Contractor shall regard and obsy the dir�ctions and instructions of the City Inspector or Engine?r when th� same are consistent witii the obligations of th� Contract Docurnents, ;�rovidPd, howev�r, should the Contractor object �o any �r3ers or instru�tions of the City Inspector, the Contr.sctor may within six days mal:e �aritten app�al to tha Engine�r for nis decision on the matter in controversy. CS-5 (4) � 1 � C5-5.9 INSPECTION: The Contractor s�all furnish the Engine�r wit:� every r�:asonable facility for asc�rtaining whether or not � th� work as oerform�d is in accordanca wi`a the raguirements of the Contract �ocuments. If�tha Engineer so requests, the Contractor shall, at any tim� b�fore acceptance of the work, r�move or uncov�r such portion of th� finiszed work as may be � 3irscted. Aft�r exanination, the Contractor sha11 restore said portions of the work to the standard required by the Contract Documents. � i Should the work exposed or axa.�nined prove acceptable, the uncovering or removing an3 replacing of the cov�ring or making good of the parts r�mov�d shall be pai3 for as extra work, but � shoul3 be work so exposed or examined orov� to bs unacceptable, the uncov�ring or removi�g and the raplacing of all adjacent 3efective or damaged parts shall be at the 1 Contractor's expense. No wor:{ sha11 b� done or mat�rials us�d without suitable supervision or insp�ction. !� CS-5.10 REMOVAL OF DEFECTIV� AND UNAUTiiORIZr�D WORK: All work, materials, or �quipment which has been r�jected shall be r�medied or r�mov�d and r�placed in an acceptable manner by the Contractor at his own expensa. Work dona beyond tl�z lines � and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the � expense of the Contractor and will not be paid for by the Owner. Work so done may b� ordered removsd at the Contractor's expense. Upon th� failure on tne part of the , Contractor to comply with any ord�r of the Engineer made under the provisions of this paragraph, th� Engineer will have the authority to cause detective work to be remedied or removed � and replaced and unautii�riz�d work to be remove3, and the cost tner�o�f may be deducted fr�m any .noney duz or to become due to the Contractor. Faiiure to require th�� removal of any detective or unauthorized work shall not constitute acceptance ' of sucn works. C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the ' Specifications, law, ordinanc�, codes or regulations permit Contractor to furnish or use a substitute that is Pqua1 to any material or equipm�nt specified, and if Cont.ractor wishes to .furnish or use a proposed snbstitute, he shall, prior to the � preconstruction conference, ma�e written application to ENGIiVEER for approval of sucti substit�ste certifying iz writing � tnat the pr000s�d substitute will perForm adequately the functions called �or by th-� general 3esign, b� similar an3 of � equal substance to that soeciEied and be suited to the sama use and capable of performing th� same Function as that snecified; and identifying a11 vari�tions of the proposed Y� ' C5-5 (5) substitute from that specified and indicating availabl� maintenance service.� No substitute shall be ordered or install�d without the written,approval oz Engin�er who will be the judge of th� equality and may requir� Con�ractor to furnish such other daLa about the pro�osed substitut� as h� considers pertineat. No substitute shall be ord�red or install?d witnout such performance guarantee and bonds as Own�r may requir� whic� shall be furnished at Contractor's expense. Contractor sha11 indemnify an3 hold harml�ss Own�r and Engineer and anyone directly or indirectly emoloyed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out ot the use of substituted mat�rials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Wher:�, in tn� ooinion of the Engineer, or as called for in t�e Contract Docu�ents, tests of material� or equipment ar? necessary, such tests will b2 made at th� exp`ns� of and paid for direct to the testing agency by the Owner unless otherwisz speci�ically provid�d. The failure of the Owner to make any tests of mat�rials shall be in no way relieve the Contractor oi his r�spon�ibility of furnishing materials and equipment fully confor�ing to th� requir�ments of the Contract Docunents. T�sts and sampling oi materials, unless oth�rwise specified, will b? madP in accordance with the latest methods prescribed by the American Society for Testing �at=rials or specific requir�m�nts of the Owner. The Contrac�or shall provide such facilities as the Engineer may require for collecting and forwarding sampl�s and shall not, without specific written permission of th� Engineer, usP the materials represented by the sampl�s until tests have been mad� and the materials approved for use. Th� Contractor will furnisiz adequate samples without charg� to the Owner. In case oF concrete, the aggregates, design minimum, and the mixing and transporting equip�ment shall be approv�d by the Engineer before any concr�te is placed, and the Contactor shall b� responsible for replacing any concret� whicn do�s not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of coiicrete, using samples from the same aggr�gat�, cement, and mortar which are to be us�d later in the concrete. �hould the source of supply change, new tests shal� be ma3e pri�r to th? use of th� n�w materials. C5-5.13 STORAG� OF MATERIALS: All mat�rials which ar� to be uszd in the constr.uc�ion operation shall �e stor�d so as to insure the pr�s�rvation of the quality and fitnes� of the wor'�c. When directed by the Engine�.r, th�y shall b� placed on woode;� platforms or other har3, clean durable surfaces and not on tha C5-S (6) � � 1 ground, and shall be placed under cover when dir�ct?d. Stored materials sha11 0� placed and located so as to facilitate prompt inspection. � CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on thz Plans relativs to existing u�ilities � are bas�d on the best information available. Omission from, or the inclusion of utility locations on the Plans is not to be consid�red as the nonexistence of, or a definite location of, existing underground utilicies. The location of many gas � mains, water mains, conduits, sewer lines and service lines for al1 utilities, etc., is unknown to th� Owner, and the Own�r assunes no responsibility for failure to show any or all such structures and utilities on th� plans or to show th�m in 4 their exact location. It is mutually agreed that such failure will not be consi3ered sufficient basis for claims for � additional compensation for Extra work or for increasing tha pay quantiti�s in any manner whatsoev?r, unless an obstruction encountsred is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of � special works, �rovision for which ia not made in the Contract � Documents, in which cas� the provision in these Contract Documants for Extra Work sna11 app1�. . � It shall be the Contractors r�sponsi�ility to verify locations of adjacent and/or conflicting utilities sufficiently in. � a3vance of construction in order that he may negotiate such Iocal adjustments as necessary in the construction proc�ss to provid� adequat� clearances. The Contractor shall take all neces�ary precautions in order to protect all �xisting � utilities, struc�ure� and service lines. Verification of existing utilities, structures and service lines shall include notification of all utility companies at least forty eight (48) hours in advance of construction including exploratory � �xcavation if necessary. Al1 verification of existing utilities and their adjustrr�ent shall be consid�re3 as �p subsidiary work. �5-5.15 INTERRUPTION OF SERVICE: ' a. Normal Prosecution: In the normal prosectuion of work where the int�rru�otion of service is nec�ssary, ths C�ntractor, at least 24 hours in advance, shail tbe r�quir�d to: 1. Notify tize Wat�r Department's Distribution r� Division as to location, tim?, and schedule of service interruption. � � C5-5 (7) 2. Notify each customer personally through responsible personnel as to tim� and schedule �f the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a preoared tag form sha11 be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold tyoe shall say: "NOTICE" Due to Jtility Improvement in your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and . This inconver.ience will b� as shor�� as possible. Thank you, Contractor Address Phone b. Emerqenc : In the event that an unforeseen service interrup�ion occurs, notice shall be as above,but immediat�. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part oF the Contractor, any other Contractor or any sub-contractor shall suff�r loss or damage on the work, the Contractor agr�es to settie with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage allege3 to have been sustained, the Own�r will notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. � C5-5.17 CLEAN-UP: C1e�n-up of s�arplus and/or wast� mat�rials accumulated on the job site during the prosecution of tne work under these �ontract Documents shall be accomplished in ke`ping with a daily routin� e�tablished to the the satisfaction of the Engineer. Twenty-fours fours after written no�ice i� given to the Contractor that thz clzan-up on the job si'�� is �rocezding in a manner unsatisfactory to the Engineer, ii the Contractor fails to corre�t the CS-5 (8) �� 1 � unsatisfactory procedure, the City may take such direct action as the Engineer d��ms appropriata t� correct the clean-up � deficiencies cit�d to the Contractor in the written notice, and the costs of such direct action, plus 25� of such costs, shall be deducted from moni�s due or to become due to the Contractor. � Upon the completion of the project as a whole as covered by these Contract Documents, and beror� final acceptance an3 �!" final payment will be madz, the Contractor shall clean and , remove from the site of the proje.ct all surplus and discarded materials, temporary structur�s, and debris of every kind. He shall leave the site of a11 work in a neat and orderly � condition equal to that which originally existed. Surplus and waste mat�rials removed from th? site of the work-shall be disposed of at locations satisfactory to the Engineer. The 1 Contractor shall thoroughly clean all equipment and materials installed by him and shall 3eliv�r over such mate.rials and equipm�nt in a bright, clean, polished and naw aopearing �'�1 condition. No extra comp�nsation will be made to the Contractor for any clzan-up requir�d on th� project. C5-5.18 FINAL INSPECTION: When�ver the work provided for in � and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify th� proper officials of the Owner and � request that the Final inspection be made. Such inspection will be made within 10 days after such notification. After such f inal inspection, if the wor;c and mat�.rials and equipment �!q are found satisfactory, the Contractor will be notified in � writing of the acceptance of the same aftzr the proper resolution has been passed by the City Council. No tim� - charge will be made against the Contractor between said data � of notification of th� Enginear an3 the date of final inspection of the work. 1 , ' 1 ' 1 � C5-S (9) �� y PART C - GENER?�L CONDITIONS C6-6 L�GAL R�LATIONS AND PUBLIC RESPONSIBILITY � SECTION C6-6 LyGAL R�LATION� AND POBLIC RESPONSI3ILITY � C6-6.1 LAWS TO 3� OBS�RVED: Tha Contractor shall at a11 times observ� and comply with a11 Fzderal and State Laws and City ordinanc�s and r�gulations which in any way affect the conduct of the work or his operations, and shall observe and comply �" with all orders, laws, ordinanc�s and regulations which exist . or which may be enacted later by bodi�s having jurisdiction or authority =or such enactment. No pl�a or misunderstanding or ignorance ther�of will be consider�d. T�� Contractor and his � Sur�ti�s shall indemnify and save harnless the City and all oi its oizicers, agents, and employees against any and all claims 1 or lia�ility arising from or bas'd on the violation of any such law, ordinance, r�gulation, or order, whether it be by himsel= or his emp1oy�es. � C6-6.2 P�,RMITS AND �ICENSLS: The Con}ractor sha11 �rocure all � permits and lic�nses, pay all c:�arges, costs and fees, and giv� all notic�s necessary and i:�cid�nt to the due and lawful prosecution of the work. � C6-6.3 PAT�NT�D D�VICES, MATERIALS AND PROC�SSES: If the a Contractor is required or desires to use any design, device, material, or process covered by letter, patent, or copyright, hn sha11 provid� for such use by suitabLe legal agreement with the pa��ntee or owner of such patent, letter, or copyrighted � design. It is mutually agreed and understood that without - exception the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy rights in any way involved in the work. The Contractor and his sureties � shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such ' patented dasign, device, mat�rial or process, or any trade-mark or copy right in conn�ction with the work agre�d to be perfor:�ed under these Contract Documents, and shall indemnify the Owner for any cost, exp�nse, or damage which it � may be oblig?d to pay by reason of such infringemsnt at any time during the prosecution of the work or after completion of the worx, provided, however, that th� Owner wi11 assume the � responsibility to defend any and all suits brought for the infring�m�nt oi any patent claimed to b� in=ring�d upon by the design, type oL co:�struction or material or �quipm�nt ' specifi=d in the Contract Docum�nts furnished the Contractor by th� Owner, and to hold the Contractor harmless on account of such suits. e C6-6 (1) � C6-6.4 SANITARY PROVISIONS: The Contractor sha11 �stablish and enforce among his employees such regulations in regard to cl�anliness and disposal of garbage and waste as will tend to prevent the inception and spread of iniectious or contagious diseases and to effectively pr�vent the creation of a nuisance about the work on any property either public or private, and such regulations as ar� required by Law shall be put into immediate force and effect by the Contractor. The necessary sanitary conveni�nces for use of laborers on the work, pronerly secluded from public observation, shall be const.ructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. A11 sanitary laws and r?gulations of the State of�Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so plac�d and us?d, and the work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all p�ases of his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress zor normal vehicular traffic, except during actual trenching or pipe installation operations, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gravel or such other means of providing proper ingress and egr�js for the property served by the driveway as the Engineer may approve as appropriate. Such othzr means may include the diversion of driveway traffic, with specific �pproval by the Engineer. If diversion of traffic is approve3 by tize Engine�r a� any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, nrovide all materials and perform all work necessary Por the construction and maintenance of roadways and bridges for such diversion of traffic. Sid�walks must not be obstructed except by special permission of the Engineer. The materials excavate3 and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police ca11 boxes, water valves, C6-6 (2) � t�J � gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public conv�nience and saf?ty which may come to �� its attention, after twenty-four hours notice in writing to the Contractor, sav� in cases of emergency when it shall have the right to rem�3y any neglect without noticz, and in either � case, the cost of such work done or materials furnished by the Owner or by the City sha11 be deducted from monies due or to becom� du� to the Contractor. � The Contractor, after ap�roval of the Engineer, shall notify � the Fir� Department Headquarters, Traffic Engineer, and Police Departmant, when any street or all�y is requested to be closed or obstructed or any fire hydrant is to be ma3e inaccessible, � and, when so dir�cted by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire �� Departm�nt �ieadquarters when all such obstructed streets, alleys, or hydrants ar� again placed back in service. �' Where the Contractor is required to construct temporary bridges or make other arrangements for crossing ov�r ditches or streams, his responsibility for accidents in conn�ction with such crossings shall include the roadway approaches as � well as the structures of such crossings. � Th� Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on � the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlem�nt of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND � RIGHT-OF-WAY: ror the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or oth�r public places or other rights-of-way as provided for in the ordinances of the � City, as shown in the Contract Documents, or as may be specifically authorized in writing by th� Engineer. A reasonable amount of tools, materials, and equipment for � construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or � stack�d in such a way as not to interfere with the use of . spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be � � C6-6 (3) carri�d on in such manner as not to interfere with the operation of trains, loading or unloading o� cars, etc. Other contractors o� the Own?r may,.for all purposes r�quired by the contract, ent=r upon the work and premises used by the Contractor and shall be provided all reasonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his usa shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way ot any railway, the City will secure the necessary eas�ment for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of periorming the work and take al1 precautions for safety of property and the public. N�gotiations with the railway compani=s for permits shall be don� by and through the City. The Contractor shall give the City notice not less than five days prior to th� time of his intentions to begin work on that portion of the project which is relat�d to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unl�ss specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own �xpense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall �ak? all such other prscautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades sha11 be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnis� watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on �ighways", codified as Article 6701d Veron's Civil Statutes, pertinent sec�ions being Section Nos. 27, 29, 30 and 31. C6-6 (4) � �l � �" The Contractor will not r�movs any regulatory sign, ' instructional sign, street name sign, or other sign which has been erect�d by the City. If it is determined that a sign must b? removed to permit �r�quir�d cons�ruction, the � Contractor shall contact the Transportation and Public Works department, Signs and �Iarkings Division (phone number �p 8780-8075), to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign m�eting th= requir�ments oi the above �,., referenc�d manual and such Lemporary sign must be installed prior to the removal of the permanent sign. If the t�mporary ' sign is not installed correctly or ii it does not meet the requir�d specifications, the perman=_nt sign shall be l�ft in place until the temporary sign requir�ments are met. When � construction work is compl�tzd to the extznt.that the permanent sign can ba re-installed, th? Contractor shall again � contac� the Signs and Markings Division to re-install the perman�nt sign and shall leav� his t=mporary sign in place until such r�-installation is complet�d. � The Contractor will be held r�soonsi�le for all damage to the work or the public due to failure of barricades,, signs, f�nces, lights, or watchmen to protect them. Whenev�r evidenc� is found of such damag� to the work the Engineer may � order the damaged portion immediately remove3 and replaced by the Co.n�ractor at the Contractor's own expense. The Q Contractor's r�sponsibility for the rnaintenance of barricades, signs, fences and lights, and for provi3ing watchmen shall not cease until the project shall have been completed and accepted � by the Owner. ' No compensation, except as sp�cifically provided in these . Contract Documents, will be paid to the Contractor for the work and materials involv�d in the constructing, providing, � and maintaining of barricades, signs, iances, and lights or for salaries of watchmen, for the subsequent removal and � disposal of such barricades, signs, or for any other incidentals necessary for the proper protection, saz�ty, and convenience of the pu�lic during th� contract period, as this � work is considered to be subsidiary to the several items for which unit or lump sum prices ar� requ�sted in th� P�oposal. � �6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosives, drop w�ight, etc., in the prosecution of the work, th� utmest car� shall be exercised at all times so as not to endanger lifn or prop�rty. The �" Contractor shall notify the proper representativ� of any public service corporation, any company, individual, or utility, and the Ownsr, not 1�ss than twenty-four hours in � � C6-6 (5) advance of the us? of any activi�y which might damage or endanger their or nis property along or adjacent to the work. Where the use of ?xplosives is to be permitted on tha project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of explasiv�s. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notic� of th� claim to the Contractor from either the City or the clai�ant. The City shall proceed to give notice to the Contractor oi any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be r�sumed until the cause of the complaint has been addr�ssed. Whenever explosives are storAd or kept, they shall be stored in a safe and secure manner and all storage places sha11 be plainly marked "DANGEROUS EXPLOSIVES" and shall be under`the care of a competent watchman at all times. Al1 vehicles. in which explosives ar� being transported shall be plainly marked as mention�d above an3 shall, insofar as possible, not use heavy traffic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into private property, the Owner will pr ovi3e such right-of-way or easement privileges as the City may deem necessary for the prosecution of the work. Any additional rights-of-way or work area considered necessary by the Contractor shall be provided by him at his own expense. Such additional rights-of-way or work area shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owne.r has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear a11 rights-of-way or essements of ob�tructions which must b? remov�d to make possible proper prosecution of the work as a part of the project construction operations. .The Contractor shall be responsibl� for the preservation of and shall use C6-6 (6) � � � � � � � � � � � � � � � � every precauti�n to prevent d�mage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to a11 water, s?wer, and gas lines, to al1 conduits, overhead pole linzs, or appurt�nances thereof, including the construction of t�r�porary fences, and to all otner public or private property along adjacsnt to the work. The Contractor shall notify the proper representatives of owners or occupants of public or private lands or interest in lands which might be affzcted 'Qy the wor�c. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to botiz public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might affected by th� work. Tne Contractor shall be responsible for all damage or injur;� to property of any charact�r resultin3 from any act, omission, neglect, or misconduct in th� manner or metho3 or execution of the work, or at any time due to defective work, material, or equipment. When and where any dir�ct or indir�ct or injury is done to public or private prop�rty on account of any act, amission, neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereoi on the part of the Contractor, he shall restore or hav� restored at his own cost and expense such property to a condition at least equal to that �xisting before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may bs directed by the Owner, or h� shall make good such damages or injury in a mannzr acceptable to the owner of the property and the Engineer. All f�ncas encountered and removed during construction of this project shall be restored to the original or a �etter than original condition upon completion of this project. When wire fencing, either wire mesh or barbsd wire is to be crosssd, the Contractor shall set cross braced posts on eith�r side of p�rmanent easement befor� the f ence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross braced posts at point of the proposed cut in addition to the cross braced pests provided at the permanent easements limits, befor� the f�nce is cut. Tzmporary fencing shall be erected in place of th removsd whenever the work is not in progress and site is vacated overnight, and/or at all times t liv�stock from entering the construction area. The fence ramocal, temporary closures and r�plac�ment subsidiary to th� various items bid in the s fencing when the � prevent cost for sha11 be project 1 C6-6 (7) proposal. Ther�For�, no s�parat� ga�ment sha11 be allowed for any service associat�d with this wor�. In case of failur� on the part of �he Contractor to r?store such property to ma�� good such 3amage or injury, the Owner may, upon 48 hour writtzn notice und�r ordinary circumstances, and without notic� wh�n a nuisanc� or hazardous condition r�sults, oroce�d to repair, rebuild, �r otherwise r�store such property as may be determinzd by th� Owner to be necessary, and tne cost thereby will be dzducted from any monies due or to become du� to the Contractor undsr this Contract. C6-6.11 INDEPENDENT CONTRACTOR: I= is understood and agr�ed by the parties h�.r�to that Contractor sha1� perform all wor� and services hereun3er as an in3epend�nt contractor, and not as an officer, agent, s?rvant or �moloyee of the Own�r. Contractor shall hav� exclusiv� control of and th? exclusive right to control the details of a11 the work and services performe3 hereunder, and a11 p�rsons p'rforming same, and shall be solely responsibl� zor the acts and omissions of its officers, agents, servants, Pmploy�es, contractors, subcontractors, licznsaes and invit�es. The doctrine of respondeat superior sha11 not aoply �s between Owner and Contracto.r, its offic�rs, ag�nts, em�loyees, contractors and su'ocontractors, and nothing her�in shall be construed as creating a partn�rship or joint ent�rprise between Own�.r and Contractor. C5-6.12 CONTRACTOR'S RESPONSIBILITY rOR DAMAGE CLAIMS: Contract�r covenants and agre�s to, and does nereby indemnify, hold harmless and dafend Own�r, its officers, agents, ssrvants, a,zd employees from and against ar.y an a11 claims or suits for property damag� or loss and/or personal injury, including death, to any and all o=rsons, of whatsoevar icind or character, whether rzal o.r assert�d, arising out of or in connection with, directly or indirectly, the wor;c and 5�rvices to be perform�d her�under bv Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invit�es, whether or not caused, in whola or in part, by alleged n�gligence on the part of ofiic�rs, agents, servants, employees, contractors, subcontractor�, licensees and invit�es or th? Own�r; and said Contractor does h�reby covenant and agree to assume all liability a:�d r�sponsi'�ility of Owner, its oific�rs agents, s�rvants and em�loy�es ior property damage or Ioss, and/or parsonal injuries, includi:�g d�ath, to any and all persons of whatso?v�r kind o.� charact�r, whether real or ass�rted, arising out of or iz conn�ction with, dir�ctiy or indirectly, the work an3 s�rvice� _o oe D?riO�med h�reun3er by Contractor, its of f ic�rs, ageats employe•�s, contract�rs, subcontrac�ors, license�s and incita�5, whethar or not cassed, C6-6 (g) � � � in whole or in part, by alleged negligence of officers, � agents, s�rvants, employees, contractors, subcontractors, licen�zes or invitees of the Owner. Contractor likewis� -- covenants and agrees to, and does h�reby, indemnify and hold � harmless Owner from and against any and all injuries,loss or damages to property of t:�? Owner during the performance of any of th� terms and conditions of this Contract, whether arising � out of or in connection with or resulting from, in whole or in part, any and a11 all�ged acts or omissions of ofiicers, agents, s�rvants, employees, contractors, subcontractors, � licenses, or invitees of the Owner. In th� event a written claim for damages against the contractor or its subcontractors remains unsettled at the time � all work on the project has been completzd to the satisfsction ot the 17irector of the Watzr Department, as evidenced by a final inspection, final payment to the Contractor shall not be � recommended by the Director of thz Wat�r Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written zvidence � satisfactory to the Dir�ctor that the claim has been s�ttled and a rjlease has been obtained from the claimant involved. - If the claim concerned remains unsettled as of the expiration � of the above 30-day pzriod, the Contractor may be deemed to be entitl�d to a semi-final payment for work completed, such semi-iinal payment to b� in an amount equal to the total ' dollar amount then du� less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then � be recommended by the Director. � � � 1 rR � � The Director shall not r�commend final payment to a Contractor against whom such a claim for damag�s is outstanding for a period of six months following the date of the acceptance of the work n�rformed unle.�s the Contractor submits �vi3�nce in writing satisfactory .to the .IIir.ector that: 1. The claim has been settled and a release has been obtain�d from the claimant involv�d, or 2. Good faith efforts hays been made to settlP such outstanding claims, ar.d such goo3 faith �fforts have failed. If condition (1) above is met at any tims within the six month period, the Director shall recommend that the final payment to t'ne Contractor be ma3P. If condition (2) above is met at any time within the six month p�riod, the Director may recomm2nd that the final payment to the Contractor be made. At the C6-6 (9) expiration of the six mont'n perio3 the Diractor may racommsnd that final payment ba made if all other work has b�en performed �nd all other obligations of the Contractor hav� b?en met to the satisfaction o.f th� Dir�ctor. The Dir�ctor may, if he deems it appropriate, r?fuse to accept bids on other Watar Dep�rtment Contract work from a Contractor against whom a claim for damages is outstanding as a r�sslt of work p�rformed und?r a City contract. C6-6.13 CONTRACTOR'S CLAIH FOR DAMAGES: Sh�u1d tn� Contractor claim compensation ior any alleged damage by r�ason oi the acts or omissions of the Owner, he shall within three days aiter the actual sustaining of such alleged damage, make a writt?n stat�ment to the Engineer, settin� out in d?tail the nature of the alleg�d damage, and on or before the 25th day of the month succeeding that in which any such damag� is clai�ed to have been sustained, tne ContracLor shall fils with the Engiaeer an itemiz�d statement of th� details and amount of such alleg�d damage and, upon request, sha11 give the �ngineer acc�ss to all books oF account, receipts, vouchers, bi11s of lading, and otn�r baoks or bap�rs containing any �vidence as to th� amount or such alle�ed damage. Unless such s�at?m�nts shall be file3 as hereinabove required, the Contractor's claim for compensation shall be waiv�d, and he shall not be entitled to paym�nt on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is n�cessary to change, move, or alt�r in any mann�r the property of a public utility or others, the said property sha11 not be moved or intarfered with until orders thereupon have been issued by the Engineer. The right is reserv�d to the owners of puolic utilities to enter the geographical limits of the Contract for the purpose of ma�ing such changes or repairs to th�ir proparty that may be nec�ssary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: Wh�n existing sewer lines hav� to be taken up or remov�d, the Contractor shall, at his own ?xp?nsa and cost, provide and maintain temoorary outlets and connections for all priva�e or ou�lic drains and sewers. The Contractor shall also take care of all s�wage and drainag� which will be receive3 from these drains and sewars, and for this purpose he shall provid� and maintain, at his own cost and expensa, ad?qua�� pumping facilities and t�m�orary outlets or div�rsions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prapar�d at all times to di��ose of draiaag� and sewage C6-6 (10) �W � � � � f'" receive3 from th�s� t�mporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engin�er. Al1 water, sewage, and other wa�te shall b� disoosed of in a satisf actory manner so t'nat no nuisanc� is created and so that the work under construction will be adequately protected. C6-6.16 ARRANG�MENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City wat�r in connection with any construction work, he shall make complete and satisfactory arrangements with the r^ort Worth City Water Department for so doing. � City water furnish�d to the Contractor shall be delivered to the Contractor from a conaection on an existing C�ity main. � Al1 piping required beyond the point of delivery shall be installed by the Contractor at his own e�pense. � The Contractor's responsibility in tne us� of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. _ � When meters are used to measure the wa�er, the charges, if any, for water will be at the regular established rates. When. � metPrs are not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimat?s and rates � established by the Director of the Fort Worth Water Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of th� Engineer, any section or portion of the � work or any structure is in suitable condition, it may be put into use upon the written order of the Engineer, and such 1 usage shall not be he13 to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. Al1 necessary repairs and removals of any section of the work so put into � use, due to defectiv� materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own ex�ensz. � C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these }� Contract Docum?nts, th� work shall be undAr the charge and care of the Contractor, an3 he sha11 take every necessary � precaution to prevent injury or damag= to the work or any part �J � C6-6 (11) thereof by action or the elements or from any cause whatsoever, wh�ther arising from the execution or nonexecution of the work. The Contractor.s�zall rebuild, r�pair, restore, and make good at his own expense all injuries o.r 3amaga to any portion of the work occasioned by any of the hereinabov� causes. C6-6.19 NO WAIVER OF LLGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of mon�y or any paym�nt for or acceotanr_e of any work, or any extension of time, or any possession taken by the City shall not ooerat� as a waiv�r of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any oth�r or subsequent breach. The Owner reserves the right to correct any error that may b� discovered in any estimate that may have be en paid and to adjust tne sa�e to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power oF authority granted thereunder, ther� shall be no liability upon the authorize3 representatives of the �wner, either personally or otherwise as they are agents and repres�ztatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of rort Worth, an organization which qualifies fo.r exemption pursuant the provisions of Arti�le 20.04 (H) of the Texas Limited Sales, excisA, and Use Tax Act, tne Contractor may purchas`, rent or laas� all materials, suppli�s and equipment used or cons'umed in the o�rformance of this contract by issuing to his supplier an ex�mption certi�icate i:� lieu oF th� tax, said exemption c�rtificate to comply with State Comptroller's Ruling .007. Any-such exemption ce.rtiFicat� issued by the Contractor in lieu of th� tax shall be subject to an3 shall comply with the provisions oF �tat? Comptrollsr's Ruling .011, and any oth�ar applicable 8tate Comptroller rulings pertaining to tha Texas Limit?d Sales, Excis�, and "Jse Tax Act. On a contract awar3ed �y a devel�per for t'ne construction of a publicly-awn�d improvement in a str�2t right-of-way or otner easement which has been dedicated to the public and the City of r^ort Worth, an organization w�ich qualifies Eor exempti�n pursuant to the provisions of ArticZe 20.04 (H> of the T�xas limite3 Sal�s, F.xcis�, and 'Js? Tax Act, ttle Contract�r can �robably be ex?mpt�d in the same m�nn�r stated abov�. C6-5 (12) � ' � Limited Sale, Fxcise and Use Tax permits and information can be obtained from: � Comptroller of Publir_ Accounts ' Sale Tax Division Capitol Station �? Austin, TX i � 1 1 � � 1 1 1 1 � � 0 � C6-6 (13) �ii , � � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: � C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his �„# immediate superintendance, work of a value of not less than fifty (50�) percent of tne value embraced in the contract. If the Contractor sublets any part of the work to be done und�r these Contract Docum�nts, he will not under any circumstances be relieved of the responsibility and obligation assumed under 1w these Contract Documents. A11 transactions of the�Engineer will be with the Contractor. Subcontracters will be � considered only in the capacity of employees or workiaen of the Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any �, subcontractor on the work. The Contractor shall at all times, : when the work is in operation, be represented either in person or by a superintendent or other designated r�presentatives. C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not � assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same 1 or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. �� If the Contractor does, without such previous consent, assign, transfer, sublet, convey, br otherwise dispose of the contract or his right, title, cr int�rest therein or any part thereof, � to any person or persons, partnership, company, firm, or �+ corporation, or does by ban�ruptcy, voluntary or involuntary, or by assignm�nt under the insolvency laws of any state, � attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully c�mpie}z said contract, and in the event of any � such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual ' damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any � construction operation, the Contractor shall submit to the Engineer in fivA or more cooies, if requeste3 by the Engineer, a progress schedule preferably in chart or diagram form, or a � brief outlining in 3etail and step by step the manner of � C7-7 (1) prosecuting the work and ordering matzrials and �quipment which ne zxpects to follow in order to comnleta the project in the scheduled tim�. There shall also be submitted a table of estirnated amounts to be earned by the Contractor during each mon�hly estimate period. The Contractor sha11 commence the work to be performed under this contract within th� time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor aa is necessary to insur� its completion within the time limit. The sequence request�d of a11 construction operations shall be at all times as specified in the Special Contract Documents. Any d�viation from scuh sequzncing sha11 be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has r�ceived written approval from the Engineer. Such sp�cification or approval by the Engineer shall not relieve the Contractor from the full responsi'Qility of the complete performancs of the Contract. The contract time may be changed only as set forth in �ection C7-7.8 "Extension of Time of Completion" of this Ag"reement, ' and a progress schedule shall not constitute a change in the contract time. �. C7-7.4 LIMITATIONS OF OPERATIONS: The working ooerations shall at all times 'oe conducted by the Contractor so as to cr�ate a minimum arnount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is n�cessary for the proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress befor�.the �aork is commenced on any additional ;section or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPNENT: Local labor shall be used by the Contractor is avai�abl�. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. A11 otizzr workmen, including equipment operators, may ba import�d only after the local supply is exhaust�d. The Contractor shall em�loy on.ly such superintendants, for��ar_, and wor�men wh� ar.=_ caraful, comoetent, and fu11y qualif_ied to a�rforrn t�e duties or tasks assigned to them, and the �.ngineer may d?mand and secure the summary dismissal oF any person or �ersons employed by the Contractor in o.r about or on the work who, in the opinion of the Owner, shall misconduct himself or r�� found to b� incompetent, disr�spectful, internnerata, dishonest, or C7-7 (2) � � � � otherwise objectionable or nzglect`u1 in the proper perforr�ance of his or their duties, or who neglects or r�fuses to comply with or carry out the directions of the Owner, and such p�rson or persons shall not be employ�d again thereon without written cons�nt of the Enginzer. All workmen s�a1.1 hav� sufficient skill, ability, and � experienc� to properly p�rform the work assigned to them and operat� any �quipment necessary to properly carry out the performance of the assigned duties. � L""' ' The Contractor shall furnish and maintain on thz work all such equipment as is considered to be necessary for prosecution of the work in an acceot3bl� manner and at a satisfactory rate of orogress. All equipment, tools, and machinery used for handling matsrials and executing any part of the work shall be subject to the approval ot the Engineer and�shall be maintained in a satisfactory, safe an3 efficient working condition. Equipment on any portior. oF the work shall be such that no ir.jury to the work, �aorkmen or adjacent property will result from its use. n C7-7.6 WORK SCHEDULE: Elapse3 working days shall : starting with the first day of work comnl:ted as C1-1.23 "'�70RKING DAY" or tiie date stipulated i� � ORDER" for beginning work, whichever comes first. b� computed d�fin�d i.n the "WORK I Nothing in these Contract Documents shall be construed as prohibi�ing the Contractor from wor'�cing on Saturday, Sunday or Legal Holidays, providiag that the fol.lowing requirements are � met: v ' � , � � � a. A request to work on a specific Lega1 Holiday must be made to the than the proceeding Thursday. Saturday, Sunday or Engineer no later b. Any work to '�e done on! the project on such a specific Saturday, Sun3ay �r Lzgal Holiday must be, in tha opinion of the Engineer, essential to the timely completion of the project. The Engineer's djcision shalt be final in responss to such a request for approval to work on a specific Saturday, Sun3ay or Lega1 'rioliday, and no extra compensation sha11 be �llowed to the Contractor for any w�rk p�rform�d on suc:z a specific Saturday, Sunday or Legal :�oliday. CalAndar ?�ays sha11 be deFined in C1-1.24 and th� Contr3ct�r may work as h� so 3esires. C7-7 (3) C7-7.7 TIME OF COMMENC�MENT AND CUMPLETION: The Contractor sha11 commence the working operations within th� time specified in the Contract Documents and s�t forth in the Work Order. r^ailur� to do so shall�be consi3�red by tne Owner as abandonment of the Contract by the Contractor and th� Own�r may proceed as he sees fit. The Contractor shall �aintain a rate of �rogras� such as will insure that the whole work will be p�rform?d and the premises cleaned up in accordance with the Contract Documents and within the time �stablishsd in such documents and such extension of time as may be properly authoriz�d by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an zxtension of time oi complstion shall be considered only when the request for such extznsion is submitted in writing to the Engineer within seven days from an3 after the time a1l�ged cause of delay shall hav� occurr=d. Should an extension of the time of completion be requested such request will b� for_warded to th� Ci�y Council for approval . In adjusting the contract time for completion of work, consideration will be given to unForseeable causes �eyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Ownar, fire, flood, tornadoes, zpid�mics, quarantin� restrictions, strikes, freight embargoes, or 3elays of sub-contractors du� to such causes. When the dat? �f compl?tion is �ase3 on a calen3ar 3a� bid, a request for extension of time because of inclement weather will not �e considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a r?view of the Contractor's purchas� ord?r dates and other per�inent data as reqs�sted by the Engineer indicatAs that the Contractor has made a bonafid� attempt to secure dzliv�ry on schedule. This shall include efforts to obtain t'ne supplies and materials from alternate sources in case the first source cannot malce delivery. If satisfactory ex�cution and co.mpletion of the contract should require work and materiats in greatar amounts o.r quantities than those s�t forth iz the approved Contract Documents, then th� con�ract ti.me may be in;r�ssed by Change Order. C7-7.9 DELAYS: The Contr3ctor shall receiv� no com�ensation for delays or i7in3ranc�s to the w�rk, excent when direct and unavoidabla extra cost to the Contractor is cause3 by the failure of the City to provi3� information or mat=rial, iF C7-7 (�) L � � any, whicn ia to be furnished by the City. Whzn such extra compensation is claimed a written statement th�reof shall be ores�nt�d by the Contractor to the Engin�er aad if hy him � found correct shall bz approved and reFezred by him to the Council for final approval or disaporoval; and the action thereon by the Council sha11 bs final and binding. If delay is cause3 by specific orders given by thz Engineers to stoo � work, or by the p�rformance of ex�ra work, or by the failure � of the City to provide matprial or necessary instructions for carrying on th� work, then such delay will enLitle the �"' Contractor to an equivalent exte;�sion of time, his application for which sha11, howevsr, be subject to the approval o� t`�e City Council; and no suc'n ext�nsion of time s:�all r�lease the Contractor or the surety on his perForr�ance bond from all his � obligations hereunder which shall remai� i:� full forc� until the dischar3e oF the contract. � � � �w � C`3 � t� C7-7.10 TIME OF COMPLETION: The time of completion is an essential el�ment of th� contract, r�ach bidder snall indicats in the appropriat� �lace on the last pag� oF the Proposal the number of woricing days or calendar days that he will require to fully complate this contract or the time of compl.etion will b� sp�cified by the City in th� Pro�oaal section of th? contract docu.nznts. The number of daps indicated shall be a realistic estimate of the tima required to compl�te the work covered by th� specific contract being bid upon. The amount oF time so stated by th? successful bidder or the City will becom� th� time oF completion specified in the Contract �ocuments. For each cal?nda.r day that any work sha11 ramai�z uncompl•�ted after th? time sp�cified in the �ontract �ocuments, or the increased time grant�d by the Owner, or as atitomatically increased by additio:�al wor� or mat�risls ord�red aft�r ths contract is signed, the sum per day given in the following schedul�, unless otherwise specified in oth�r parts of the Contract 7ocuiaents, will be deducted from manips due the Contracto.r, not as a penalty, but as liq�1133t�^CZ 3amages suffered by the �wner. AMOUN�I' OF CO[�TRACT Less than $ 5,000 $ 5,001 to $ 1�,000 $ 15,001 �o $ 25,000 $ 25,OQ1 to $ 50,000 $ 50,OOI *�� $ 100,000 $ 100,001 to $ 5�0,000 C7-7 (5) inclusiv� $ inclusive $ inclusive $ inclusiv� $ in�l��siv� S inclusiv� $ 35.00 4�.00 63.00 105.00 154.00 210.00 $ 500,001 to $1,000,000 inclusiv� $ 31�.00 $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 an3 ovsr , a 630.00 The parties her�to understand and agree that any harm to the City caused by the Contractor's dalay in compl�ting tne work hereunder in thz time specified by the Contract Docum�nts would be incapable or v�ry difcicult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as szt out above, is a r_�asonaole forecast of just CO�D�11S3t10R due the City for harm caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be eatitled to additional compensation by virtue of such court ord�r. Neither wi11 he be liable to the City in the event the work is suspended by a Court Order. Neitner wi11 thz Own�r b� liable to the Contractor by virtue of any Court Ord2r or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have ths right to suspend the work ooeration wholly �r in part for such period or Deriods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable. conditions which in the opinion of the Owner or Engineer �ause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During t?mporary suspension of work covered by this contract, for any reason, the Owner will mak� no extra �aym�nt �or stand-by time of construction equipment and/or construction crews. If it should become nec�ssary to suspend wor�c for an indefinite p�riod, the Contractor sha11 store all materials in such manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall tak? every pr�cauti�n to pr�vent 3amage or deterioration of the work performad; he shall provi3e suitable 3rainage about the work, and erect t?mporary structures wher? necessary. Should the Contractor not be a'ol� to complate a portion of the oroject duz to causes beyond the control of and witnout t:�e fault or nagligence of the Contractoc as s�t forth in ParagraDh C7-7.8 EXTE(�SION OF THE 'rIME OF COMPLETION, and should it be determined by mutual cons�nt of the Contractor and th� Engine2r that a solution to a11ow construc�tion to proceed is not availablz wit�lin a raasonable peiiod of time, then the Contractor may b� reimbursed for the cost of moving his squipment otf the job and raturning �the necessary equipment to ttze job w'�en i} is determinzd by the Engineer C7-7 (5) � � � � that con� �r. sc�ion �nay '�� r.=_sum?•3. Such r�imbur�ement shall bP based on 3ctaal co�� to the Contractor �f moving tza eq��ipment an3 ao or�ti" ;ai1t b� a1low�d. No r�imbursement �na11 be aliowe3 if. L�� e�uin�rent is mov�:3 to another construction nroj`ct Lor t'r.e Ci�y oF Fort ;�ort�l. � The Contracto.r �haZl not tr��m the Engine�r an3 shall �romptly when r.otiEiPd �'' operations. susoend work without written notic? �roc�ed �aitii the work �per3ti�ns b1 the Ln�i�eer to so rJsume �7-7.13 TERMINATION OF CONTRACT DUE TO N�iTIONAL EMERGENCY: �Vhan�ver, �ecause of Na�ional �.mergency, so declared 'oy the � Prasid�nt oE t�e �Jnited �tat�� or other lawful authority, i� 'oecom�s imoossible for the �ontractor to obtain a11 0� the necAssary laoor, materials, and equipment for the prose�ution ' o.E the work wit�z �easona4le con=inuity Foi a n�rio3 ot two months, the Contract�r shall withir seven days notify the ��ity in �ariting, giving .� 3�tailsd statem?nt of. Lnz eFEo_rts w'��c� � zave ��n ma3«� an3 li�tin3 31i nec�ssary i�ems of labor, rnaterials, and e�uip�n�nt not o�t3inable, If, aft�r investigations, the Owner finds that such conditior.s �axisting and t'nat tha inability of the Contractor to ��roceed is not � attri�utaole in whola or in part to tiie F��z1 ��r �iegl�ct of tne Contract, th�n if the Owner cannot a�tzr rzasona'a1e �ifort I assist the Contractor in procuring and making aysilable the nec�s�ary labor, �naterial� an3 equi�merlt within tizirty days, the Contractor rnay request the Owner �o cPimi�.zat� the cont; 3ct and tha �wn�r may comply witil t;i�� reque�t, and t?�•� t�.rmination � :��a11 be condi=ioned an3 'oas�3 u��n � Fiaal �ettl�ment � m�itually acc�Lr��ab1� to OOti1 t'z� Own�r an3 the � on�ract�.r an:� final �ayment �hall be r►a:3? in ac^oc3ancA with t;z� t�r:ns �F t;�z agree3 s�t�l�ment, which shall include, but not o? limit�3 y '_o, rhe nayment Eor a11 wo.rk �x��il:�d 'out ao r1(1t1Cl�dt?:� �roFits on work which has not beF.:� perf:�rmac�. � � ' � � , ��7-7.14 SUSPENSION GR ABANDONMENT OF THE WORK AND ANNULMENT Or' CONTRACT: T'�e worK oo�rarions on all �t any por�ion or sectio� of the work under ;,ontr3cc S�ial1 be suspendel imme�3i�t��ly on writ�en JCc�2C o` t`�� ngin�er or ttie Co�ntr�^t mal� b� 3��clar�3 canc�ll=_:� oy the C�ty Co�incil F.or any g��o.3 an3 Slif�1C1—c�'�1t :;,3t1S�. Z'[1? f011.04J1C1:3� �'3j� W3y O� ?�amn1A� '�llt 7�fi ��E li:r�itation, m�y be consi3�rP;i gr.�un3s Eor susp:nsi��n o.c c�ncellation: �, rail�sre oE the Cont.r�ctor to com�n�=nca work oo�r3�ions �aitnin �h� tim� ��eci�ied iri tl�s W�r. k ��r3a_r i�ss�3 by th� Own��. �_7-7 ; 7 ) b. Substantial evidence that grogr�ss of the work operations by Con�ractor is insufficient to complete the work within the specified time, c. C!� Failure of the Contractor to provide and maintain sufficien+� labor and equipment to properly zxecute the working operations. Substantial evidence that th.� Contractor has abandoned ths work. e. Substantial evidence that thP Contractor has become insolvPnt or bankrupt, or. oth�rwise financially unable to carry on the work satis�actorily. f. Failure on the Odrt of the Contractor to cbserve any requir��ments of the Contract L�ocum�nts or to comply with any orders given by the Engi�eer or Owner orovid�d for in these Contr�ct Documents. g. Fail�ire of `h� Con'�.r�ctor prcm�tly to make good any defect in mat�rials or workmanship, or any def�cts of any nature the correction of which�has �een directed in writing by the Engin�e.r or th� Own�r. h. Substantial evidence of collusion for the purpose of illegally pracuring a contract or perpetr3ting fraud on th� City in the construction of work under contract, i. A substantial indication that the Contr,�ct��r has made an unauthorized assignment of the contract or any funds due ther�fr�m for the benefit of any credit�r or for any other purpose. 7- k. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. If the Cont.ractor commences l�gal action agai�st the Owner, A copy of the suspens�on order er action of the City Council shall be s�rved on the Contractor's Sur�ti�s. When work i� suspended for any causa or causes, or when th� contr3ct i5 cancelled, the Contractor sha11 discontinue the wori� �r such part ther�of as th� Owner �hall designat�, whereupon the Sureties may, at tneir option, ass�zme taP contract c�r that portion theraoF w?�ich the Owner has or3ered t'ne Contractor to discontinue, an3 may p�rEorm th�� same or may, with the written �_7-7 ( 8 ) � � � COIlS2Zt of �he �'.JZ�r� Sllbl�t �il? WOC�it Or i�ld� �O�r�1Q�1 Oi �l1@ wozK as ta:cen ov�r, pr�vided howev?r, that the Sur��ies shall ex�rcise their option, if at alt, witnin two w�n'r,s a.Eter the �•ri�ten n�`ics L� 3iscontinue the work nas been 5�.r.ved upon the ConLractor. and upon the �ur�tias or tizair 3ut�zoriz�d � agents. The �ureties, in such �vent sha11 a�sum� the Con�r.�rr;�� ; pi�� in all respects, and s:�all be nai�3 by the � Owner For a�1 wor�c p�rFor:ned by them in accordance with the tzrrns of the Contract Documants. Al]. moni•�s r�maining due the Co►ztractor at the time of this dAfault sha11 th�re«pon oecome *! dus an3 U3y301r3 to the Suratias as the work progr�:ss�s, , subject to a1i of tne t��r�n7 0� the Contract �ocum��nt:�. � � �r. � � � � � � In case the �sr��Lies do not, wit�zin the nerei��apov� sp�ciEied tim�, ex�rcis� thair ri3ht and optior to .3:;sumz t'�� ccntract responsiUilities, r�r t�iat �oortion ther�oF which t�1e Owner has ord�red by the Contracto.r to discontinua, then t:7� Owner shall hav� the pow�r to cornplete, �y concract or otharwis�, a� it nay determine, t�ie w��k ,�zr�in descri�ed or suc� part th�reof a� i� nay d�em nec�s5ary, and the Contractor her�� agr�es that tiiz Own`r shall have tkl� right to take �o�a�ssion o� an3 use any material�, plants, tools, �quipment, su�plies, and proberty oi any kind provided by the Contrac�or for th� purposz oF carrying on the work and to �r�cur� other tools, ?quipment, materials, labor and pr�oerty Eor tiie comuletion of the work, an3 to cnarge t� t�ze accoun� of tr.e �ontractor ��F said contract expe:�se for labor, m�t�rials, tools, equipment, an3 all Pxpenses incid�nta.1 `hereto. The expen�e so cnarged shall �e deducted by t;1a Ownar �r��m .>>icn monies a� :nay bA 3ue or �;�ay become due �t any time ti��r�a�t�r to th� Contractoc an3�r. and by virtue oE tne Contracc �.r any ��arr_ t.i�reof. T.i? Own�.r shall not b� r��quir�d to o'otail th� lowest bid for th� w�rk camnletin� thP contract, but tn�� xpanss to be 3Adu�ted S't1311 be the actual c�st o� tne own�r oc suc;z wor�c. In c�sa sucii �x��ns �s s',zall exc?e3 th� arno�int which wo;�1d 'nav� �e�n ?ayable und�r the Contract if_ th� sam� had be�n compt��ed �ay t;ze Contractor, then tiz? �orl�cractor and his �ur�ties s�a�l oay th� amount oF such exc�s� to the City on rioti::= Lro;n th= Own�r oE the excess due. Wnen any particular n3r� �F the w�r'�c is ��ing ca.rried on by tlz� �wrler by contract or ot,l.rwis�. und?r tne provisions of t�is s�c'�ion, t'�e Contractor snalt c�ntinuP t�ie remaind�r of the wcck in �onEormity wit)1 th� t�rms of tti� �,ontract �ocum?nts and i:� such a mann�r 3s to not .li:�der or intar�er� �aitti performance oE t'r:e wor�: by th� ��m�r. � �7-7.15 FULFILLMENT OF CONTRACT: The i,ontt3�t wi11 b� eonsid�re3 as h.�v�ng been f�ilf illed, s.3v� as or�vici�ci i�i any bond or �on.ds or by law, zahen atl the wozr a:l�� 11 s�ctio.n� �r psrts r�f tiie pr�j�c►. covf�re�l �y c}le �,o��ra�t D��;��ent� have w i,7-7 ( 9 ) � been finished and comolet�d, the final inspection made by the Engineer, and th� final acczptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this con�ract may be t�rminated by the Owner in whole, or from time to time in part, in accordance witn this section, whenever the Owner shall determine t:�at such terrnination is in the best interest of th� Owner. Any such tzrmination shall be effected by mailing a notice o.E termination to th� Contractor specifying the extent to which performance of work under the contract is terminated, an3 the date upon which such termination becomes eff�ctivA. R�ceipt of the notic� shall be 3eemed conclusively presumPd and established when the lett�r is placed in the Unit�d Stat�s Mail by the Owner. Furtner, it shall be deemed conclusiv�ly presumed and established that such termination is madA with just cause as �therein state3; and no prooP in any claim, demand or suit shall be required of the Owner regarding such discr�tionary action. B. CONTRACTOR ACTION: Aft�r r?ceipt of a notic� o.E termination, and exc�pt as otlzerwise directed by the Engineer, the Contractor shall: l. Stop work under t�12 cont.ract on the dat� and to the extent specified in the notice �f termination; 2. nlace no further ord�rs or subcontracts for materials, services or facilities except as may be nec�ssary for completion of such portion of the work under the contract as is not t�r�inat�d; 3. tQrminat� all orders and subcontr3cts to the extent that they �elate to the performance o£ work t�rminat�d by t?�� notic� of tzrmination; 4. transfar title to the mann=r, at th� if any, dir�cLed by the �wn�r_ and dAliver in times, and to t'n� extent, ' the �ngineer: 1 C7-7 (10? ' � � � L� � �" Wi � � 3. the E.�bri�:at�3 ��r ;in`,3bric3+_�_3 nac��, wor:c in process, co:nnl�tF_d work, suv�li�s and otn'� ;na�?rial �roducAd as ��art of, or acqai,=��i in connection ��aith the perForr�ance oF, the work c�rmin.�ted by the notice of ter�nicZation; and b. �h� compl?ted, or oartially co�nplAt�d plans, dra�aing�, inEorma`ion and otz�r proo�rty which, i£ the contract had been com�leted, woal3 tlave �e�:� require3 to nP furni.�hed to the Own�r. �. ccnpl�t� performance oF such n�r� �F t�le work as sha11 n.�t �lav� '�een ter;ni�.�t�d by tn� notice of termination; and o'. takz suci� action as �nay b� necessary, or a� the Engine�r may direct, for th� orot�ction and presarvati�n oF th� prop�r�y r�lat�d to its contract w'nich is in tne o�ss?ssion o,`_ thA Contr:3ctor and i� whi�h th� Ow:��r has GC �nay a�quire the r�st. At a tim� not later tilan 30 days ai ��r t'a� � t�rmination datz specifie3 in thP no�ica of t�rmination, the Contractor_ may sub►nit to t'ne Engine�r a list, certifie3 as t�� q��an:ity and 1 guality, of any or alI it�ms o� tacmination inv�ntory not pr�viously dis�o�ed �f, �x�lusive of it�ms tiz� disposition oE whic� has a�en di-�c��3 ��r �1 auchorized by the �ngine�r. ��ot la��r than 15 da�� , t`Z�r�a`t�r, the Own�r shall acc?ot titt� to sucii it�ms �oro��ide�, t'nai: the list submitted sha11 b� ` 5llb]2C1� tJ vAriFic3tion by the �ngi;zeer ,lgon � ramovai of tn�� i c��as or, i E the i tems are s c�r �3, :vithi� 45 days frocn ti�e date of submission of tn=� ' list, an3 any nec�ss�ry �aj�i5�ments to corre�t t,-:� List as su'�mitted, shall be mad� �rior t�� Final s�ttlement. ' C, 'rERMINP_TION CLAIM: Wi .hin 6U daj�s a��c �zctice o£ c�r.mination, the Contracr�r shalt su�mit �is tPrminati�n ci3im to tha r^�ngiaeer in the �or_m an:� , with t�1e c�rtification ��c�s�rioe�3 by tt1.=_ Eng� :�ar. iJnless one or mor� ext:�nsi•�n5 iz ��ri'.:i�i� 3� � g ranted by �t1� Own�r �spo.i r��qs`s t �� E �,� � �„� Contr3�t�r, mad� i:� w� iting within suc�i 60-3ay ��L10C3 �C ��1Lt1��ri��3 �xten�ion th:�reof, any :�n:3 .311 � s�lcn claims s:z.�it '�e c^.ncl�ss.ivsiy de�m:�3 w:�i�.��a. � �%-7 (11) � D. AMOUNTS: Subject to tne provisions or Item C7-7.16(C), the Con�ractor and Owner may �gre� upon the who1P or any part of the arnount or amounts to be paid to the Contractor by reason oE the total or partial t?rmination of work purs'ldrit h�rato; provided, that such agreed amount or amounts shall nev�r axceed the total contract price as r�duced by the amount of payments otherwise made and as furtner rzduced by the contract price of w�r;c not terminated. The contract shall a� amsnded accordi�gly, and the Contractor sha11 be paid the agreed amount, No amount shall be due For lost or anticipat�d profits. Vothing in C7-7.16(E) hereafter, prescribing tze amount to be paid to the Contractor in the event oi failure oi th� Contractor by reason of the termination o` w�rk pursuant �o this section, shall �e deemed to limit, restrict o.r ot'n�rwise 3et?rmine or affect the .smount or �mounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the ev2nt of the f'ailure of the Contractor and tha Owner to agree as pr�vided in C7-7.1'0 (D) upon the whol� amount to be �aid to the Contractor by rzason of th? termination of worit pursuant to this szction the Owner shall determine, on the basis of information availabl� to it, tha amount, if any, due to the Contr3ctor by reason of the termination and sha11 pay to the �ontractor the amounts determinad. No amount shall be du� for lost or anticioated profits. F. DEDUCTIONS: In arriving at the amount duA the contractor under t;�is section, th�re shall be deducted (a) a11 unliquidatzd a3vance or otner payments on 3ccount th�retofore made to th� Contractor, applicablA to the terminated r�o.rtion of this contract; ('�) any claim which the Own�r raay hav� against the Contractor in connection with tnis contract; and (c) the agreed price for, or the proceeds of sale of, any matPrials, supplies or oth�r things kept by the �ontractor or so1d, oursuant to the �rovisions oF t}zis clause, 3-�d not otherwise r�covera3 oy or credited to th� Own��. G, ADJUSTMENT: If the termination 'n�raund�r �e oartiaZ, prior to the szt`lement of the ter�ninated porti�n oF this contract, the Contr.3�tor may file with the Engineer 3 request in writing E�r an C7-7 (12) � ' � � � equita'ole a3justment of the price or prices specified in �ne contract relating to the continued portion of `ne �ontract (the portion not terminatAd by the notice o� termination), such equitable adjustmen� as may be agreed upon shall be ma3� ia such price or price�; nothing contained herein, how�ver, saall limit the right oi the Owner and the Contractor to agr�e upon the amount or amounts to be paid to the Contractor for the completion of the continu�d �ortion of the contract when said contract do�s not contain an established contract pric� for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this � section shall limit or alt�r th=_ rigizts -which thz � Owner may hav� for termination of this contract und�r C7-7.14 hereof entitled "Suspension of Abandonment of the work and Am�ndm�nt of Contract" or any otner right which Owner .may tlave for default !R or br�ach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be - responsible for initiating, maintaining, and supervi'sing all � saf ety precautions and progrsms in connection with the work at all times and sha11 a�sume all responsibilities for their enforcement. � The Con.tractor shall comply with f�deral, state, azd local laws, ordinances, an3 r?�ulations so as to protect person and � property f rom injury, inclu3ing death, or damage in connection , with the work. � � ' ' ' ' � C7-7 (13) � , w � � A � � � ' � � � � PART C - GE�IERAL CONDITIONS C8-3 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The det2rmination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably �ompletzd under the terms of the Contract Documents shall be mad� by th.e Engineer, based on measurements made by th� Engineer. These measurements will be made according to the Unite3 States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and weight� of the mater.ials and items installed. C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of a11 work to be done under these Contract Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, suriace, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, delays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a satisfactory conditior, for operation. C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" sha11 represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work necessary f or the construction and completion of all the work to provide a compl�te and functional item as detail�d in the Special Contract Documents and/or Plans. � C8-8.4 SCOPE OF PAYMENT: The t'ontractor shall receive and accept the compensation, as herein provided, in full payment Eor furr.ishing a11 labor, tools, materials, and incidentals for performing all work contemplated and �mbraced under these � Contract D ocuments, for all loss and damage arising out of the nature of the work or from the action of the elements, for any unforesee�z defects or obstructions which may arise or be encountered during the �rosecution of the work at any time � �;I C8-8 (1) befor� it� final acceptanc� by the Owner, (�xc�ot as provided in paragraph C5-5.14) ior all risks �f wlzatever description connected with th� prosecu�ion of the work, for a11 expense incurred by or in consequence of suspension or discontinuanc� of such prosecution of th� working operations as her�in specified, or a�y and al1 infringements of patents, trademarks, copyrights, or other legal reservations, and for completeing the wor� in an accepta�le manner according to the terms of the Contract Documents. The payment of any curr�nt or partial estimatz prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of th� acceotance of the work, materials, or equipment, nor in any way pr�judice or afiect the obligations of the Contractor to r��air, correct, renew, or repl:ac? at his own and proper expensz any deFects or imperfections in th�� construction or in th� str�ngth or quality of the material used or equipment or machinary furnish�d in or about the construction of th� work under contract and i:s appurtenances, or any 3amag� due or attributed to such defects, wnich defects, imperfection, �r damage sha11 hav� been discoverzd on or before the final insoection and accepta�ce of work or during the one y�ar guaranty p�riod after final acceotance. The Owner sha11 be the sole judge of sucn defects, imperfzctions, or damage, and the Contractor shall be liable .__. to the Owner for failare to correct the sa:ne as provided her�in. C8-8.5 PARTIAL ESTIMAT�S AND RETAINAGE: Between the lst and 5th day of each month th� Contracter shall submit to the Engineer a stat�ment showing an estimate of the valae of the work done 3uring the pr�vious month, or estimate p�riod under the Contract Documents. No�t later than th� lOth day of the month the Engineer shall v�ri.fy such estimatA, and if it is found to be acceotabl= an3 the value of work performed since the last partial gayment was ;nade exceeds one hundred dollars ($100.00) i.z amount, 90� of such estimated sum will be paid to the �ontractor if the total contract amount is less than $400,000, or 95� of such estimated sum will be paid to the Contractor if the total contra�t amount is $400,000 or greater within twanty-fiv� (25) days a�t�r the regular estimatz period. The City will have the o�tion of prenaring estimates on Forms furnishe3 'Qy th� City. The partial estimat? may include acceptabl� nonp=rish3ble mat�rials deliv�red to the work which arz t� be incorporat�d into the work as a oarmanent part thereof, but whici� at th` tn� ti:me c�f th� estimate ilave not been ins�all�3. (such pay:nent will �e allow�d on a basis of 85$ of the n��t invoice value th�reof.) T?�e Contraccor shall furnish the Engin�er such information as he may r��u�st to aid ��8-8 ( 2 ) � lJ him as a guid� in the verification or the pr�par3tion of �artial estimat�s. It is understood that the partial estimatz from month to month � will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate � rendered following the discov�ry of an �rro.r in any pr�vious �stimate,and suc:n ��timate shall not, in any r�spect, be taken as an admission of tn� Owner of the amount of work done or of �, its quality of suffici�ncy, or as an acceptanc� of the work done or tha release of the Contractor of any of his � r�sponsibilities under tne Contract Documents. �� The City reserv�s �he right to withhold the payment oF any monthly zstimate if the con�ractor fails to perior��n the work strictly in accordance with the specifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or �y estimates may be held in abeyance if the performance of the con5truction operations is not in accordance with the requirements of the Contract Docume�ts. � � � � � C8-8.7 FINAL ACCEPTANCE: Whenev�r the improvements provided for by the Contract Documents shall have been completed and all requir�ments of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engin�er in writing that the improvemants �r� r2ady for the final inspection. The Engineer shall notify thz appropriat? officials of the Owne.r, will within a reasonable time :nake such f inal inspection, and it the worlc is satisfactory, in an accepta'Qle condition, and has been comoleted in accordance with the terms of the Contract Documents and all app.roved modifications ther�of, the Engineer will initiat� the processing of th� final estimate and recommend final acceptanc� of the project and final paymnnt thereFor as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenev�r all the imorovements provid�d � for by the Contract Documents and all approved modifications thereof shall have been compl?ted and all requir�ments of the Contract Documents have been fulfilled on the part of the � Contractor, a final estimate showing the valu� of the work will be prepared by the Engineer as soon as the necessary measuraments, computations, and checks can be mad�. � _All prior subject to payment. u � estimat�s upon which payment has been ma3e are nec�ssary corrections or r�visions in th� final C8-8 (3) The amount of the final Pstimate, l�ss orevious payments and any sum tnat hav� been deducted or retained under the provisions of the Contract Documents, wi11 be oai3 to t'ne ��ontractor within 60 days aft�r final accep�ance by thz Owner on a proner resolution of the City Council, �rovided the Contractor has furnished t� the Owner satisfactory �vidence of paym�nt as follows: Prior to submission of th� final estimate for payment, the Cont�-actor sha.11 execute an affidavit, as Furnished by the City, certifying that a11 persons, firms, associations, corporations, or other organizations furnishing labor and/or materials have been paid in ful1, that th� wage scal� �stablished by the City Council in th? City of rort Worth has be�n paid, and that there are no claims pending for personal injury and/or property damag�s. The acceptance by the Contractor of ths last or final payment as aforesaid shall oparate as and shall r�leasz the Owner from all claims or liabilities under the Contract for anything done or rurnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with thz Contract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which speciEically continue thereaft?r. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believzs it nas employ�d comp�tent Engine�rs and design=_rs to prepare the Contract Documents an3 all modifications of the approved Contract Documents. It is, therefore, agreed that thz Owner shall be responsiUle for the adequacy of its own design featurAs, sufficiency of th? Contract Documents, the saF�ty of the structure, and th� practicability of the op�rations of the completed project, provided the Contractor has compli�3 with the requi.rement.s of the said Contract Documents, alZ aoproved modifications thereof, an3 additions and alt�rations ther�to approved in writing by the Owner. The burden of proof o� such complianc� shall b� upon the Contractoc to show that he has complied with the sai3 requirements of t:le Contract Documents, approved modifications thereof, and all aporoved addi�i�ns and al=erations therato. C8-8.10 GENERAL GUARANTY: Neither the final certificate of paym�nt n��r any nrovision in tne Con=ract �ocuments nor partial or entira occuoancy or use of the pre�nis?s by th� Owner shall constitut�� an acceptance of w�rk not done in accordanc� witn th� Contract Document� or r�li?vz the Contractor of li3bility i�7 respect to any e'xpress warranties or r�sponsiQility for faulty mat��rials or workmanship. The Contractor shal.l r�medy any dzfects or dar:iag?s in t�e work and C8-8 (4) � 1 1 pay for any dama�e to other wor�c resulting therefrom which shall appear within a period of one year from the dat� of final acceptanc� of the work unless a longer period is � specified andshall iurnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which snall assur� the performance of the g�neral ' guaranty as abov� outline. Th` Owner will give notic� of observe3 defects with r�asonable promptness. � CS-8.11 SUBSIDIARY WORK: Any and a11 work specifically governed by docum�ntary requirements for tne �roject, suc:� as a conditions impos�d by the Plans, the General Contract Documents or thesz Special Contract Documents, in which no specific it�m for bid has been providzd for in the pr000sal, � shall bP consid�re3 as a subsidiary item of work, the cost o.f whicn shall be included in the price bid in the Proposal, for � each bid item. Surfaca restoration, r�c;� excavation and cleanuo ar� general it�ms of work which fall in the category of subsidiary work. � � � � � e � � � � � C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in th� Proposal to establish unit prices for miscellaneous placement of material. These materials sha11 be used only when directed by the Engineer, dep�nding on fi�ld conditions. Payment for miscellaneous placement of mat�rial will be mad� for only that amount of material used, m�asured to the nearest one-tenth unit. Payment for misc�llaneou� ulacement of mat�rial shall be in accordance with tiz� General Contract Document� regardless of the actual amount used for the project. C8-8.13 RECORD DOCUMENTS: Contractor sha11 keep on r?cord a copy of a11 specifications, plans, addenda, modifications, shop drawings and samples at the site, in good ord�r and annotate3 to sllow all changes made during the construction process. These shall be delivered to Engine�r upon completion of the work. C8-8 (5) � ' 1 1 1 1 ' 1 � � � 1 1 1 1 1 1 1 1 �7:� �� SUPPLEMENTARY CONDITIONS TO PART C W � t A. ' B. � SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS General These Supplementary Conditions amend or supplement the General Conditions of the Contract and other provisions of the Contract Documents as indicated below. Provisions which are not so amended or supplemented remain in full force and af�ect. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS, ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: � Upon request, Contractor agrees to provide to Owner complete and accurate information Y regarding actual work performed by a Minority Business Enterprise (MBE) andlor a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees � to permit an audit and/or examination of any books, records or files in its possession that will � substantiate the actual work performed by an NIBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or the commission of �fraud by the , Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission offraud � will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. C � � � � tD ' � C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "No sureties will be accepted by the owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U. S. Treasury List of Acceptable Sureties { Circular 870 }, or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state ofTexas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the l Oth day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The i� ttevts�d ' pg. l . 6/f#4199 ........ ... ' Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days ai�er receipt by Contractor ofthe 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. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; sha11 not release the Contractor of any of its responsibilities under the Contract Documents. L F The City reserves the right to withhold the payment of any partial estimate if tlie Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSURANCE" C3-3.11 INSURANCE: Pa�e C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" G. C6-6.12 CONTRACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), should be deleted in its entirety and replaced with the following: 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 a�rees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and a11 claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv such iniurv, damc��e or death is cause�l, in whole or in part, bv the negligence or alleQe�l negligence of Owner, its officers, sernnnts, or emplovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner trom and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property ofthe Owner arising from the performance of any of the terms and conditions of this Contract, whether or not anv such iniury nr clanzat=e is causecl in whole or in part hv the negli�ence or alleped neQli�ence of (hnner, its officers, servants or err�ploVees.. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release R�vised . : : . �g 2' ��a4199 _ � ' from the claimant involved, or (b) provides Owner with a letter from Contractor's liability insurance carrier that the claim has been referred to the insurance carrier. � The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor agairrst whom a claim for damages is outstanding as � a resuit of work performed under a City Contract. � ' ' ' , ' � , ' C.� ' ' ' I.�� p� � a �� O � � ,.rY._ ;��. � � . � SPECIAL CONDITIONS 0 � ,�,. J � � � � ■1 � !J � J •1 ■1 � ■I �I � J �l 1 T�� V~$7 �aV7Tl� VO7 \��07 \V y D-1 AWARD OF CONTRACT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . SC-3 D-2 SUBMISSION OF CONTRACT DOCUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . SC-3 D-3 GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-4 D-4 TAX EXEMPTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SG5 D-5 PROJECT DESIGNATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-6 D-6 EQUAL EMPLOYMENT PROVISIONS . . . . . . . . . . . . . . . . . . . . . �: . . . . . . . . . . SC-6 D-7 PRE-CONSTRUCTION CONFERENCE . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . SC-6 D-8 COORDINATION MEETINGS . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . SC-6 D-9 PROJECT ABANDONMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . SC-6 D-10 BREAKDOWN OF BID PROPOSAL . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . SC-6 D-11 INDEMNIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . .� . . . . . . . . . . . . SC-6 D-12 CONTRACTOR COMPLIANCE WITH WORKER'S �011�PENSATION LAW ... SC-6 D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE...SC-9 D-14 CALENDAR DAY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-10 D-15 SUBSIDIARY WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-11 D-16 WAGE RATES . . . . . . . . . . " . . . . . . . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . SC-11 D-17 �ASEMENTS"AND PERI�IITS' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . SC-12 D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT . . . . . . ; . . . SC-13 D-19 DAMAGE TO PRIVATE PROPERTY . . . . . . . . . . . . . . . . . . . . . . . . . . . .�. . . . SC-13 D-Z'0 SHOP DRAWINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-13 D-21 CROSSING OF EXISTING UTILITIES . . . . . . . . . .�.� . . . . . . . . . . . . . . . . . . . . . SC-14 D-22 FJCISTING UTILITIES AND IMPROVEM�NTS . . . . . . . . . . . . . . . . . . . . . . . . . SC-14 D-23 CONSTRUCTION TRAFFIC OVER PdPELINES . . . . . . . . . . . . . . . . . . . . . . . . SC-15 D-24 TRAFFIC CONTROL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-15 D-�5 PAYMENT ..................................................... SC-16 D-26 DELAYS ...................................................... SC-16 D-27 DETOURS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-`i6 D-28 BARRICADES AND WARNING SIGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-16 D-29 EXAMINATION OF SITE . . . . . . . . . . . . . . . . . . . .'. . . . . . . . . . . . . . . . . . . . . . SC-16 D-30 ZONING COMPLIANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-16 D-31 WATER FOR CONSTRUCTION . . . . . . . . . . . . . . ? . . . . . . . . . . . . . . . . . . . . . SC-16 D-32 WASTE MATERIAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-17 D-33 CLEANUP FOR FINAL ACCEPTANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-16 D-34 PROPERTY ACCESS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-16 .,y. D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK : . . . . . . . . . . SC-17 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES ......... SC-17 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLA�IMS . . . . . . . . . . . . . SC-18 D-38 SANITARY FACILITIES FOR WORKERS . . . . . . . .' . . . . . . . . . . . . . . . . . . . . . SC-19 D-39 LEGAL RELATIONS AND RESPONSIBILITIES TO`THE PUBLIC .......-. .. SC-19� D-40 RIGHT TO AUDIT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-'19 D-41 INCREASE OR DECREASE IN QUANTITIES . . . . . .. . . . . . . . . . . . . • • • • • • . • SC-19 D-42 CUTT'ING OF CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC=20 D-43 PROJECT DESIGNATIQN SIGN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-20 D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT . . . . . . . . . . . . . . SC-20 D-45 MISCELLANEOUS PLACEMENT OF MATERIAL . . . . . . . . . . . . . . . . . . . . . . . SG21 D-46 TYPE «C�, BACKFILL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SG21 D-47 CRUSHED LIMESTONE BACKFILL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-21 D-48 2:27 CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-21 D-49 TRENCH EXCAVATION, BACKFILL AND COMPACTION . . . . . . . . . . . . . . . . SC-21 D-50 PAVEMENT REPAIR (E2-19) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-23 � a��aiss � SG1 ��fi � - s��M�a�. �o��M��o�s� D-51 TRENCH SAFETY SYSTEM FaR �WATER DEPARTMENT PROJECTS ONLY SC-23 1 D-52 SANITARY SEWER MANHOLES s� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SG24 D-53 SANITARY SEWER SERVICES . . . . . . .":�} : . . . . . . . . . . . . . . . . . � . . . . . . SC-27 . D-54 NOT USED . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SG28 D-55 REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES ... SC-28 � D-56 DETECTABLE WARNING TAPES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-30 D-57 PIPE CLEANING . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . x . . . . . . . SC-30 , D-58 BARRICADES, WARNINGS AND FLAGMEN . . . . . . . . . . . . . . . . . . . . .� . . . . . SC-30' D-59 DISPOSAL OF SPOIUFILL MATE�IAL . . . . . . . . ; . -.�. : . r . . . . . • • . . . • • • . . SC-30 D-60 MECHANICS AN� MATERIALMEN'S LIEN . : . . . . . . . . . . . . . . . . . . . . . . . . . SC-31 �" D-61 .SUBSTITUTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-31 , D-62 PRECONSTRUCTION TELEVISI�N INSPECT�ON/SANITARY,SEWER,LINES SC-�1 D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES� . . . . . . :. . . . . =t . . . . SC-34�4�. � D-64 BYPASS PUMPING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .`. . . . SC-35`. D-65 POST-CONSTRUCTION TELEVI910N INSPECTION OF SANITARY SEWERS SC-35 � D-66 SAMPLES AND QUALITY CONTROL TESTING . . . . . . . . . . . . . ... . . .�. . . . . SC-37` D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONT�OL SC-38 D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES . . . . . . . . . . . . . . . . .. h . ,. . . . SC-39 � D-69 PROTECTION OF TREES, PLAN�'� AND SOIL . . . . . . . . . . . . . . .. . . . . .� . . . . SC-39� D-70 SITE RESTORATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-39 D-71 STANDARD PRODUCT LIST . . . . . . . . . . . . . . . . . . . � : . . . . . . . . . . . . . . SC-39 � . .. . . D-72 STATE REVO�VINC.-� FUND (SRF)°�EQUIREMEMTS . . . . .• . . . . . . . . . . . . . . . SG39 � D-73 TOPSOiL, SODDING AND SEEDI�G . . .':'. :": .` . . . . . . . . . ... . . . . . . . . . . . . . SC-39�� D-74 CONFINED SPACE ENTRY PROC''.'�,RAM . . . . . . . . . . . . . . . . . . . . . . .�. . r . . . . SC-45;,x D-75 SUBSTANTIAL COMPLETION IN5PECTION/FINAL INSPECTION . . . . . . ... . SC-4�'' D-76 EXCAVATION NEAR TREES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . SC-45 ; D-77 CONCRETE ENCASEMENT OF SEWER PIPE . . . . . . . . . . . . . . . . . . . . . . . . SC-46`" D-78 CLAY DAM ................. ........... .................... SC-46`� D-79 EXPLORATORY EXCAVATION (D�HOLE) . . . . . . . . . . . . . . . . . . . . .,,. . . . . . . SC-46A� D-80 INSTALLATION OF WATER FACILITIES . . . . . . . . . . . . . ... . . . . . . . . . . . .•A. . SC-47�� 80.1 POLYVINYAL (CHLORIDE PVC) WATER PIPE . . . . . . . . . . . . ; . . . . . . . . . . . SC-47 80.2 BLOCKING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-47 , 80.3 TYPE'OF CASING PIPE . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . SC-47�:` 80.4 TIE-INS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . .. . . . . . . . . . .. SC-48�� 80.5 CONNECTION OF EXISTING MAI�S . . . . . . . . .. . . . . . . . u . . . . . . . . . . . . �, . SC-48 80.6 VALVE CUT-INS . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . SC-48 80.7 WATER SERVICES . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-48 80.8 2-INCH TEMPORARY SERVICE LI�IE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SG50 ° 8Q.9 ADJUST MANHOLES AND VAULT36 (UTILITY CUT) . . r . . . . . . . . . . . . . . . . . SG51 ` 80.10 ADJUST WATER VALVE BOXES . . . . . . . . ... . . . . . . . . . . .� . . .:x�� . . . . . . �� . SG51 8Q.11 PURGING AND �STERILIZATION OF WAl'ER LINES . . . . ;,. . . �. . . . . . . . . . . SC-�1 " 80.12 WORK NEAR PRESSURE PLANE�BOUNDARIES . . . . . . . . . . . . . . . . . . . . . . SC-52 a 80.13 WATER SAMPLE STATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SG52 , .,. 80.14 DUCTILE IRON AND GRAY IRON.FITTINGS . . . . . . . . . . . . . . . : . . . . . . . . . . SC-52 ' D-81 SPRINKLING FOR DUST CONTR�L . . . . . ., . . . . . . : . . . . . . . . . . . . . . . . . . . . SC=53 ° D-82 DEWATERING ................................................. SG53 D-63 TRENCH EXCAVATION FOR DEEP TRENCHES . . . . . . . . . . . . . . . . . . . . . . SC-53:� D-84 TREE PRUNING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SC-5,3 " D-85 TREE REMOVAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SG54 � •x D-86 TEST HOLES . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . SG54 ,o��a�ss "5C-2 � PART D = SPE�M�4L �ON�MTIONS D FOR: MAIN 183 AND 333 DRAINAGE AREAS SANITARY . SEWER SYSTEM IMPROVEMENTS, PART 3, UNITS 1, 2& 3 FORT WORTH, TEXAS D DOE PROJECT NUMBEF�S - UNIT 1: 2093, UNIT �: 2581, UNI�T 3: 2650 SEWER PROJECT NO. PS46-070460410240 °�� D-1 AWARD OF CONTRACT: The City reserves the ri�ht to abandon without obligation to � the contractor, any part of the project, or the entire project, at any tim'� before the contractor begins any construction work authorized by the City. Award, if made, stiall be to the responsive low bidder. DThe following shall apply for contract documents"with multiple units of work. Each uriit represents a separate project, each with an individual M/WBE specification and proposal se�tion. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or D all of the uni�s. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If, a contractor is th ,e responsive low bidder ori two units or" more, a single set of contract documents consisting of all applicable units will be cre�,ted and one single award of contract �shall be made. The Contractor shatl comply with the City's M/WBE Ordinance on each unit. Bidders � shall submit individual and separate monthty M/WBE reports for each Unit included in the Contract. "� Con�truction time on all units will run concurrently. For situations involving approved contracts wiih !.� multiple units, the total allowable construction completion time period for all the units shall be the same as the unit with the longest constructiorl time period. � D-2 SUBMISSION OF CONTRACT DOCUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMITTALS: The contractor(s) shall execute and return the contract �documents to �he Department of Engineering within ten �10) �ivorking days after notification by the � City. � � A Pre-Construction meeting date will be established and noted, in the Letter to Contractor. The effective work order date will be set at the pre-construction conference. � The contractor(s) shall be requirecl to start construction on the project no later than ten (10) calendar working days after the pre-construction meeting date. The City shall begin to charge time on the project to the contrac#or eleven days after the pre-constructib�n meeting date. � Per City ,ordinance 11923, the contractor(s) sh�ll submit„the letters o� intent or a copy of t�e agreements with the approved M/WBE subcontractor(s) at or before the pre-construction conference. To ,�xpedite M/WBE compliance contractors a�e*strongly encouraged to submit the � executed letters of intent (with M/WBE subcontractors) at the��ime of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) mu'st be signed by both paities. If the contractor(s) fails to submit the letter(s) or agreement(s), the contractor(s) will not be allowed to �j begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated i..� above. ` � Additional submittals at time of pre-construction meeting sh��l include (but not limited to): � Contractors Work Plan and Schedule � Di�posal Site for Waste Material Information Sub-Contractor ldentification Trench Safety Design (if required) � o��s�s SC-3 � P�4Rfi D � SPE�M�A� CON�MTMOI�S Confined Space Entry Program Name and number of a �esponsible person for off hour emergencies Project schedule which must reflect a project completion da`te to be determined by the completion tim� period stipulated i� the proposal section. The pre-construction conference is intended as a forum befinreen the contractor and the appropriate City staff to go over the project in detail and to affbrd the contractor the opportunity to submit all the � required documents listed above. " 4� � � If the contractor fails to submit any of the requ�red documenis, the contractor will not be allowed to °� begin work and time on the project will start td�,accumulate. . � �.,,Y,��,�� D-3 GENERAL: The o,rder or precedence in case of conflicts or discrepancies befinreen yarious parts of the Contract Documents subject t� the ruling of the Engi�i�er shall generally, but not ne�essarily, follow the . guidelines listed below: ,, � P` Plans Contract Documents, Special Conditions The following Special Conditions shall be applicable fo this ,project and shall govem over any '' conflicts with the General Contract Documentsr�l.�nder the provisions stated above. The,Contractor �� shall be responsible for defects in this project due to faulty materials and workmanship, or both, for �, a period of one (1) year from date of final �cceptance of this project by the City Council of the City of Fort Worth and will rbe required to replace at his expense any part or all of this proje�ct which becomes defective due to these causes. ' The City reserves the right to abandon, without�obligation to the Contractor, any part of the project, „ or the entire project, at any time before the Co'ntractor begins anjr construction work authorized by ` the City. Contract, if awarded, shall be as described in "Award of ContracY' above. Subject to modifications as herein contained, the Fort Worth Water Department's General Contract � e Documents and General Specifications, with �l'atest revisions, are made a part of the General �� Contract Documehts for this project. The Plans; these Special Contract Documents and the rules, , regulations, requiremehts, instructions, drawings or details referred to by manufacturers name, or identification includ� therein as specifying, referring or implying produc�t control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be considered coopeTaiive; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished`,�n a faithful manner as though required by all. Any Contractor perForming anjr work on Fort Worth water or sanitary sewer. facilities must be pre- qualified with the Water Department to perForm ��ach work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. This contract and project, where applicable, ma,y also be governed by the two following published specifications, except as modifi�d by these Sp�cial Provisions: STANDARD SPECIFICATIONS FOR STREET AND STOR11�1 DRAIN CONSTRUCTION - CITY o��a�s S�-4 � Q�� VQ�V��1�. VO��0�5 OF FORT WORTH r � STQNDARD SPEGIFICATIONS FOR PUBLIC WORK�S CONSTRUCTION - NORTH CENTRAL TEXAS DA copy nf either of these specifications may be purchased• at the office of the Transportation and Public Works Director, 1000 Throckmorton Street, 2nd Floor, Municipal Buildir�g, Fort Worth, Texas � 76102. The specifications applicable to each pay'item are indicat�d by the call-out for th,e pay item by the designer. If not shown, then applicable published specifications in either of these documents may be followed at the discretion of the Contractor. General Pr�visions shall be those of the Fort � Worth document rather th�n Division 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion, segment or sheets from the D contract document at any time. Failure to bid or fully e�ecute contract without retaining contract documents intact may be grounds for designatingo�bids as "non-responsive" and rejecting bids or voiding contract as appropriate as determined by the City Engineer. � INTERPRETATION AND PREPARATION OF PROPOSAL: DELIVERY OF PROPOSAL: No proposal will be considered unfess it is delivered, accompanied by � its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bjdders". It is the Bidder's sole responsibility to deliver the proposal at the proper time to the proper place. The �mere fact that a proposal was � dispatched will not be considered. The Bidders must have the proposal actually delivered. Each proposal shall be in a sealed envelope plainly marked with the word "PROPOSAL", and the �name or desaription of the project as designated in the "Notice to Bidders". The envelope shall n �•be addressed.to the Purchasing Manager, City of Fort Wor�h Purchasing Division, PO Box �-s 17027, Fort Worth, Texas 76102. D WITHDRAWING PROPOSALS: Proposals actually filed with th,e Purchasing Manager�cannof be �withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made ir� writing, addressed to the City Manager, and filed with him prior to fhe � time set for the opening of proposals. After all proposals not requested for non-consideration are opened and publicly�read aloud, the proposals fo�whichMnon-consideration requests have been properly filed may, at the option of the Own�r be returned unopened. DTELEGRAPHIC• MODIFICATION OF PROPOSALS: Any bi�der may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such � xtelegrap�hic communication is r�ceived by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphjc communicatic�n over the signature of the bidder D was mailed prior to the proposal opening time. If such confirmation is not received within forty- eight (48) hours after the proposal opening tir�e, no further„eonsideration will be given to9the proposal. � D-4 TAX EXEMPTIONS: This contract i�s issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04 �F) of the Texas Limited Sales, Excise and Use Tax Act. � All equipment and materials not consum d by or incorporated into the project construction, are subject to State sales tax under House .Bi, I 11, enacted Augusi 15, 1991. All such taxes shall be included in the various amounts on the Pr�posal Form. The successful Bidder shall be required to �o��s�ss � SC-5 � 1 �1 \� � ~ �1 ��1�i ��1 \�1�10■ \� submit a breakdown befinreen labor and material costs prior to execution of the contract. , a D-5 PROJECT DESIGNATION:. Cons�ruction• urider these Special Documents shall �e perFormed under the Project Designation: project No. PS46-07046410260 - D-6 EQUAL EMPLOYMENT PROVISION,S: Contractorshall complywith City Ordinance Number 7278 as ameinded by City Ordinance Numb�r 7400,(Fort Worth City Code Sections 13-A-21 through 12-A-29) prohibiting discrimination in empl��+ment practices. The Contractor shall post fhe required notice to that effect on the project site, and at his request, will be provided assistance by the City of Foit Worth's Equal Employment Officer who will refer a�y qualified applicant he may have on file in hi� office to the Contractor. Appropriate notices may 15;e acquired fr'om the Equal Employmen� OfficeF. rq D-7 PRE-CONSTRUCTION CONFERE�ICE: Before the project work order is issued, a,pr�- construction conference shall be held with representatives of the following agencies�present: Cit� Engineering Department, City Water Departt%ent, City Public Works Department, other interest�d City Departments (such as Traffic), intere�ted utility companies (such as gas, telephone, an� electric), Design Engineer and the successful Contractor. Contracto'r shall submit a schedule of operations af the pre-construction conferenGe. D-8 COORDINAT�ON� MEETINGS: For �oordination purposes, weekly meetings at the job si�e may be required to maintai`n the project on tfie �esired schedule. The Contractor�shall be prese��t at all meetings. �t D-9� PROJECT ABAN�ONMENT: The City reserves th`e right to abandon, without obligation to the Contractor, any part of the project, or the e�ntire project, at any time befOre the Contractor begir�� any construction work authorized by the City. ' D-10 BREAKDOVNN �F BID PROPOSAL' �l1/hen reque'sted by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lur%p sum items. This information is foc use in the preparatiori of a� �ecommendation to the City for award of contract. D-11 IND�MNIFICATION: The Contractor agrees to fully ind2mnify and save whole and harmles`s the City, Owner and Engineer from all costs:�r damages arising out of any real or asserted claim or cause of action against it of any kind ore�haracter and in addition from any and all costs or damages arising out of any wrongs, injuries, demands or suits for damages, either real or asserted, claimed against it that may be occasioned b�any act, omission, neglect or misconduct of the said Contractor, his agents, servants and eri�ploy �es. 7Fie Cot�tractor further agr"ees to comply with a�l applicable laws, regulations, ordinances, buif'ding and construction codes of the City of Fort Worth and State of Texas and with any regulationsfor the protection of workers which may be promulgatec� by the Government and 'shall protect such wiSrk with all necessary lights, barriers, safeguards and warnings as are provided for in said specific�tions and in tlie �ordinances of said City. D-12 CONTRACTOR COMPLIANCE WITHg WORKER'S COMPENSATION LAW: Definitioris: Certification of Coverag�� ("certificate"). A copy of a certificat� of'insurance, a certificate t�f authority to self-insure issued by the��.commission, or a coverage agreement (TWCC-81�� TWCC-82, TWCC-83, or TWCC-84), �showing statutory�nrorkers' compensation insurance o��s�s S C-6 �i � P�Rfi D - SPE�I�L �Oi��M�TIONS coverage for the person's or entity's employees providing services orn a project, for the duration oi the project. Duration of the project - includes the time from the beginnin'g of the work on the project until the Dcontractor's/person's work on the project has been completed and accepted by the govemmental entity. � � � � Persons providing services on th� project �("subcontractor"�i�`§406.096)- includes all persons or entities performing all or part �f 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 �ompanies, motor carriers, owner operators, employees of any such entity, or employees of any entity which fumishes 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. B. The Contractor shall provide cover�ge, based on proper reporting of classification codes and � payroll a.tn.ounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the duration of the project. � � � � sJ �� C. The Contractor must provitle a certificate of coverage ta-the governmentaf entity prior to being awarded the contract. D. If the coverage period shown on the contractor's'current certificate of coverag� ends during the duration of the project, the contractor must, prior to the end of the coverage period, file a new certificate of coverage with the governmental entity showing that coverage has been extended. 5 E. The C�ontractor shall obtain from each person, providing services on a projeet, and provide the governmental °entity: � � 1. A certificate of coverage, prior to th"at �erson 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 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current �ertificate of coverage ends during the duration of the project. .� �.> F. The contractor shall retain all required certificates of coverage for the durati�n of the project and for one year thereafter. G. The contractor shall notify the governmental entity in w�iting by certified mail or personal delivery, within ten (10) days after the contractor knew o� should have known„ of any change that materially affects the provision of coverage of any person providing services on the project. �H. The contractor shall post on' each project site a�notice, in the text, form and manner prescribed ; by the Tekas Worker's Compen�ation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage � o��a�s SC-7 •1 P�4RT D - SPE�I�L �ONO1filONS .� � and report lack of coverage. The contractor shall contractually require each person with whom it contracts to provide services on a project, to: 1. Provide coverage, based on proper reporting on classification codes and payroll amounts and filing of any coverage agreement�; which meets the statutory requiremenfs of Texas � Labor Code, Section 401.011(44) for; al�',of its employees providing services on the project, " for the duration of the project; � 2. Provide to the Contractor,, prior to that ��rson beginning work on the project, a certificate of coverage showing that coyerage is bein�q provided for all employees of the person providing services on the project, for the duration�of the project; 3. Provide the,Contractor, prior to the end bf the cover,age 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 th�e project; 4. Obtain from each other person with wh,om it contracts, and provide tp the Co�tractor: a.) A certificate of coverage, prior to tt�e other person beginning work on the project; and b.) A new certificate of coverage showing extension of .coverage, prior to the end of the coverage- period, if, the coverage p�riod shown on the current certificate _of coverage .�nds during the duration of the proj�ct. 5. Retain all requi[ed certificates of cover�ge on file for the duration of the projec� and for, one year thereafter. . � � �. ��,. u, Notify the governmental entity in writing b� certified mail or personal delivery, within ten (10) days after-the person knew or should have known, of any change that materially affects the x provision of coverage of any person pr�viding services on the project; and 7. Contractually require each person wlt�h„whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates�pf coverage to be provided to the person forwhom they are providing services. 8. By signing this contract or providing or c using to be provided a �certificate of coverage, the contractor is representing to the govemr�ental entity that all employees of the contractorwho will provide services on the project will �e covered by worker's compensation coverage for the duration of the project, that the coverage will be based on proper repQrting of classification codes and payroll amount�, and that all coverage agreements will be filed with the appropriate insurance carrier or, in,the case of a self-insured, with the commission's Division of Self-Ir�surance Regulation. P�oviding false or misleading information may subject the contractor to administrative, crimina , civil penalties or other civil actions. 9. The contractor's failure to comply with any of these provisions is a breach of contract by the contr�ctor which entitles the governmerital entity to declare the contract void if the contractor ,, does not remedy the ,breach within te,� �iays after receipt of notice of breach from the governmental entity. - o��a�ss S�C=8 � '1 � i _I � ■1 J � il Q�ARfi D - SQ��1�4�. �ONDNfiMO�S The contractor shall post a notice on each project site informing,�ll 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 satisf� other posting requirements imposed by the Texas Worker's Compensation Act or bther Texas Worker's Compensation Commission rules. This notice"must be printed with a title in at least 30 point bold type and t�xt in at least 19 point normal type, and shall be in both English and Spanish and,any other I�nguage common to the worker population. 7"he text for the notices shall be "the following text, without any additional words or changes: "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person working on this "site or �roviding services related t�o this construction project must be covered by workers' compensation insurance. This includ�s `°�'� °�`'� persons providing, hauling, or delivering �quipment 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 Worke�'s Compensation Commission at (512)440-3789 to receive iriformation on the legal requirement for coverage, to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". � D-13 MINORITY AND WOMENS BUSINESS ENT�RPRISE (MMIBE) COMPLIANCE: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is inco'rporated in these specifications by refer�nce. A copy of the Ordinance may � be obtained from the, Office of the City Secretary�. Failure to comply with the ordinance shall be a material breach of contract. �` � � � ,I J �i The M/WBE UTILIZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicabl�, must be submitted within five (5) city busir�ess days after bid opening. Failure to comply shall render the bid non-responsive. - Upon request, contractor agrees to provide the City complete �nd accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actua`l work performed bq an MBE and/or WBE. The misrepresentation of acts (other than a negligent misrepresentation) and/or the commission of fraud by the Contractorwill be grounds for termination of the contract and/or initiating action under appropri�te federal, state, or Iocal laws or ordinances `relating to false statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in "the Contractor being determined to� ��t�e irresponsible and barred from participating in City work for a period of time of not less than'�hree` years. The City will consider the contractor's performance regarding its M%WBE program in the evaluation of bids. Failure to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall resul� in a bid being rendered non-responsive to specifications. .� Contractor shall provide copies of subcontracts or co-signed fetters of intent with approved M/WBE � subcontractors prior to issuance of the Notice�to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WB�E �office. � 0�,�9 Y sc_s �� P�ARfi D - SPE�M�A� �ON�IfiIO�S The Contractor may count first and second tier subcontractors and/or suppliers toward meeting the goals. The Contractor may count toward its goal a portion of xhe total dollar amount of the contra�� with °a joint venture equah to the percentage,of the M/WBE participation in the joint venture for a clearly defined por.tion of the work to be performed. All M/WBE contractors used in meeting th�, goals must be certified prior to the award o� the Contract. The M/WBE contractor(s) must be certified by either,the North Central TexasaRegional Certification Agency (NCTRCA) or Texa� Department of Transportation (TxDOT�, Highv�lay Division and must be located in the nirie (9) county markeiplace at time of�bid. The Contractor shall contact all such M/WB� subcontractors or suppliers prior to listing them on the M/WBE utilizationr or good faith effort forms as applicable. Failure to contact the listed M/WBE subcontractor or supplier prior to bid opening may result in the rejection of bid as non-responsive: p Whenever a change order affects the work of �n MrV1/BE subcontractor or supplier, the M/WBE shall� be given an opportunity to perform the work. Whenever a change order exceeds 10% of the o�iginal ` contract, the�M/WB� cqordinator shall deterrriine the goals applicable to the work to be performed� under the change order. , During the term of the contract the contract shall: Make no unjustified changes or deletions�in it's M/WBE participation commitments submitted with or subsequent to the bid, and, If substantial subcontracting and/or substantial s�pplier opportunities arise during the term oP'` the contract which the contractor had-�-epresented he would perform with his forces, the�` contractor�shall notify the City before sGbcontracts or purchase, orders are let, and shall be,� � required to comply with modifications, to goals as determined by the City, and , �` Submit a REQUEST FOR APPROVAL OF.�HANGE FORM, if the contractor desires to chfinge;� or•delete any of the M/WBE subcontractors or suppliers. Justification for change may be�, granted for the followingy Failur� of Subcontractor to provide earidence of, coverage by Worker's Compensation �' Insurance. Failure of Subcontractor to,provide rec��aired genera4liability of other insurance. Failure of Subcontractor to execute a�standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. Default by the M/VVBE subcontractor o� supplier in the,performance of the subcontractor. Within ten (10) days after final payment from the Ci�y, the contractor sfiall provide the M/WBE Office with documentation to �eflect final participation of each subcontractor and supplier used on.the project, inclusive c5� M/WBEs. ,a D-14 CALENDAR DAY: Delete paragraph Ca-1.24, in Part C=General Conditions, in its, entirety and substitute the following new paragraph: p C1-1.24 Calendar Dav: A Calendar da�;is any day of the week or month. The, Corltractor will not be allowed to work on Sundays i�r any holidays observed by the City of Fort Worth. o�r�a�ss . � SC-1.0 0 _ . _ Q��fi � - sQ��M�r. �o��firo�s D-15 'SUBSIDIARY WORK: Any �nd all work specifically gov�rned by documentary requirements D for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no specificitem •for bid has be�n 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 D in the Proposal for each bid item. Surface restoration, removal and replacement of f�ncing, an� cleanup are general items of work which fall in the category of subsidiary work. � D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort �Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern or� all work j"� performed by the Contractor or any Subcontractor on the site of the project covered by these �1 Contract Documents. In no event shall less than the following rates of wages be paid. (Attached) � C1TY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1995 � CLASSIFICATION RATE D Air Tool Operator Asphalt Raker � Asphalt Shoveler � Batching Plant Weigher Batterboard Setter Carpenter � Concrete Finisher (PAV) Concrete Finislier (STRS) Concrete Rubber Electrician � Flagger Form Builder (STRS) � � =J � � $7.554 $8.565 $8.255 $9.371 $8.920 $9.447 $9.34, 5 $9.058 $7.733 $12.761 $5.598 $8.717 CLASSIFICATION Form Liner Fdrm Setter (Pav & Curb) Form Setter (Structures) Laborer, Common L�borer-, Utility Mechanic Oiler Servicer Piledriver Pipelayer Blaster il D o�,�9 SC-11 RATE $8.913 $8.686 $8.427 $6.402 $7.4�1 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 � P�ART D = SP�q�M�AL �ON�MfiIO�IS CLASSIFICATION RATE POWER EQUIP�MENT°OPERATORS CLASSIFICATION RATE Aspfiait Distributor $8.404� Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908 Bulldozer, 150 HP or Less� $8.703 Bulldozer, Over 150 HP $9.160 Concrete Paving Curing Mach$8.213 Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8.500 Concrete Paving Joint Mach. $9.042 Concrete Paving Joint Sealer$7.350 Concrete Paving Float $7.875 Concrete Paving Saw $9.290 Concrete Paving Spreader $9.750 Slipform Machine $9.000 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (Less than 1 %2 cy) $9.513 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1 %Z cy & Qver)_ _ $10.517 Crushing or Scrng Plt Opr. $9.500 Elevating Grader Foundation Drill Oper. (Crawler Mounted) $10.000 Foundation Drill Operator (Truck Mounted) $11.138 Foundation Drill Opr Helper Front Ent Loader (2 '/2 CY or Less) $8.823 Front Ent Loader (Over 2 %Z CY) $9.311 Hoist (Double Drum & Less) $8.917 Milling Machine Operator $6.650 Mixer (Over 16 CF) $9.000 Mixer (16 CF & Less) $7.913 Mixer - Concrete Paving $9.500 Motor Grader Operator �-(Fine Grade) $10.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 Posthole Driller Operator, $9.000 Rpller, Steel Wheel (Plant-Mix Pavements) $8.339 � Roller, Steel Wheel (Flatwheel or Tarnping) $7.963 Roller, Pneumatic Self-Pro $7.403 Scraper - 17 CY & Less $8.138 Scraper - Over 17 CY $8.205 Side Boom $7•793 Tractor - Crawler Type (150 HP & Less) $8.448 Tractor - Crawler Type (Over 150 HP) $8.873 Tractor - Pneumatic $7.735 Traveling Mixer � $7.615 Trenching Machine - Light $8.188 Trenching Machine - Heavy $12.498 Wagon-Drill, Boring Machine $9.000 Reinforcing Steel Setter (Paving) $9 21�$ Reinforcing Steel Setter (Structural) $11.548 Steel Worker - Structural $16.300 Sign Erector $11.436 Spreader Box Operator $6.988 Barricade Servicer Zone Wk. $6.402 Mounted Sign Installer (Permanent Ground) $6.402 Truck Driver - Single Axle (Light) $7.465 Truck Driver - Single Axle (Heavy) $8.�067 Truck Driver - Tandem Axle (Semi-Trailer) $7.816 Truck Driver - Lowboy/Float $9.653 Truck Driver - Transit Mix $7.507 Truck Driver - Winch $8.200 Vibrator Operator $7.000 Welder $10.459 �; � ip D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain temporary construction, right-of-entry agreements, and/or�permits to perform work on private property. The City has attempted to obtain the temporar� construction and/or right-of-entry agreements for properties where construction activity is neces�ary on City owned facilities, such as sewer lines or ;; manholes. For locations where the City was unable to obtain the easement or right-of-entry, it shall ' o��a�s � SC-12 � P�� o�v��o�s � �;-� be the Contractor's responsibility to obtain the agreement ptior to beginning work on subject � property., This shall be subsidiary to the contract. The agreements which the City has obtained are available to the Contractor for review by contacting the plans desk at the Department of Engineering, City of �ort Worth. Also, it shall be the responsibility"bf the Contractor to obtain written � permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contract Documents. The Contractdr's attention is directed to the agreement terms � along with any special conditions that may have been imposed on these agreements, by the property owners. � J The easements and/or private property shall be cleaned up after�use and restored to its original condition or better. In event ad2Jitional work room is required by the�Contractor, it shall be the Contractor's responsibility to obtain written permission from the �roperty owners involved for the use of additional prope`rty required. No additional payment virill f�e allowed for this item. . � The City has obtaineti the riecessary documentation for railroad��nd/or highway permits required � for ,construction of this project. The Contractoi- shall be re�ponsible for complying with all provisions of such permits and shall pay any and all costs associated with the permit(s). It is the Contractor's responsibility to provide the required flagmen and/or provide payment to the appropriate ^� railroad/agency for all flagmen;during construction in railroad/age�icy right-of-way. Any and all costs J associated with complianc� with permits(s) including payment for flagmen shall be subsidiary tb the project price. No additional payment will be allowed for this item. � � � � � � �] � � � D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction of this projecX, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best °times for deactivating and activating those lines. " D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall�mme�iately repair or replace any damage to private property, `including� but not limited to fences,.walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay iterri. D-20 SI-IOP DRAWINGS`: Shop drawings shall be submitted by the �ontractor to the Construction Engineer, for all equipment and materials for this project. �on�ractor shall submit seven (7) copies of shop drawings, layouts, manufacture�'s data and material schedules as may be required by the Engineer for his review. Such review by the Engineer shall include checking for general conformance with the design concept of the projecY and general compliance with information given in the General Contract Documents. Indic�ted action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation fror� tiie plans and specifications unless such d�viations are specifically identified by the method described below, and further shall not relieve the Contractor of responsibility for errors or omissions in the s�ibmitted data. Processed shop drawing submittal are not change orde`rs. The purpose of submittals, by the Contractor, is to demonstrate that the Co�tractor understands the design concept, and that he demonstrates his understanding by indicating which equipment and mat�rials he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts befinreen submittals and the design drawings and/or specifications are discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be responsible for all dimensions which are to be coniirmed and coRelated at the job site, fabrication processes and techniques of construction, c�ordination of his work with that of o��s�s SC-13 � PARfi D � SP��I�A� �OI�DI�IONS other trades and satisfactory performance o� his work. The Contractor shall check and verify all measurements and review submittals prior,;�to being submitted, and sign or initial a statemeri� included with the submittal, which signifies` compliance with the plans and specifications an� dimensions suitable fortherapplication. Any c�eviation from the specified criteria shall be expressl�i stated in�writing jn the s�bmittal. Shop drawings shall be submi��ed for the fo�lowing items prior to installation: All pipe, Reinforced steel fabrication for structures Cast Iron structural appurtenances Shop drawings must be approved by the En�ineer prior to the start of work. D-21 CROS�ING OF EXISTING UTILITIES:` Where a proposed water line crosses over a sanitar'jr sewer or sanitary sewer service line and/or �roposed sewer line crosses over a water line and th� clear vertical distance is less than 9 feet barre�to barrel, the sanitary sewer,or sanitary sewer service line shall be ,made water tight or be cons ucted of ductile iron pipe. The required length o�f replacement shall be determined by the E�i�gineer. The material for sanitary sewer mains an� sanit�ry sewer laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. �The materi�l for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping�. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Payment for work such as backfill, fittings, ti�-ins and all other associated appurtenances required, shall be included in the linear foot price,,of the appropriate bid item. , D-22 EXISTING UTILITIES AND IMPROV��MEN'TS: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no resp,onsibility for failure to show any or all of these structures on the Plans, or to show them in �their exact location. It�is mutuallyagreed that such failure shall not b,e considered sufficient �asis for claims for additional compensation for extra work or for increasin� 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 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 utilitie�'and structures both above and below ground durin� construction. The Contractor is liable for„all �amages done to such existing facilities as a result Q�f his operations and any and all cost incurred �or the protectlon and/or temporary relocation'of such facilities shall be included in the cost bid per linear foot of pipe installed. NO ADDITIONA� COMPENSATION WILL BE ALLOWED. � Where existing utilities or service �ines are c�t, broken or damaged the Contractor shall replace o� repair the utilities or service lines with the sa�ie type of original material and construction, or better�, unless otherwise shown or noted on the plar��s, at his own cost and expense. The Contractor shall immediately notify the Owner of the dama�ed utility or servic� line. He shall coopetate with th°� Owners of all utiliti�,s to locate existing under��ound facilities and,notify the'Engineer,of any conflicfs in grades and alignment. ' Any.and all permanent structures such as parking lot surface, fencing, and like'structures shall b'e replaced at no cost to the City by material of,equal value and quality as that damaged. o��8�s SC-14 �� P�ART D = SPE��AL �OI�D��IONS In case it is necessary to change or move the property bf 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 resenred to the owner of public utilities to enter upon the limits of the projeet for the"purpose of making such 1 changes or repairs of their property that may be made necessary by performance of this contract. The utility lines and conduits shown on the plans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, locatioh, and depth; they are sl�own on the plans as the best information available at the time of desigri, from the owners of the utilities involved and from evidences found on the ground. " � D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It isiapparent that certain construction vehicles could exceed the load bearing capacity of the pipe under shallow bury conditions'. It will be the responsibility of the Contractor to protect both the new line and the existing lines from these D possibly excessive loads. The Contractor shall not, at �ny time,�cross the existing or new pipe with a�truck delivering new pipe to the site. Anv damaqe to the existing or new pipe will be repaired or replaced by the Contractor, at the ContractoPs expense, to the+satisfaction of the City. �I �I � J J � � � � � � In locations where it is not permissible to cross the existing oi-�roposed pipes with°out additional protection the Contractor may elect to provide additional protection c�f the pipes so that more frequent crossings of the pipes are allowed. It still is, however, the respon�ibility of the Contractor to repair any damage to the existing or proposed lines,`if the damage results from' any phase of his construction operation. � D-24 TRAFFIC CONTROL: The Cont�actor shall be responsible for providing traffic �ontrol during the construction of this project consistent with the provision se�`forth�n tl�e "1980 Texas'Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codi�ied as Article 6701 d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and`�31. In addition, the Contractbr shall comply with City of Fort Worth,, Texas, February 1979, Traffic Control Handbook f�or Construction and Maintenance Work Areas. The �dntractor will not remOve any regulatory sign, instructiondl sign, street name sign or other sign which has been erected by �he City. If it is determined that� a sign must be removed� to permit required construction, the Contractor shall contact the Transportation/Public Works Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must•replace the permanent sign with a temporary sign meeting the requirements of the above-referenced manual and such tem�orary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the per.manent sign shall be�left in place until the temporary sign requirements are met. When �onstruction work is completed �o the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is completed. The Contractor shall fumish barricades, flares, etc., for the protection of the public and the work. , The cost of the traffic control shall be included in the price bid for pipe complete in place as bid in the Proposal, and no other compensation will be �Ilowed. The Contractor shall furnish a traffic control plan to the City at the pre-construction-meeting. The �05/18/B9 S�-15 � P�Rfi D � SP��M�M� �ON�IfiIONS� cost for traffic control shall ,be subsidi�ry to the unit prices for this project. D-25 PAI�MENT: Payment for all work and° material involved in salvaging, abandoning, and/or , removing of existing facilities shall be includ�d in the linear foot bid price of the pipe e�cept as,'° ,follows: Separate payment will be made for remov� of all fire hydrants, gate valves 16-inch and larger, ;� and sanitary�sewer manholes regardless of location. ;► Payment will be m�de for salvaging, abandoning, and/or removing of all other existing facilities � when said facility is not being replace�•in the,same trench, i.e., when removal requires a•a separate trenching operation. , D-26 DELAYS: The .Contractor shall receiv� no compensat�on for delays or hindrances to the work, except when direct and unavoidable ex�-�a cost to the Contractor is caused by the failure of the City to provide information or material, if ar��r, which is to be furnished by the City. When such e� extra compensation is claimed, a written statement thereof �hall be presented by the Contractor to the Engineer, and if by hirn found correct, shall,be approved and referred by him to the Council for ;, final�approval or disapproval; and,the �ction thereon by the Council shall be final arrd binding. If ' delay is caused by specific ocders given by the' Engineers to stop work, or by the performance of �� extra work,�or by the failure of the Gity to provide material or necessary instructions for carrying on # the work, then such delay will entitle the Cbntractor to an equivalent extension of time, his, R application for which shall, however, be subje�t to the approval of the City Council; and no such extension of time shall release•the Contractor or the surety on his performance bond from all his obligations hereunder which�shall remain in.full�force until the discharge of the contract. D-27 DETOURS: The Contractor 'shall pro��cute his work in such. a manr�er�s. to create a',� minimum of interruption to traff,ic and pedegtriar� facilities and to the flow of vehicular and pedestrian � traffic within the• project area. , D-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall conform .to the Standard Specifications "Barriers and V1(�rning and/or Detour Signs," Item 524 f and/or as d shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1",or la�est edition there of. D-29� EXAMINATION OF SITE: It shall be thearesponsibility of the prospective bidder to visit the project site and make such examinations and �9cplorations as may be necessary to determine all conditions which may affect construction of thi� project. Particular attenti�n should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper cohsideration should be given to these details du�ing the preparation of the Proposal and all unusual conditions which may give rise to later contingeniaies S�hould be brought to the,attentionxof the Owner prior to the submission of the Propasal. D-30 ZONING COMPLIANCE: During the conS;truction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage p�rposes. , D-31 WATER FOR CONSTRUCTION: Water f,or construction will be furnished by the Contractor at his own expense. o��a�s � SC-16 i � `I � � I � � � � � J � � � � _ � � P�ARfi D - SPE��AL �ON�I�TIOt�S D-32 WASTE MATERIAL: All waste material shall become the property �nf the Contractor an�d shall be disposed of by the Contractor at locations ap�3roved by the Engineer. All material shall be � disposed of in such a manner as to present a neat appearance and to �ot�obstruct proper drainage or tc�' cause injury to str"eet improvements or to abutting property. � D-33 CLEANUP FOR FINAL ACCEPTANCE: Final cleanup w�rk shall be done for this�project as soon as all construction lias been completed. No more� th�n seven days shall elapse after completion of construction before the roadway, right-of-way, dr easement is cleaned up to the. satisfaction of the Engineer. The Contractor shall' make a final cleanup of all parts of the work before acceptance by the City of Fort Worth �ot its representative. This cleanup shall include removal of all objectionable rocks, pieces of asphalt or concr�te and other construction materials, and in general preparing the site of the wock in an orde'rly manner and appearance. Final acceptance of the completed projec� work sfiall be given by th� •City of Fort Worth Department of Engineering. • D-34 PROPERTY ACCESS: Access to adjacent prbpeRy shall �be maintained at all tim�s ranles-�s otherwise directe� by the Engineer. � D-35 CONSTRUCTION SCHEDULE AND SEQU�NCING O� WORK: �Prior to executing the Contract, it shall be the �esponsibility of the Contractorto fumish�a schedule outlining the anticipated time for each phase of construction with starting and 'completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES' The following procedures will be followed regarding the subject item on this contract: � A yvaming sign not less than five inches by seven inche`s, �iainted yellow with black letters that' are legible att twelve feet shall be placed inside and outside vehicles s�ch as cranes, derricks, power shovels, drilling rigs, pile drivers, hoistin� equipment or similar apparatus�. The waming sign shall read as follows: "WARNING -�UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE LINES." Equipmen`t that may be operated within ten feet of high �oltage lines shall have�insulating cage- type of guard about theYboom or arm, except back hoe`s or dippers, and insulatot links on the lift hook connections. When necessary to wprk within six feet of high voltage electnc lines, notification shall be given the power company (Texas Utility Electric) who will ereci��empdrary mechanical barriers, de- energize the lines, or raise or lower the lines. The work done by the power company shall not be at the experase.of th� City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Elect�ic, and stiall record action taken in each case. � The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocati�n or raising of high voltage lines" at the Contractor's sole cost and expense. � No person's�iall work within six feet of � high voltage line without protection having been taken as outlined in Paragraph (3). � � � 05/18�J9 SC-� 7 �J Q��RT D � SPE��I�AL �4t��Ifi�O�S D-37 CONTRACTOR'S RESPONSIBILITY�.�FOR DAMAGE CLAIMS: The Contractor covenants and agrees to indemnify, hold harmle�s and �jefend the City, and their officers, agents servants or employees, and/or owners of the units and lo�t abutting th� units in this contract from and againsf any and all claims for damages or injuries, in;�luding death, to any and all persons or property, of whatsoever kind of character, whether real o'r asserted, arising out of or incident to the services„ relating to the project to be �perFormed by��said Contractor, its officers, agents, servants or employees, under the terms and, conditions qf this Contract, wh�ther or not caused by negligencg on the part of the City, or their officers, agen�s, servants or,employees; and said Contractor doe�; hereby covenant and agree to assume all liabil�ty and responsibility of City for injuries, claims or suits� for damages to any and all persons or property, of whatsoever kind or character, occurring durin� the term of this agreement and arising out of or by reason of service, covenants or agreementsa performed by said Contractor, its officers, a�ents, servants or employees. Contractor likewise covenants and agrees to, and doe.s hereby, indemnify and hold harmless the, City'from and agains�� any and all injuries or damages to property o�'City during the performance of any of the terms and conditions of this Contract, whether arising o�t of or in connection with or resulting from any and al�; acts or omissions of the City, their officers, ager�ts, servants, or employees, or caused by negligence; on the part of City, or their officers, agents, se�vants employees and/or owners of the units and lots: abutting the units in this contract. � In�the event a�written claim for damages ag�i�nst.the Contractor remains unsettled at the time all work on the project has been completed to tlie satisfaction of the Director for the Department o�� Engineering, as evidenced by a final inspe�tion, final payment to the Contractor shall not b�; recommended by the Director of Department,bf Engineering for a period of 30 days after the dat�� of such final inspection, unless the Contracfor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained,from the claimant involvedr ° Although the claim concerned remains unsett�ed as of the expiration of the above 30-day period,;;� the Contractor may be deemed to be entitled to a semi-final payment for work completed, such; semi-finai payment to be in an amount equal to the total dollar amount then due°less the dollar value of any written claims pending ag�inst t�ie Con"tractor arising out of the performance of such work, and such semi-final payment may then be reCommended by the Director. The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period,of six mon hs following the date of the acceptance for the work performed unless the Contractor submits evid�nce in writing satisfactory to the Director that: The claim has been settled and a release.has been obtained from the claimant invofved, or �ood faith efforts have been made to sett�� such outstanding class� and such good faith efforts have failed. If condition (1). above is met at any„#ime within,the six-month period, the Direc�or shall recommend�� that the final payment to the Contractor be m�de. If condition (2) above is met at any time within the six-month period, the Director may recommend that the final payment to the Contractor be made. At,tne expiration of the six-month peri�d, the Director may recommend that final payment be made if alLother work has been perforr�edpand all Qther obligation of the Contractor have been" met to the satisfaction of the Director. The Director may, if he deems it appropriat�, refuse to accep,t bids on other Department of Engineering contract work from a Contractor ��ainst whom a claim for damages is outstanding as o��s�ss SC-18 !J � Q�1�� SQ��M�� Ci��s a result of work performed under a City contract or un�er a developer-let contract for City of Fort Worth street and/or storm drainage facilities. D-38 SANITARY FACILITIES FOR WORKERS:' The Contractor shall provide alf necessary � sanitary conveniences for the use of workers at the project site. Specific attention is directed to this requirement. � � � � � � � J � .--, J D-39 4EGAL RELATIONS AND RESPONSIBILITIES TO T�IE PUBLIC: The'Coritractor's particular attention is directed to the requirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of �the Fort Worth General Conditic�rss. D-40 RIGHT TO AUDIT: Contractor agrees that the City.shall, until the expiration of three (3) years after final payment under this contract have access to and the rig�t to examine and, photocopy any directly pertinent books, documents, papers and records of the Contractor involving transaction's relating to this contract. Contractor agrees that the City shall have access�uring normal working hours to all necessary Contractor facilities and shall be provided adequ te and appropriate work space in order to conduct audits in compliance with the p�ovisions of this section. The City shall give Contractor reasonable advance notice of intended audits. Contractor further agrees to in,clude in all iis subcontracts hereunder a pro�sion to the effect that the,.subcontractor agrees that the City shall, under the expi�a�ion of three (3) years after final payment under the subcontract, have access to and the rig�it to ex�mine 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 subcontractorfacilities, and shall be provided adeqiaate`and ap�ropriate work space, in order to conduct audits in compliance with the provisions of this article together with subsection (c) hereof. City shall give subcor�tractor reasonable advance notice of intended audits. Contractor and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of copies as follows: copies and under - 10 cents per page more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown, in the proposal are i j approximate. It is the `Contractor's sole responsibility to verify all pay item quantities prior to �„�� submitting a �id. il J �� When xhe quantity of the work to be done or materials to be fumished �der any pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, t�hen either party to the contract, upon demand�, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. When the quantity of the work to be done or materials to be furnished under any pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall.be entitled to negotiate for revised consideration on the portion of work below 75% of the qu„�ntity stated in the contract. This osi�a�ss SC-19 � Q�,�� - �Q�� o��-r�o�s paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. ' A� A� In the event Owner and Contractor are unable to agree on a negotiated price, Owner and Contrac�or agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Cont�actor and Director of Department of Engineering ar�d Contractor and Director of Department of Engineering and approved by the City Cou"ncil after sa�d work is completed, subject to all other con�itions of the contract. As used herein, field cost of t�ie work will include the cost of all workmen,.`foremen, time keepers, mechanics and laborers; �11 materials, supplies,�tnacks, equipment renta�for such time as,.,actually used on such work only, plus all power, fuel, lubricants, water and similar.soperating expenses; and a ratable portion of premiurfis on performance and payment bonds, public liability, Workers Compensation and all other insuran�e required by law or by ordinance. The Direc�or of Department of Engjneering will direct the form, in which the accounts of actual field cost will be kept and will recommend in writing the method Of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contractor'and not as an agent or employee of the City. Tlie 15% of the actual field cost to be paid to the C�ntractor shall cover and compensate him for profit, overhead, general supervision and field offi�e expense, and all other elements of cost and expen�� not embraced within the actual field cost a�eherein specified. Upon request, the Contractor shall provide the Director of Department of Eng'ineering access to all accounts, bills and vouchers relating thereto. � . D-42 CUTTII�G OF CONCRETE: When e,xisting concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiar�i to the unit cost o# the respective item. ' r D-43 PROJECT DESIGNATION SIGN: Pr�ject signs are required at all locations. It shall be Yn accordance with the attached Figure 30 (dat�d 9-18-96). The signs'may be mounted on skids or posts. The exact locations and methods of rr��unting shall be approved by the Engineer. In additior� to the 4' x 8' project sign�, proje,�t signs shall be attached to barricades used-where manhole rehabilitation or replacement�is being conduct�d. Signs suspended from bar,ricading shall be placed in such a way that signs do not interfere �nrith reflective paint or cbloring on the barricade�'.' Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in siz�. The information box shall have the following information: . � For Questions on this Project Call: (817)871-8306 M-F 7:30 am to 4:30 p.m. ,t or (817)871-8300`Nights and Weekends 0 Any and, all cost for the required materials, I�bor, and equipment necessary for the fumishing o�, Project Signs shall be considered,as a subsid��ry cost of the project and no additiorral compensatiori� will be allowed. ` D-44 CONCRETE �IDEWALK AND DRIV�WAY REPLACEMENT: At locations in �he project� where mains are required to be placed under gxisting sidewalks and/or driveways, such sidewalks; and/or driveways shall be completely repl��ced for the full existing width, between existing � construction or expansion joints with 3000 ps��concrete with reinforcing steel on a sand cushion iK� accordance with City of Fort Worth Tr�nspo�tation/Public Works Department Standard h Specifications for Construction, Item 504. ' At locations where mains are required to be �faced under existing curb and gutter, such curb and'" o��a�s �SC-20 � P�ARfi � - SPE�I�L �ONDIfiIONS gutter shall be replaced to match ��jr�e and geometry of the ,removed curk� and gutter shall �e !� installed in accordance witfi City of Fort Worth Public Works Department Staridard Specification for u Construction, Item 502. " �^ � Payment for cutting, backfill, concrete, forming materials and'all other associated appu�tenances required, shall be included in the square,yard price of the bid ite�n fot concrete sidewalk or driveway repair. � �1 � � � � �� D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated undervarious bid items in the Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, dep`en�ing on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measul�ed to the nearest one-tenth ulnit. Payment for miscellar�eous placement bf materi� shall be in accordance with the General Contract Documents regardle�s of the actual amount used for the project. � D-46 TYP�;"C" BACKFILL: Ex�avated material used for Ty�e "C" backfill must be mechanically compacted unless the Contractor can fumish the Engineer with'satisfactory eVidence the P.I. of the excavated m�terial is less then 8.* Such evidence shall be a test report from an independent testing laboratory' and must include representative samples of soils� in all involvetl areas,- with a map showing the loc�tion and depth of the various test holes. s If excavated material is obviously granular in nature, containing little or no plastic•material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11� �'rench Backfill.** � * Revised 3/20/81 *" Revised 4/20/81 D-47 CRUSHED LIMESTONE BACKFILL: Where speci��d on the plans or directed by the � Engineer, Crushed Limestone shall be used for trench backfjll on this project. The material shall conform to Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division � Item 208.3 - Materials Sources. Trench backfill and � compaction shall meet the requirements of E2-2 Excavation and Backfill, Construction Specifications, General Contract Documents. �� ,J � J � Payment for crushed limestone backfill in place shall be made at the unit price bid in the Proposal multiplied by the quan�ity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, General Cont�act Documents. D-48 2:27 CONCRETE: Transportation and Public Wo�ks Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete",� the consistent interpretation of the Transportation and Public Works Department is that this ratioaspecifies finro (2) sacks of cement per cubic yard of concrete. � D-49 TRENCH EXCAVATION, BACKFILL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways, grave! surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of'the General Contract Documents�and Specifications exceptas specified herein. o��a�ss S G2'I sJ 7 �7 \� � ~ �7 �ll�� 7 \��07 \� TRENGH EXCAVATION: In accordance witP`1 Section E2-2 Excavation and �ackfill, if the statecY maximum trench widths are exceeded, eitl�;er through accident or otherwise, and if the Engineer",� determines that the design loading of the p�pe will be exceeded, the Contractor will be required to support the pipe with an improved tren�h bottom. The expense of such remedial measures shall be entirely the �ontractor's{own. All t�enching operations shall be confined to the width o�°' permanent rights-of-way, permanent eas�ments, and any temporary constructio,n easements".� All excavation shall be in strict compliance with the Trench Safety Systems Special Condition` of this document. TRENCH BACKFILL: Trenches which lie outs44le of existing or future pavement shall be backfilled�, above the top of the embedment raiaterial�with Type "C" backfill material. Excav�ted material�; used fo� Type "C" backfill must be mechan�cally compacted unless the Contra�tor can fumish ` the Engineer with satisfactory evidence tliat the P.I. of the excavated material is.less than 8. Such evidence shall be a test report from �n independent testing laboratory and must include � representative samples of soils in all involved areas, with a map showing the location and depth t� of the various test holes. If excavated ma� rial is obviously granular in nature, containing "little � pr no `plastic material, the Engineer may waive the test re�ort requirement. See E1-2.3, Type . "C" or "D" Backfill, and E2-2.11 Trench B�ckfill for additional requirements. When ?'ype "C" .backfill material is not suitable, at the direGfion of the Engineer, Type "B" backfill r�aterial shall be used. In general, all backfill material �for'trenches in existing paved streets shall be in a� 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 free of thin or elongated �, pieces, lumps of clay, soil, Ioam or vegetab,le matter and shall meet the following gradation: Size Sieve % Retained #4 0-5 #16 0-20 #50 0-50 fl #1�00 60=95 #200 90=100 (P.I. = 8 or less) TRENCH COMPACTION: All trench backfill sf��ll be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future paverraents shall be compacted .to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) �iy means of tamping only. Trenches which lie under existing or future ��avement shall be backfilled per Figure A with 95°l0 Standard Proctor Density by jetting, mechanical tamping, or a combination of inethods. Backfill. material to be mechanically tamped must be�vithin +-4% of its.optimum moisture content. The top two (2) feet of sewer line trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipment tires, provided�'it is placed in lifts appropriate to the material being used and the operation can be perFormed without damage to the installed pipe. The City, at its own expense, will perform tr�nch'compaction tests perA.S.T.M. standards on all trench backfill. Anq ret�sting required as�;a resul� 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 o��s�ss • . . - °S�-2� ... � �� - sQ��M��. �o��r=r�or�� commercial rates as �determined tsy the City. These soil density tests shall be performed, at finro � (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. �MEASUREMENT AND PAY`MENT: All materiaP, includirrg any and all Type "B" backfill, and labor � costs of excavation and backfill will be included in the price bid per linear foot•of wat�r and sewer pipe. � D-50 PAV�MENT REPAIR (E2-19�: The unit price bid unc�er 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 det�iled in the Public Works Department typical sections � for Pavement and Trench Repair for Utility Cuts, Figures 1 thr�ugh 5. � All required paving cuts shall be made with a coincrete saw in a�rue and straight line oi� 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 requir�d materials as shown on paving details, compacted and level with the finished street surface. This frnished grade °shall be � maintained in a serviceabf'e con�dition until the paving has been r�placed. All residential driveways shall be accessible at night and over weekends. J � ._, ��r It has been determined by the Transportation ar�d Public Works Department that the strip of existing HMAC pavement befinreen the existing gutter •an�i the edge of,�the trench pavement repair will not hold up if such strip of existing pavement is finro (2) feet or les� in width. Therefore, at the locations in the project where the tret�ch Wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches outside the trench wall nearest the center of the street to the gutter line. � The pavement shall be replaced�within a maximum of five (5) working days, providing job placerrtent 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 possibleR date. �I � � � � �J � A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance Nd. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being d�orie under a Performance Bond and inspected by the Department of Engineering. D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers �from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. Th�e design for the trench safety shall b� signed and sealed by a Registered Professional Engineer licensed in Tex�s. o��a�s SC-23 � J P�1�fi D � SQE��A� CONDMfiIONS STANDARDS: The latest version of the U.S. D�partment of Labor, Qccupational Safety and Health °° Administration Standards, 29 CFR Part 192�, Sub-Part P- Excavations, are hereby made a part a' of this specification and shall be the mirnrrium governing requirements for trench safety. � DEFINITIONS: TRENCHES - A trench is referred to as a°narrow excavation made below the surface of the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (� 5) feet. " BENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually wit�i vertical or near-vertical surfaces befinreen levels. SLOP�ING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. SHIELD SYS�TEM - 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 impQsed on it by a cave-in and protect wArkers withi� the structure. Shields can be permanent structures FN or can be designed to be portableTand move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. SHORING SYSTEM - Shoring means a stru,cture such as a metal hydraulic, mechanical or timer system that supports the sides of a�r�r�ch and which is designed to prevent cave-ins. Shoring systems are generally comprise�i of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or sheetin�. � MEASUREMENT - Trench depth is the vertica��neasurement from the top of the existing ground to = the bottom of the pipe or structures. The puantity of trench safety systems sh�ll be based on the linear foot amount of trench depth greater than five (5) feet. i " PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, , equipment and incidentals necessary for th� installation and removal of trench safetjr systems. � .� D-52 SANITARY SEWER MANHOLES: GENERAL: The installation, replacement, and/or rehabilitation of sanitary sewer manholes will be , required as shown on the plans, and/or as' described in these Special Contract Documents in � addition to those located in the field and identified by the Engineer. All manholes shall be in accordance with sections E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and , E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, o:� unless amended or superseded by requirements of this Special Condition. CONCRETE COLLARS: Concrete collars will be required on all manholes specified as per Figure 121. ,_ WATERTIGHT MANHOLE INSERTS: W��ertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts,�hall be constructed in accordance with Fort Worth Water Department Standard E100-4 �nd shall be fitted and installed according to the manufacturer's recom�nendations. Stainless Steel manhole inserts shall be required for all � o��s�ss , yS.C=�4 � � � � � � i] J � � � P�ART � = SPE�M�AL CON�Ii`IONS pipe diameters 18" and greater. LIFT HOLES: All lift holes shall be plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the manhole with Ram-Nek or �n approved equal sealant. The lift hole shall be, sealed on the ins4de of the manhole with, quick setting cement gyrout. � ,FINAL RIM ELEVATIONS: Manhole rims in parkways, IawnS 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�niform slope from the top of manhole casting for not less than three (3), feet each direction to existing finish grac�e di the ground. The grade of all surfaces shall be checked` for proper slope and gracre by string linirlg the entire area regarded r7ear the manhole. , . (Vlanholes in �open fields, unimproved land, or drainagr�� courses shall be� at an elevation shown on the drawings or minimum of 6 inches above grade. MANHOLE COV.ERS: All lids shall have pick slots in lieu of pick holes. Manhble frames and �covers shall be McKinley, Type N, with indented top desi�n, or equal, with pick slots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch gap befinreen the frame and cover. Bearing surfaces shall be machine finished. Locking manhole lids and frames will be restricted to locations within the �100-year floodplain and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lid� and Frames are acceptable for use where locking lids are specified. . SHALLOW CONE MANHOLES: Shallow manhole con�truction will be used when manhole depth� is four (4) feet or less. All shallow cone manhbles shall be built in accordance with Figure 105. All shallow cone manholes shall have a ca�t iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE QLLOWED. , MANHOLE STEPS: No manhole steps are to be installed�on any sanitary sewer manhole. •EX�ERIOR SURFACE COATING: Exterior surFaces of.al� manholes shall"be coated with two '� mop coats of coal tar epoxy, Koppers `Bitum�stic Super Service Black" Tnemec °d6-450 �••� Heavy Tnemecol," or equal to, a minimum or 14 mils dry film thickness. � �i , MANFiOL� JOINT SEALING: All interior and/or exterior joints on concrete manhole sections , constructed for the.City of Fort Worth Water Department, e�cluding only'the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint sealants as per �Figure M. °" ` This sealant shall be pre-formed and trowelabl"e Biturr�astic as manufactured by Kenf-Seal, i j Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form ,.� or suitable cross-sectional area or flat-tape and, shall be sized. as recommended by the manufaGturer and approved by the Engineer. The �joint sealer shall be protected by a � suitable removable wrapper and shall not in any way �epend 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, hardet�ing, or oxidizing regardless of the � length of time it is exposed to the elements. The maniafacturer shall furnish an affidavit attesting to the successful use of the product as a�,p�re-formed flexible joint sealant on concrete pipe and manhole sections for a period of at least five years. � 05/18�9 SC-25 J �Tl'^\� � s V�tia��"'�� VO' \��0' \� EXECUTION: INSTALLATION OF JOINT SEALANT: E�ch grade adjustment ring and manhole frame shali be sealed with,the above specified materials. All surfaces to be in contact with the join�, sealant �hall be thoroughly„cleaned of dirt, sand, mud, or other foreign matter. WA primer shall be applied to all surfaces prior to installing the joint sealant in accord�nce 5vitii the recommendations by, the manufactureJ-. The protective wrapper shall remain on the joint sealant until immediately prior to the placement �f the pipe in the trench. After removal ofi�' the protective wrapper, the joint seala�t shall be kept cl�an. Install frames and cover over,§ manhole opening with the bottom of th rings,resting on Bitumastic joint sealer. Frames ancf grade rings shall rest on two (2) rows�inside anci outside) of Bitumastic joint sealer. SEALING AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangularfull depth saw � cut if in pavement) adjacent to the �nhole to expose the entire manhole frame and a minimum of 6 inches of the manhole �nl',all keePing the sides of the trench nearly vertical. Remove manhole frame from the manhole structure and observe the condition of the frame'� and grade ring$. Any frame or grade ��g that is not suitable for use as determined by the Engineer shall be replaced. Grade rings that are constructed•of brick, block materials other than pre-cast concrete rings, or wher��necessary and approved by the Engineer, shall be replaced with' a pre-cast flattop section. Pre-cast concr�te rings, or a pre-cast concrete �lattop section will be the only adjustm�nts allov�retl. � In brick or block manholes, replace th� 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 ri�gs and manhole frame. Existing brickwork, • if damaged by the Contractor, shall be'�-eplaced at the Contractor's expense. Wire brush manhole frame and exposed manhole �'urfaces to remove dirt and loose debris. ` � Coat exposed manhole surtaces with an"approved bonding agent followed by an application of a quick setting hydraulic cerYient to p�ovide a smooth working surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall�be insta�lled. Joint surfaces between the frames, adj,ustment rings, and cone section shall be free of dirt, stones,��debris and voids to ensure a watertight seal. Place flexible gasket joint material " along the inside and outside edge of e�ch joint, or use trowelable mater,ial in lieu of pre- formed gasket'material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shirhs, wood, stones, or any material not specifically accepted by the Engineer raiay be used to obtain final surface elevation of the manhole ,frame. ' In paved areas orfuture paved areas, castings shall be in'stalled by usi��a �traight edge not , less ihan ten (10) feet long so that the top of the casting will conform to the slope �nd finish elevation of the paved surface. The to�� of the casting shall b� 1/8 inch below the finished elevation. Allowances for the �ompression of the joint m�terial shall be made to assure a proper final grade elevation. o��a�s �G26 � P�ARfi D - SPE�MAL �ONDIfi�ONS EXPOSED EXTERIOR SURFAC�S: All exposed exterior surfaces shall be coated with two mop � coats of coal tar epoxy. Kopper "Bitumastic Super Servic'e Black"; Tnemec "46-450 Heavy Tnemecol", or equal, to a minimum of 14 mils dry film thi�kness. � � The exterior surface.of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-inch thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the joint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling. , � MEASUREMENT AND PAYME�NT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but nQt limited to, joint sealing, lift hale sealing and exterior surface coating and pavement repair. � � The price bid for reconstruction of existing manholes shall:,include all labor equipment and materials necessary for construction of new manh0le, including, but not limited'to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface .,coating and pavement repair. The p�ice bid for adjusting and/or sealing of existing manholes shall include�all lab�r, equipment � and materials necessary fo.r adjusting and/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and e�erior surface coating. ■J ' J �J J � J � � � � Payment for �oncrete collar"s will be made per each. Payment for manhole inserts will be made per eaeh. D-53 SANITARY SEWER SERVICES: Any reconnection, relQcation, re-routes, replacer�ent, or new sanitary sewer service shall be required as shown on the plans, and/or as�described in these Special Contact Documents in addition to tho�e located in the field and �adentified by the Engineer as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. City approved factory man�factured saddle taps may be used, but only as directed by the Engineer. The decision to use saddl� taps as opposed to tees shall be mad2 on a case by case basis. The Contractor shall be responsible for coordinating the scheduling of tapping crews with building owneFs and the Engineer in order that the work be p�rformed in an expeditious manner: A minimum of 24 hours advance notice��hall be given when taps will be required. Severed service connections shall be maintained as specified in section C6-6.15. SEWER SERVICE RECONNECTION:� �When sewer service reconnection is called for the Gontractor shall vertically adjust the existirlg sewer service line as required for reconnection�and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the services line and avoict any horizontal adjustment. For open ctat applications; all sanitary sewer service lines shall be replaced to the property 'or easement line, or as directed by the 'Engineer. Sanitary sewer services on sewers being rehabilitated using pipe enlargeme,�t methods shall be replaced'to the property or easement line or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included�in the price bid for Sahit�ry Sewer Taps. Payment for work sacH as backfill, saddles, tees, fitting`s incidental four (4) feet of service line and all other associated appurtenances 'req�ired shall be included in the price bid for Sanitary Sewer Taps. � o��s�ss SC-27 J P�A�t'� � = SP��IA�. �ON�IfiIONS SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be �adjusted and/or replaced by the�Contractor as directed by the Engineer as required for the connection of the sewer service lir�e. If the sewer service line is in such�condition or adjustment necessitates the°replacemen�t 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. AJI sewer service's shall be installed at a mi�imum of finro (2) percent slope or as approved by th� Engineer. Connection to the existing s��er service line shall be made with appropriate adapter fitting. The fitting shall be a urethane �j� neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. ° Payrnent for wo�k and materials such as backfill, pipe fittings, surface restoration on privafe property (to match existing), and all other associated work for service replacements in exce�� of four �4) linear feet shall be includ'ed irr�he linear foot price bid for sanitary sewer service lir�� replacement. Payment for all work and rr�aterial involving the "tap" shall be included in the price bid for sanitary sewer service taps. , s D-54 NOT USED D-55 REMOVAL, SALVAGE, AND ABAN�ONMENT OF EXISTING FACILITIES: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on th� plans, and/or describ�d in these Special �ontfact Documents in addition to those located�in the field and identified by the Engineer. This wor�� shall be done in accordance with Sectiori E2-1.5 Salvaging of Material and E2-2.7 Removi�g Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of this Special Condition. : A. SALVAGE OF EXISTING WATER METE�2 AND METER BOX: Existing water meter and mete�r _ box shall be removed and returned to the Water Department warehouse by the Contractor irj accordance with Section E2-1.5 Salvagirtg of Materials. , SALVAGE OF EXISTING WATER METER AI�D CONCRETE VAULT LID: Existing water meter an� concrete vault lid shall be removed and ��turned to the Water Department warehouse by the Contractor in a�cordance with Section E2-1.5 Salvaging of Materials. The concrete vault shall � be demolished in place to a point not less �han 18 inches below final grade. The concrete vault shall then be backfilled and compacted�in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material �hall be suitable excavated material approved by thg Engineer. SurFace restoration shall be co°mpatible with existing suRounding surface and grade; � C. SALVAGE OF EXISTING ,:FIRE HYpRA�1TS: Existing fire .hydrants shall be removed and retu.rned to the Water Department warehouse by the Contractor in acco�dance with Sectiori E2-1'.5 Salvaging of Materials. The void s"�all be backfilled and compacted in accordance withw backfill method as specified in Section;�2-2.9 Backfill. Backfill material shall be suitablei excavated material approved by the Engineer. SurFace restoration shall be compatible with existing surrounding surtace and grade. D. SALVAGE OF EXISTING GATE VALVE:� � Existing gate valve and valve box and lid shall be removed and returned to the Water Depar't�ent warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. Th� void area caused by the valve removal sf�all be backfilled and compacted in accordanc�� with backfill method as specified in Section�E2-2.�� Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible wit� existing surrounding surface and grade. If the valve o��s�ss S C-28 � J � D �I � � � � ��,�� - sQ�� o��r�o�s is in a concrete vault, the vault shall be demolished in place to a point no less than 18" below final gr�de. E. ABANDONMENT OF EXISTING GATE VALVE: Existing �ate valve and box lid shall be abandoned by first closing the valve to the fully clo`sed position and demolishing the valve box in"place to a point not less than 18 inches belov� final grade. aConcrete shall then be used as backfill material to match existing grade. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in a�cordance with backfill method as specified in Section E2-2.9 Backfill. Backfill materi�l shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. � G. ABANDONMENT OF MANHOLES: Manholes to be aband ned in place shall have all pipes entering or exiting the structure plugged with lean concrete. anhole top or cone section shall b,e removed to the top of the full barrel diameter section, o to point r�ot less than 18 inches below fir�al grade. The structure shall then be backfilled an compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Ba kfill material may be either clean washed sand of clean, suitable excavated material appr ved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging of pipe(s) and all other appurtenances required, s�iall be includedan the appropriate bid item - Abandon Existing Sewer Manhole. H. 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 xemoved. 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 sur'face. � I. �UTTING AND PLUGGING EXISTING I'r�'IAINS: At various locations on this project, it may be required to cut, plug, and block existing water mains/servic�s or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be �considered as incidenta� and all costs incurred will be considered to be included in the linear foot h bid price of the pipe, unless separate trenching is required. W , � •l � � J. REMOVAL OF EXISTING PIPE: Where rerrloval 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 De�artment Fie7d Operation, Storage Yard. PAYMENT: Payment for all worl� and material involved in salvaging, abandoning and/or removing existing facilities shall be included in the linear"foot bid pri�e 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 all other existing 'facilities when said facility is not being replaced in the same trench (i.e., when removal requires a 0 0�,�9 S C-29 � 7 �� \� V ~ �7 �aV�TI� VO7 \7�Y��O7,V separate trench). D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which c�n be located from the surface by a pip� dete�tor shall be installed directly above non-metallic wat�r and sanitary sewer pipe. The detectable �ape shall be "Detect Tape" manufactured '°by Allen Systems, Inc. or approved equal, and shall cbnsist of a minimum thickness 0.35 mils solid aluminum foil encased in a protective inert plasticjacke�t that is impervious to al,l known alkalis, acids, chemic�l reagents and solvents found in the soil. The�minimum overall thickness of the tape shall be 5.5 mil�, and the width �hall not be less than twq.inches with a minimum u�nit weight of 2'/2 pounds%1 inch/100'. The tape shall be color coded and imprinted with the message as follows: .� Tvpe of Utilitv Color Code Water Sewer Safety Blue � � Safety Green. Leqends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be per manufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum•of 18 inch�s between the tape and the pipe. Payment fdr work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenanc�s required shall be included in the unif price bid for t�ie appropriate bid item(s). ,?4 , D-57 PIPE CLEANING: Joints shall be wi�ed and then inspeGted for proper installation by the inspectors. Each joint shall be swept daily a�d kept clean during installation. A temporary night plug shall be installed on all exposed pipe ends during any period of work stoppage. D-58 BARRICADES, WARNINGS, AIVD ��AGMEN: Reference Part C- General Conditions, Section C6-6.8 Barricades, Warning§, and Watchmen: A. Wherever the word Watchmen appears in tli'is paragraph, it shall be changed to the woi�d Flagmen. B. In the first paragraph, lines five (5) arad six (6), change the phrase "take all such other prec�utionary measures" to "take all re�sonable necessa�r measures". ° 9 D-59 DI�POSAL OF SPOIUFILL MATERI�4L: Prior to the disposing of any spoil/fill material, tl�e Contractor shall advise the Director of Engirleering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), Qf the Iocation of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the pro�osed sites have been determined by the Administrator t� me�t the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinan`Ce No. ;�0056). All disposal sites must be approved by tH� Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of nece,ssary Engineering studies. No fill permit is required�if disposal sit�s are not in a floodplain. Appro�i�al of the Contractor's disposal sites shall be evidenced by a letter signed by the Administrator statin�that the site is not in a Known flood plain or by a Flood Plain Fill Permit autho'rizing fill within the flo °d plain. Any expenses associated with obfaining th� fill permit, including any necessary Engineerir�g studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fill material at a site without a fill permit or a letter from the administrator approving the disposal si�e, upon notificatit�n by the Director of Engineering 0�,�9 sc-3o PARfi D = SPECN�L� �ON�IfiIONS � Department, Contractor shall remove the spoil/fill material at its expense and dispose of such ;� materials in accordance with the Ordinances of the City and this section. ^, D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be � permitted until the Contractor has received written permission of the Engineer to make a substitution for the material which has been specified. Where the term "or equal", or "or approved equal" is � used, it is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed '" for use, the Engineer's approval thereof must be obtained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility � of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be the sole judge of the acceptability of substitutions. The provisions of this sub- � section as related to "substitutions" shall be applicable to all sections of these specifications. D-62 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER � A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals "" and their location. Work shall consist of fumishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. � Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. �" HIGHVELOCITYJET(HYDROCLEANING)EQUIPMENT: Thehigh-velocitysewerlinecleaning equipment shall be constructed for easy and safe operation. The equipment shall also have a selection of two or more high-velocity nozzles. The nozzles shall be capable of producing a scouring action from 15 to 45 degrees in all size lines designated to be cleaned. ■„ Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of 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 around the outer periphery to ensure 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 r, present in the sewer lines shall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. �+ o��a�s SC-31 � P��t�` � = SPE,�M�1. �(�NDMfiMO�lS CLEANING PRQCEDURES: The designated sewer manholes shall be cleaned using high- velocity jet equipment. The equipment shall be capable of removing dirt, grease, rpcks,x sand, and other materials and obstructions from the sewer lines and manholes. If cleaning" of an entire section cannot be succes�fully performed from one manhole, the equipment, shall be set up on the other manhole ,�nd cleaning again attempted; If, again, successfu�, cleaning cannot be performed or equi�ment fails to traverse the entire manhole section, it will be assumed that a major blockagepexists, and the cleaning effort shall be abandoned., When additional qua,ntities, of water fro�rt fire hydrants is necessary to avoid d�lay in normal� working procedures, the water shall �� conserve.d and not used unnecessarily. No fire:�, hydrant shall be obstructed in case of a fire 9n the area served by. the hydrant. Before usingo` any water from the City Water Distribution System, the Contractor shall apply for and r`eceive " permission from the Water Departmenf. The Contractor shall be responsible for the water�" meter and related charges for the setup, including the water usage bill. All expenses sha'll be �onsidered incidental to cleaning. DEBRIS REMOVAL AND DISPOSAL: AII sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream � manhole of the section being�cleaned.�.�Passing material from manhole section to manhole�" section, which could cause line stoppa�es, accumulations of sand in wet wells, or damage �� purraping equipment, shall not be perm_i�ted. , All solids or semisolid resulting from the cl�aning 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 CIRCUMSTANCE SHALL SF��IVAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO"bITCHE$, CATCH BASINS, S,TORM DRAINS OR SANIT�ARY SEWER MANHOLES. � TELEVISION INSPECTION EQUIPMENT:,The television c�nera used forthe inspection shall be one specifically designed and constructed for such inspection. Lighting for the camer'a shall be suitable to allow a clear picture of the.entire periphery of the pipe. The ca�nera shall be operative in 100% humidity condi�'i,ons. The camera, television monitor, and other �omponents of the video system shall be capable of producing picture quality to the satisfaction of the Engineer; and if un�atisfactory, equipment sh�ll be removed and no �.�`. � µLL payment will be made for an unsatisfa�tocyr�inspection. � EXECUTION: TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when nec��sary to permit proper �ocumentation of any sewer serv,ice taps. In no case will the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power w„inches, TV cable, and powered rewinds or other devices that do not obstruct the camer� view or interfere with proper do�umentation shall be used to move the camera through tlie sewer line. When manually operated winches are wsed to pull the television camera through the line, telephones or other suitable means of°��ommunications shall be set up between the finro manholes of the section being inspected�to ensure good communieations between members o��s�ss SC-32 �Tl� \� � ~ S7 ��I""�� V�' \��07 \V of the crew. `"` The importance of accurate distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Measurement for location of sewer service taps � shall be above ground by means of ineter device. Marking on the cable, or the like, 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 passage of the camera are to be at � the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television j'" inspection. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the � Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pi�e, presence � of scale and corrosion, and other discernible features will be recorded, and a copy of such records will be supplied to the City. ... PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and �" audio record of problem areas of the lines that may be replayed. Video tape recording � playback shall be at the same speed that it was recorded. The television tapes shall be � 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. �„ 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 p�ovided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not r� televised or portions where manholes cannot be negotiated with the television camera. THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer are `'� to be corrected. Tapes will be returned to the Contractor upon completion of review by the �„ Engineer. All costs associated with this work shall be incidental to unit prices bid for items under � os��a�s SC-33 � P�Rfi � = SPE�M�AL� �ON�MfilO�l� Television Inspection of the Proposal. PAYMENTOFCLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Construction Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The primary purpose of cleaning is for television inspection and rehabilitation; when a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor, and the costs must be included in the bid price for 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 costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. D-63 VACUUM TESTING OF SANITARY SEWER MANHOLES GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. B. EXECUTION: 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 being 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 I below in accordance with ASTM C1244-93: o��s�ss SC-34 � � r � � � P�4R� � = SPECN�A�. �ON�ITIONS Table I Depth of MH. 48-Inch Dia. 60-Inch Dia. 0 to 16' 18' 20' 22' 24' 26' 28' 30' For Each 40 sec. 45 sec. 50 sec. 55 sec. 59 sec. 64 sec. 69 sec. 74 sec. 5 sec. 52 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. ACCEPTANCE: The manhole shall be considered acceptable, if the drop in the level of ■,, vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which conforms �to the construction material of the manhole. The manhole shall be retested as described ' above until it has successfully passed the test. r* Following completion of a successful test, the manhole shall be restored to its normal condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. � � � r. � C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. D-64 BYPASS PUMPING: The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. Th�: bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other method as may be approved by the Engireer. The pump and bypass lines shall be of adequate capacity and size to handle the flow ��vithout sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: ;�,,, A. GENERAL: After construction, ALL sections of sanitary sewer lines shall have a television inspection pertormed. Work shall consist of furnishing all labor, material, and equipment � necessary for inspection of the sewer lines by means of closed circuit television. Satisfactory �,,, precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. �- � B. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall o��a�ss SC-35 L' J P.AR't D = SP��1�4�. �ONDIfi�O1�S be operative in 100% humidity conditi�ns. The camera, television monitor, and otheF 8components of the video system shall be t�apable of producing picture quality to the satisfaction ofthe Engineer; and if unsatisfactory, equipment shall be removed and no paymentwill be mad� for an unsatisfactory inspection. C. EXECUTION: TELEVISION INSPECTION: The camera shall be moved through the line in either directior� at a moderate rate, stopping when n�cessary �o permit proper documentation of any sewer ser�ice taps. In no case will the television camera be pulled at a speed greater than 30 fee� per minute. Manual winches, power winches, N cable, and powered rewinds or other devices that do not obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. When manually operated winches ar� used to pull the television camera through the line� telephones or other suitable means bf communications shall be set up� between the two manholes of the section being inspected to ensure good communications between member� of the crew. The importance of accurate distance measurements is emphasized. All television inspection 'video tapes shall have a footage counter. Measurement for location of sewer service tap,s shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for deptl� 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 �ity makes no guarantee that al��f the sanitary sewers to be entered'are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The �ost or retrieving the Television camera, under all circumstances, when it becomes lod��d during inspection, shall be incidental to Television inspection. �,�., �' � Sanitary sewer mains must b� I�ced`yvith enough water to fill.all low pints. The`televisio�t inspection must be done immediately�'�ollowing the lacing of the main with no water flow. If sewer is active, flow must be restricte� to provide a clear image of sewer being inspecte�� 2. DOCUMENTATION: Television Insp��tion Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service tap observed during inspection. All television logs shall be referenced to stationing as shown on the plans. A copy of these television logs will be s'Upplied to the City� 3. PHOTOGRAPHS: Instant developing, 35 �mm, or other standard-size photographs of the television picture of problems shall be'#aken by the Contractor upon request of the Engineer, as long as such photographing does'not interfere with the Contractor's operations. 4. VIDEOTAPE RECORDINGS: The pu�pose of tap� recording shall be to supply a visual and audio record of problem areas of tt�e lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City for review immed Yately upon completion of the television inspection and may be retainecl a maximum of 30 calendar days. Equipment shall be provided to the City o��s�s ' � SC-36 P�4RT D - SPE�MA� �ON�MfiIONS by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of `� the Engineer. � If the taqes are of such noor Qualitv that the Enaineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be reauired to re-televise and provide a aood tape of the line at no additional cost to the Citv. If a good tape cannot �" be provided of such quality that can be reviewed by the Engineer, no payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. �, D. PAYMENT OF POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot � of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. t�^+ Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in the appropriate bid item - Post-Construction Television Inspection. � �,, The item shall also include all costs of installing and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the project. � D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all �' materials proposed to be used on the project, including a mix design for any asphaltic and/or �„� Portland cement concrete to be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall �""' provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days ,� prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the � City. ! C. Quality control testing of in-place material on this project will be performed by the city at its own *,�, expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense of the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to fumish materials and equipment conforming to the � requirements of the contract. D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations � requiring testing. The Contractor shall provide access and trench safety system (if required) for the site to be tested, and any work effort involved is dee!med to be included in the unit price for Lr o��a�ss SC-37 � Q�1�fi � � �Q�VM�� V�i��M�� 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 the pit supplying the fill material. D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. CONSTRUCTION REQUIREMENTS: The Engineer has the authority to define erodible earth and the authority to limit the surFace area of erodible-earth material exposed by preparing right-of- way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the constn.iction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats, seeding, or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of permanent pollution control features, but are not associated with permanent control features on the project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-control measures current in accordance with the accepted schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion- control measures shall be performed as directed by the Engineer. Waste or disposal areas and construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. When work areas or matenal 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. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. o��s�s SC-38 7 �7 \� �/ s V7 �V�T1� Vo7 \7�0��0' \S C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide ,,,,,,, temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. ... D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the property being crossed by this construction and adjacent property when construction is not in progress and at night. Drives shall be left accessible at night, on � weekends, and during holidays. The Contractor shall conduct his activities to minimize obstruction of access to drives and property during the progress of construction. Notification shall be made to r.. an owner prior to his driveway being removed and/or rebuilt. �"'" D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to the ,,,, Contractors' operations including lawns, yards, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning without the � property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. " � D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to original grade and condition after completion of his operations subject to approval of the Engineer. The �" basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to � be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. � D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if �. applicable, are provided in the following documents and should thoroughly be reviewed and completed by the contractor. They include: 1. At the Time of Contract Document Execution ED-103-Contractors Act of Assurance "-' ED-104-Resolution Work required to conform to these requirements shall be considered subsidiary and no extra payment will be made. The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING AND SEEDING: This item shall be performed in accordance with the � City of Fort Worth Parks and Community Services Department Specifications for Topsoil, Sodding and Seeding. `" 1. TOPSOIL DESCRIPTION: This item will consist of furnishing and placing a minimum of six (6) inches of � o��arss SC-39 � Q�� _ �Q�� V��fi�� topsoil, free from rock and foreign material, in all parkways and medians to the lines and grades as established by the Engineer. CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shall be stockpiled at locations approved by the Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between the curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609. MATERIALS: Sod shall consist of live and growing Bermuda, Buffalo or St. Augustine grass secured from sources where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum thickness of native soil attached to the roots. The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, the sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance with the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine grass. a Spot Sodding Furrows parallel to the curb line or sidewalk lines, finrelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not be more than one-half (1/2) inch below the os��a�s SC-40 P�14Rfi � - SQ��I.AL �ON�Ifi�O1�S finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled � with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch -� compression. Hand tamping may be required on terraces. b. Block Sodding. ... .� At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding shall be filled with additionat sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, shall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed � and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread � uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. � The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by the Engineer until completion and final acceptance of the project by the City of Fort Worth. C� 3. SEEDING DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a '! mixture of seed of the kind specified along and across such areas as may be designated on the Drawings and in accordance with these Specifications. � MATERIALS: General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, and that the seed meets all requirements of the Texas Seed Law. Seed � furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall �'; be furnished and delivered in separate bags or containers. A sample of each variety of seed �� shall be furnished for analysis and testing when directed by the Engineer. � �J ' � o��a�ss SC-41 � 7 T�7 \� � _ �07 ��7�� 7 \��07 ,S The specified seed shall equal or exceed the following percentages of Purity and germination: Common Name Common Bermuda Grass Annual Rye Grass Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody Purity 95% 95% 95% 95% 95% 95% Germination 90% 95% 90% 90% 90% 90% Table 120.2.(2)a. URBAN AREA WARM-SEASON SEEDING RATE (Ibs.); Pure Live Seed (PLS) Mixture for Clav or Tiqht Soils Mixture for Sandv Soils Dates (Eastern Sectionsl (Western Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 Total: 100 Total: 100 Total: 100 Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates (All Sections) Aug 15 Tall Fescue to Western Wheatgrass May 1 Annual Rye Total: 50 50 50 100 CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by the Engineer so as to prevent washing of the slopes or dislodgment of the seed. b. Finishing. Where applicable, the shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conform to the cross-section previously provided and existing at the time planting operations were begun. BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right o��s�s SC-42 L'� Q�ARfi � = SPE�I�AL �OI��ITIO�IS � angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D- 46, Construction Methods, is not applicable since no seed bed preparation is required. .. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be � finished to line and grade as specified under "Finishing" in Section D-46, Construction Methods. The seed, or seed mixture, specified shall then be planted at the rate required and the � application shall be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight *„F (1/8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the minimum depth of three (3) inches and all particles in the +w seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, �'"' Construction Methods. Water shall then be applied to the cultivated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficientty dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application � shall be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in finro directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is 11 obtained. After planting, the seed shall be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface �,,,, without ruts or tracks. In between the time compacting is completed and the asphalt is applied, the planted area shall be watered sufficiently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. The application of asphalt shall follow the last watering as rapidly as possible. Asphalt shall be � of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to be used is not shown on the � Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a complete film is obtained and the finished surface shall be F',' comparatively smooth. �i RE-SEEDING OF AREAS PLANTED WITH COOL SEASONS SPECIES: Areas where �temporary cool season species have been planted may be replanted beginning February 1 with � warm season species as listed in Table 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season species shall be mowed down to a height of one (1) inch �^ to insure that slit-seeding equipment will be able to cut through the turf and achieve adequate soil penetration. � 05/18/J9 SC-43 lJ PART D � SQ��IAL �ON�IfiMO1�S * Slit-seeding, is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which is then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS TURF RESTORATION OF PARK AREAS: FERTILIZER DESCRIPTION: "Fertilize�" will consist of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject to testing by the City of Fort Worth in accordance with the Texas Fertilizer Law. A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or having the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower concentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertilizer shall be applied uniformly over the area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds per acre for all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". MEASUREMENT: Topsoil secured from borrow sources will be measured by the square yard in place on the project site. Measurement will be made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable material for "Sodding" wifl be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" shall be subsidiary to the price of sodding or seeding. PAYMENT: All work perFormed as ordered and measured as provided under "Measurement" shall be paid for at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. o��s�s SC-44 P�RT � - SQECI�L CON�MfilO1�S "Spot sodding" or "block sodding" as the case may be, will be paid for at the contract unit price � per square yard, complete in place, as provided in the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all surplus materials; and for all materiafs, labor, � equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. � The work performed and materials furnished and measured as provided under "Measurement" shall be paid for at the unit price for "Seeding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to complete the work accepted as follows: .� Fertilizer material and application will not be measured or paid for directly, but is considered � subsidiary to Sodding and Seeding. D-74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet �r++ OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined '�"'' spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all �,., applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. � D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: Prior to the final inspection being conducted for the project, the contractor shall contact the city �, inspector in writing when the entire project or a designated portion of the project is substantially complete. � The inspector along with appropriate City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a r, list of items needing to be completed or corrected. The contractor shall take immediate steps to rectify the listed deficiencies and notify the owner in writing when all the items have been completed or corrected. '�' Payment for substantial completion inspection as well as final inspection shall be subsidiary to the project price. Contractor shall still be required to address all other deficiencies which are �, discovered at the time of final inspection. Final inspection shall be in conformance with general condition item "C5-5.18 Final Inspection" �'" of PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES: The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree .. trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit Price bid for applicable pipe or structure installation except '" for short tunneling/tree augering. Any and all trees located within the equipment operating area at each work site shall, at the �"` o��iss SC-45 � P�ARfi � s SP��I�L CON�Mfi�Ot�S direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without written permission of the Owner. Nothing shall be stored over the tree root system within the drip line area of any tree. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. At designated locations shown on the drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and replaced with the same type and diameter tree at the contractor's expense. Contractor shall employ a qualified landscaper for all the work required for tree care to ensure utilization of the best agricultural practices and procedures. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. D-78 CLAY DAM: Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible forverifying the locations of all existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D-Hole), to locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. o��s�ss SC-46 P�RT` � � SQE�M�4� �O��IfiIO�IS The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a �,,, safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the -^ exploratory excavation (D-Hole). Payment shall not be made for verification of existing utilities per item D-22. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, � shall include full compensation for all materials, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be r„ made for exploratory excavation(s) conducted after construction has begun. D-80 INSTALLATION OF WATER FACILITIES � 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, detectable tapes and all other associated appurtenant required, shall be included in the � linear foot price bid of the appropriate BID ITEM(S). � 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be �" made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. 80.3 Type of Casing Pipe: � 1. WATER: The casing pipe for open cut and bored or tunneled section shall be AWWA C-200 � Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1- 15, E1-5 and E1-9 in Material Specifications of General Contract Documents and � Specifications for Water Department Projects. The steel casing pipe shall be supplied as follows: For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AWWA C-203. "" Touch-up after field welds shall provide coating equal to those specified above. r, C. Minimum thickness for casing pipe used shall be 0.375 inch. Stainless Steel Casing Spacers (centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as recommended by the manufacturer. 2. SEWER: � Boring used on this project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. .�, 3. pAYMENT: Payment for all materials, labor, equipment, excavation, concrete grout, backfill, and �`" o��a�ss SC-47 � P�ARfi D - SQ��M�L �ON�M�NONS incidental work shall be included in tb�e unit price bid per foot. R,a 80.4 Tie-Ins: The Contractor shall��be responsible for making tie-ins tp the existing wat�r mains. It shall be the responsibilit�r of the Contractor to vecify the exact location and elevation of the existing line tie-ins: � And any differences in locations and elevation of existing line tie-ins befinreen.the contra�ct drawings and what may be encountered in the fiel�d. shall be considered as incidental to co�struction. The cost of making tie-ins to existing wate�- or sanitary sewer mains shall be included in the linear foot bid price of the pipe. f 80.5 Connection of Existing Mair�s: The Contractor shall determine the exact location,; elevation, configura#ion and angul��ion of existing water or sanitary sewer lines prior �o manufacturing of the connecting ��iece. Any d�ff�rences in locations, elevation, configuration, and or angulatiori of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental to c�nstruction. Where it is required to shut down existing mains in order to make proposed corinections, such down time shall be coordinated v�vith the Engineer, and all efforts shall be made to keep this down time to a minimum. In case bf shutting down an existing main, the Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48-hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERFtUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOC�JMENTS AND GENERAL SPECIFICATIONS. The Contractor s�all 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 �r�oncrete blocking shall be included in the cost of connection. Unless bid separately allxcost incurred shall be included in the linear foot price bid for the appropriate pipe size. 80.6 Valve Cut-Ins: It may be ne��ssary to cut-in gate valves to isolate the water main from which the extension and/or repla�ement is to be connected. This may require closing valves in other lines and putting consl�mers out o� service for that period of tim� necessary to cut in the new valve; the work must°be expedited to the utmost and all such cut=ins must be coordinated with the engineer in cll�rge of.inspection. All consumers shall be individually advised prior to the °shut out and advised of the approximate length of time they may be without service. Payment for work such as backfil�, �beddir�g, fittings, blocking and all other associated appurtenants required, shall be�includ�:d in the price.of the appropriate bid items. 80.7 Water Services: The relocatidh, replacement, or reconnection of water services will� be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those locat�d in the field and identified by the Engineer. All service's shall be constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporation stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured service branches. All materials used s�all be as specified in the Material Standards (E1-17 & E1-18) contained in the General Contract Documents. All water services to be replaced shall be installed at a minimum depth of 36 inches below �final grade. o��a�s � SC-48 PART � = SP��N�A� �ON��TION� �, All existing 3/4-inch water service lines which are to be replaced shall be replaced with 1-inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation from the r� main line to the meter box. 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 C5-5.15 INTERRUPTION OF SERVICE. � All water service meters shall be removed, tagged, and coltected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise directed by the Engineer. All such work rw on the outlet side of the service meter shall be performed by a licensed plumber. ,, 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, ssrvice line adjustment, and any relocation of up to 12-inches from center � line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Copper Service Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer service line within the 5 foot area shall be subsidiary to the � service installation. � Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bid for Service Taps to Main. 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. *" WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and meter box is required and the location of the meter and meter box is moved more than twelve (12) inches, as measured from the center line of the existing meter to location to the center line of the proposed meter location, separate .,,, payment will be allowed for the relocation of service meter and meter box. 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 of in feet of copper service line. t'�' o��a�ss SC-49 � P�4RT' � = SQECMA� CONDMfiMONS 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 service line within 5 feet distance behind the meterwill notjustify separate payment at any time. Locations with multiple service branches will be paid for as one service meter and meter box relocation. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporation stop, type K copper service line, curb stop with lock wings, and meter box. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the meter. � Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps servicing a single service meter encountered during construction shall be replaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. Payment shall be made at the unit bid price in the appropriate bid item(s). 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shafl be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in orderthat the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be required at the temporary service point of connection to the City water supply. The 2-inch temporary service main and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" temporary service line shall be o��a�s SC-50 � � � P�� - s��+c��. �otv�r��s cleaned and sterilized by using chlorine gas or chlorinated lime (HTH) prior to installation. A ,4 two-inch meter will be furnished by the Water Department,Meter Shop and �installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flusFi with the existing ground or as otherwise directed by the Engineer. � � The temporary service layout shall have a minimum av�ilable flow rate of 5 GPM at a dynamic pressure of 35 PSI per service tap. This criteria shalf be used by the Contractor to determine the length of temporary senrice allowed, number of service taps and number of � feed points. . When the temporary service is required for more than one Iocation the 2-inch temporary � service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. � Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all otheriassociated appurtenants required, shall be included in the appropriate bid item. , ,,,� 80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manholes and vautts to match new pavement grade. The unit � price bid will be full payment for materials including all labor, equi�ment, tools and incidentals necessary to complete the work. d 80.10 Adjust Water Valve Boxes: Cor�tractor will be responsible for adjusting water valve � boxes to. match new pavement grade. The water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department forces. � Prior to the beginning of work, the Contractor shall make an invento ,ry of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace � the valve boxes which are damaged during constructi(5n at �no cost to the City. The unit price bid per each will be full compensation for all labor, materials, equipment, tools, � and incidentals necessary to complete the work. 80.11 Purging and Sterilization of Water Lines: Before being placed into service all � newly constructed water lines shall be purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will furnish all water for INITIAL cleaning and steriliz�tion of water lines. All materials for � construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities to provide a chlo�ine residual of fifty (50) PPM. The residual � of free �hlorine shall be measured after 24 hours.and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sewer not be available, chlorinated water shall be "de-chlorinated" prior � o��s�s SC-51 �� P�ARfi D - S��I�AL �ON�IfiM0�1S to disposal. The line may not be p�aced in service until two successive sets of samples, taken 24 hours apart, have met the.� stablished standards of purity. °� Purging and sterilization of the water lines shall be cbnsidered as incidental to, the project and all costs incurred will be conside�ed to be included in the linear foot bid price of the pipe. � 80.12 Work Near Pressure Plane �oundaries: Contractor shall take note that the waf�r line to be replaced under this contra�t may cross or may be in close proximity to an existi�g pressure plane boundary. Care shal) pe taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are matle befinreen pressure planes 80.13 Water Sample Station: GENERAL: ' ' All water sampling station installations will be per attached Figure 34 or as requi�ed in large water meter vaults as per Figure 33 l�nless otherwise directed by the Engineer. The appropriate water sampling "station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field� Operations Warehouse. PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment fo� all work and materials necessary for the installation of the 3">,4-inch type K copper service line will be shall be included in the price bid for copper S�rvice Line from Main to Meter. ,e Payment for all work and materials n�Cessary for the installation tap saddle (if required), corporation stops, and fittings shall be' irtcluded in the price bid for Service' Taps to Main. � Payment for all work and materials necessary for the installation of the sampling station;� concrete support block, curb stop, �ittin�s, and an incidental 5-feet of type I� copper service line which are required to provide a cor�plete and functional water sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 INSTA'LLATIONS: Payment for all work and� materials necessary for the installation tap saddle, gate valve, and fittings shall be included in the price bid for Service Taps to Main. Payment for ,all� work and materials ne�essary for the installation of the sampling station,' modification to the vault, fittings, and ;all type K copper service line which are required to', provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. 80.14 Ductile Iron and Gray Iron Fittings: Refer`ence Part E2 Construction Spe�ifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E2-�,11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: E2-7.11 DUCTILE-IROIV AND GRAY-IR�N FITTINGS: All ductile-iron•and gray-iron fittings shall be furnished with cement mortar lir�ing as stated in Section E1-7. The price bid per ton of fittings shall be payment in full for all� fittings, joint accessories, polyethylerYe wrapping, , o��a�ss �'u„ C-�2 J � P�Rfi � = SPECI�A� CONDMfilO1�S horizontal concrete blocking, vertical tie-down concrete blocking, 'and concrete cradle necessary for construction as designed. ' � All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming to Material Specification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, �s��tical tie-down concrete blocking, and concrete cradle. Payment for the polyethylene wrap�ing, horizontal concrete blocking, � vertical tie-down concrete blocking, and concrete crad�e shall be included in bid items for vales and fittings and no other payments will be allowe�. � D-81 SPRINKLING FOR DUST CONTROL: All applicable provisions of Standard Specifications Item 200, "Sprinkling for Dust Control" shall � apply. However, no direct payment will be made for this item and it shall be considered to this �J contract. �j D-82 DEWATERING: �l The Contractor shall be responsible for determining the method of dewatering opetation for the "'� water or sewage flows from the existing mains and groun� 'water. The Contractor shall be ir, responsible for damage of any nature resulting from the dewatering operations. � � � � � � � � � � � The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construc�ion and all costs incurred will be considered to be included in the project price. � D-83 TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to preverrt any water flowing into open trench during construction. Contractor shall not leave excavated trench open ovemight. Contractor shall fill an�r trench the same day of excavation. No extra payment shall be allowed for this special condition. D-84 TREE PRUNING: A � � o��s�s REFERENCES: National Arborist Association's "Pruning Standards for Shade Trees". ROOT PRUNING EQUIPMENT Vibratory Knife Vermeer V-1550RC Root Pruner NATURAL RESOURCES PROTECTION FENCE Steel "T" = Bar stakes, 6 feet long. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). Surveyor's Plastic Flagging: "Tundra" weight, Intemational fluorescent orange or red color. SC-53 P�ART D = SP��I�1. �Of�DITIONS a �, Combination Fence; Commercially manufactured combination soil separator fabric on wire° mesh backing as shown on the Drawings. ROOT PRUNING Survey and stake location of root prun�ng trenches as shown on draWings. Using the approved specified equipm�nt,dmake a cut a minimum of 36 inches deep in orderp to minirriize damage to the undisty%bed root zone. Backfill and compact the trench immediately after trenching. .� x� Place a 3-foot wide by 4-inch deep �over of mulch over the trench as required by the� Engineer. Within 24 hours, prune flush with grou�d and backfill any exposed roots due to construction activity. Cover with wood chips o�F mulch in order to equalize soil tempera't'ure and minimize water loss due to evaporation. ' Limit any grading work within conservat�on areas to 3-inch maximum cut or fill, with no roots ' over 1-inch diameter being cut �,nless cut by hand or cut by specified methods,#; equipment and protection. r E. .� MULCHING: Apply 2-inches to 4-inches of wood chips from trimming or clearing operation,� on areas designate,d by the Engineer. Tree Pruning shall be considered subsidi��r to the project contract price. D-85 TREE REMOVAL: Trees to be removed shall be removed usingeapplicable methods, including stump and root ball '� removal, loading, hauling and dumping. Extra,caution shall be taken to not disrupt existing utilities � both overhead and buried. The Contractor �hall immediately repair or replace any damage to �� utilities and private property including, but n t limited to, water and sewer services, pavement, p fences, walls, sprinkler system piping, etc., a� no cost to the Owner. All costs for tree removal, including temporary service costs, shatl be considered subsidiary to� the project contract price and ,� no additional payment will be allowed. D-86 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 �roject shall submit his bid under this condition. Whether prospective bidders perform this su�surface exploration jointly or independently, and whether they make such determination by the �Ise of test holes or other means, shall be left to the discretion of such prospective bidders. � If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specification, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in o��a�ss SG54 PA�T � - SPE�I�AL �OI�D1filOI�S excavations is the same, either in character, iocation, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder to make such subsurFace investigations as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation of these records and for making and maintaining the required excavation and of doing other work affected by the geology of.,the site. The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of tt�e pipe. o��s�s SG55 � 1 � ' a � e � ., � 1 1 IL I 1 1 � r .:_�_ ,. ADDITIONAL SPECIAL CONDITIONS � � � � '� � J � ■1 � PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE (OMITTED) ....................... ASC-3 DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ............................. ASC-3 DA-3 PIPELINE REHABILITATION FOLD AND FORM P,IPE (OMl,TTED) .......�.....,...... ASC-10 , � DA-4 SLIPLINING (OMITTED) ...................................................................................... ASC-10 DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT .................................................. ASC-10 DA-6 SERVICE LINE POINT REPAIR / CL•EANOUT REPAIR,(O,MITTED) ............X...... ASC-14 DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PRQTECTION ........... ASC-14 DA-8 MANHOLE REHABILITATION 1TEMS (OMITTED) ......:.............,...............�.......... ASC-16 DA-9 S,URFACE PREPARATION F,OR MANHOI.E REHABILITATION (OMITTED) ...... ASC-16 DA-10 INTERIOR MANHOLE COATING - MICRQSILICATE M0�2TAR (OMITTED) ...... ASC-16 DA-11 INTERIOR MANHOLE COATIPJG = QUADEX SYSTEM (QMITTED) .................... AS�-16 � DA-12 INTERIOR ,MANHOLE COATING - SPRAYWALL SYSTEM . ................................ ASC-16 � DA-13 INTERIQR MANHOLE COATING - RAVE�I LINING SYST�M ............................ ASC-19 DA-14 INTERIOR MANHOLE COATING - PERMACAST SYST�M (OMITTED) ............�:� ASC-21 � Rl � J ■1 J � � DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM (OMIT�'ED) ............ ASC-21 DA-16 RIGID FIBERGLASS MANHOLE LINERS (OMITTED) ........................................ ASC-21 DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION (OMITTED) ..................... ASC-22 DA-18 PRESSURE GROUTING (OMITTED) .................................................................. ASG22 DA-19 VACUUM TESTING OF REHABILITATED MANHOLES (OMITTED) ................... ASC-22 DA-20 FIBERGLASS MANHOLES (OMITTED) ............................................................... ASG22 DA-21 LOCATION AND EXPOSURE OF MANHOLES AND VALVES (OMITTED) ......... ASC-22 DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER" ..................................... ASC-22 DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ............................................. ASC-22 DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE (OMITTED) ................... ASC-22 o4i�siss ASC-1 i PART DA = ADDITIONAL SPECIAL CONDITIONS DA-25 GRADED CRUSHED STONES (OMITTED) ......................................................... ASC-22 DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WfDE (OMITTED) ............' ..................... ASG-�2 DA-27 BUTT JOINTS - MILLED (OMITTED)� ................................................................... ASG23 DA-28 2" H.M.A.C. SURFACE COURSE (Tl'PE "D" MIX) (OMITTED) ........................... ASC-2� DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ...................................... ASC-23 DA-30 NEW �" CONCRETE VALLEY GUTTER (OMITTED) ........................................... ASG2� DA-31 NEW 4" STANDARD WHEELCHAIR RAIVIP (OIVIITT,ED) ..................................... ASC-2� DA-32 8" PAVEMENT PULVERIZATION (OI�AITTED) ..................................................... ASC-23 DA-33 REINFORCED CONCRETE PAVEM�NT OR BASE (UTILITY CUT) (OMITTED) ASC-2'� DA-34 RAISED PAVEMENT MARKERS (OIIIIITTED) ...................................................... ASC-24 DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL°(OMITTED)' ........... ASG2� � DA-36 LOADING, TRANSPORT, AIVD DISPOSAL OF CONTAM. SOIL (OMITTED) ...... ASC-24 DA-37 ROCK RIPRAP - GROUT - FILTER F,�BRIC (OMITTED) ...................................�.... ASC-�4 DA-38 CONCRETE PIPE FITINGS AND SP�CIAL`S (OMITTED) .................................... �ASC-24 0 .� r i� '4 04/16/99 " A.SC—�L „ r s �II J � � !J ■1 � J � 1. Description: This specification includes requirements to rehabilitate existing sanitary sewers by�he pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Bursting/Crushing). This system includes s�litting or bursting the existing pipe to install a new polyethylene pipe and reconnect e�tisting sewer service connections. 2. Methods: This section specifies the approved system:method or process to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems. Approved methods include: the PIM Corporation (PIM System), Piscata Way, New Jersey; McLat Construction (McConnell System for Pipe , Crushing), Houston, Texas; and Trenchless Replacement Systems,..(TRS System), Calgary, Canada. Refer to Part D- SPECIAL CCi'NDITIONS D-61 SIBSTITUTIONS for information regarding pre-approval procedureS for alternative processes. 3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity D sewer pipe by inst�lling an �pproved pipe material, by means of one of the pre- approved rr�ethods set forth in Section A.2 of this specification. The process involves � the use qf a static, hydraulic or pneumatic hammer "moling" device, suitably sized to D break out the old pipe or using modified boring "knife" with a flared plug that implodes and crushes the existing sewer pipe. Forward p1-ogress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in D - the approved methods. The replacemer�t pipe is either pulled or pushed into the bore. The method allows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying increments up to 21 ". This specification is based on the precedent that the � Pipe Bursting/Crushing system used has been pr�-approved by the City of Fort Worth Department of Engineering, and Fort Worth Water Department. ■I � � D � Do4„�,99 PART DA - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABIUTATION CURED-IN-PLACE PIPE: (OMITTED) DA-2 PIPE ENLARGEMENT SYSTEM: „ ,, A. GENERAL: 4. Quality Assurance: The Cdntractor shall be certified by �the particular Pipe Bursting/Crushing system manufacturer that such firm is a licensed insta�(er of their system. No other Pipe Bursting/Crushing system other than those ""listed in Section A.2. of these specifications is acceptab�e. y a. Personnel directly involved with installing the'new pipe shall receive training in�he proper methods for joint fusing, handling,, and installing the polyethylene pipe. Training shall be performed by a qualified'� epresentative as determined by the pipe manufacturer. b. Personnel directly°involved with installing the.'new pipe shall receive training in the proper methods for joint fusing, handling,'and installing the polyethylene pipe. ASC-3 !J PART DA - ADDITION'1�L�SPECIAL CONDITIONS Training shall be performed by a qualified representative as determined by the pipe manufacturer. 5 Submittals: Submit for review and acceptance, the following Contracto'r's Work Plan and Drawings to the Departme:t�t of Engineering (DOE): a. Shop drawings, catalog �,ata, and manufacturer's technical �ata showing complete information on m�terial compositior�, physical 'properties, and; dimensions of new pipe and fitt�ngs. Include manufacturer's recommendation� for handlirig, storage, a�d repair of pipe and fittings if damaged. b. Location and number of insertion„or access pits shall be planned by Contractor and submitted in writing''pridr to excavation for approval by DOE. c. Method of construction and` restoration of existing sewer service conn�ctions. This shall include: 1) Detail draw�ngs ar�d written description of the entire construction procedure to insfall pipe, bypass sewage flow and reconnection of sewer service connections. 2) Working drawings for;information only showing sewage flow bypass, and maintenance of �'traffic. Contractor shall provide for continuous , sewerage flow. Qewatering shall be the Contractor's responsibility. 3) Certification of v�t�orkri'�en training for instaJling pipe. 4) Television inspectiori reports and video tapes made after new pipe installation. , ,r ►� Delivery, Storage, and Handling: a. Transport, handle, and store�pipe and fittings as recommended by manufacturer. b. If new pipe and fittings beco e damaged before or during installation, it shall be repaired as recommende� by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding further. c. Deliver, store and handle otH'er materials as required to prevent damage. B. MATERIALS: Polyethylene Piping Material: The pipe and fitting material shall be high density, extra molecular weight (EHMW) polyet�ylene pipe material conforming to ASTM D1248, Type III, Class C, Category 5, ��ade P34, and have a PPI (Plastic Pipe Institute) recommended designation of PE3408 and, cell classification 345434C per ASTM D3350. The molecular weight Ga��gory shall be extra high (250,000 to 1,500,000) as oai�siss ASG� � � �� « . PART DA - ADDITIONAL SPECIAL �ONDITIONS pertfie Gel Permeation Chromatography determination procedure with a typical value of 330, 000. Da. The interior of the pipe shall be a light reflective color to facilitate closed circuit television inspection. � a. The pipe material shall be lis.ted by the Plastic Pipe Institute (PPI) in PPI TR-4. � , The pipe material shall have as h�ydrostati�u design basis of 1600 psi at 73 F and 800 psi at 140 F. ' �� , J � � b. The manufacturer's certification shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. qll pipe shall _ be made of virgin material. No rework, except that obtained from the � manufac�urer's own production of the sam� formulation, shall be used. c. Pipe Supplied under this specification sh�ll ha�e a nominal IP� (Iron Pipe Size) outside diameter. � The Standard Dimension Ratio (SDR) and minimum pressure ratin4 of tHe qiqe shall be SDR 17�- 100 qsi. Pipe with a lower SDR ratio and higher pressure rating may be used in lieu of the minimum specified. 2. Tests: The Cd�ntractor shall be required to send submittals to the City of Fort Worth on the prod��tion material.�` a. The pipe manufacturer shall provide certification that samples of the production �product meet� these specifications. The certification will state that production � y product has been tested 4in accordance with AS1"M D2837, and validated in accordance with the latest revision of PPI TR-3. `I � � � b. The pipe manufacturer shall provide certification that stress regression testing has been performed on the specific product: Ce�tification shall include a stress life curve perASTM D2837 and testing shall have been performed in accordance with ASTM D2837. c. Rejection: Polyethylene plastic pipe and fittirags may be rejected for failure to meet any of the requiremenfs of this spec,ification. C. SEWER SERVICE CONNECTIONS: 1. Sewer Service Connections: Sewer service,connectipns shall be connected to the new pipe by mechanical or fusion methods. Once the'saddle is secured, a hole shall be � drilled in the pipe the full inside diameter of saddle outlet. � J � 04/1 fi/99 2. Pipe Saddles: Mechanical saddles shall be made of�polyethylene pipe compound that meets the requirements of ASTM D1248, Class C, have stainless steel straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap-on- S�ddle Type as manufactured by Driscopipe or Tapping Saddle manufactured by ASC-5 � PART pA - ADDITIOIyAL SPECIAL CONDITIONS � i3 4 C DuPont, or approved equaf. Fusion saddles shall be electrofusion branch saddles as manufactured by Central Plastics Compa�y, or approved equ�l. Connection to Existing Service: Connections to the existing sewer service connectior�s pipe shall�be made `Using flexible couplings. All flexible couplings shall conform to AST�I C425 and shall be as m�nufactured by Fernco Joint Sealer Co., DFW Plastics Inc. or approved equal. Bacf�fill at service connections shall be cement stabilize°d sand (2 sack� per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with tliese specifications. The Contractor shall, upon request,�permit the Engineer to :take elevations on" both the '�xisting and new portions of th� service connection pole to determine final grade and invert` elevations. Elevation changes greater than 0.10 feet from the house lateral piping and shall be �econnecte'd as directed by the Engi�ieer. 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. D. PREPARATION: 1. Bypassing Sewage: a. The Contractor shall bypas�s the sewage around th� section or sections of sewe"r to be rehabilitated. The-bypass shall be made by plugging existing upstream manhole and pumping°the sewage into a downstream manhole or adjacent system or other metliod"as may be approved by the Engineer. The pump and bypass lines shall be of�adequate capacity and size to handle the flow without sewage backup occurripg to facilities connected to the sewer. b. The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected�to the section of sewer during the execution of ther work. ` If sewage backup ocGurs and enters buildings, the Contractor shall be" responsible for clean-up, repair, property damage costs and claims. .. 2. Line Obstructions: If pre-installatio�i (TV) inspection reveals an obstruction in the existing sewer (heavy solids, dropped joints, protruding service taps or collapsed pipe) which will prevent completion ofthe pipe bursting/crushing process,'and cannot be removed� by conventional sewer cteanin� equipment, then an obstruction removal shall be made by the Contractor, with t�ie approval of the Engineer. 3. Sags in Sewer Line: ALL SAGS AN� GRADE PROBLEMS IN EXISTING SEWER LINESd SHALL BE CORRECTED AS P�ART OF THIS CONTRACT. If the pre-construction television inspection reveals a sag in the sewer line, the Contractor shall be responsible for bringing the prQ�osed sewer pipe to an acceptable grade without a�e sag. A sag is defined as any s�ewer line segment more than 3 feet in length which� r ponds water in the absence of sewage flow. The contractor shall take� the necessary 04/16/99 ASC�6 � � !I � J � a. PART DA - ADDITIONAL SPECIAL �ONDITIONS measures to eliminate the sag by the method of: ,�pipe repi�cement, digging a sag elimination pit and bringing the bottom of the pipe"°ttench to a uniform grade in line with the existing pipe invert or by other mea�ures that shall be acceptable to the Engineer and the City. Identification of Sags: Sags shall be identified by television inspection in the absence of sewag� flow. If tavailable, t�ie Contractor shall be furnished television tapes from the City identifying the sag location. Flow shall be blocked at an upst'ream manhdle and diverted to another sewer line or downstream manhole below the segmeni of pipe to be inspected. N inspection shall be performed in accord��ce with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department of Engineeri'hg for review. b. Correction of Sags: Sags shall be corrected by open cut and by adding additional � bedding material to bring the sag back to�'grade where access is available. For pipe enlargement methods, all sagsjidentified on the pre-constr.uction r video tapes shall be corrected prior to commencing with pipe enlargement. J � � `J � � ■1 '1 � � In in�tances where sags are located under existing structures, the existing sewer line may be relocated using op�n cut or boring methods. The Department of Engineering shall specifically� review potential relocation's and evaluate the constructability, economics and engineering feasibility prior to construction work. � c. Measurement and Payment: Measurement and�payment to correct sags shall be per linear foot of pipe construction to cbrrect the sag. For pipe bursting methods, open-cut or bore consfruction; the applicable bid prices in the ' proposal section shall. apply. � y 4. Television Inspection: Inspection of the pipelines s�all be performed by experienced E. PIPE ENLARGEMENT SYSTEM AND PIPE INSTALLATIOj�I: f' � 04/lfi/99 Site Organization: personnel trained 4iri locating breaks, obstacles nd service'cannections by closed circuit color televisibn. Teievisio� inspectio� �shall be in accordance with the specifications contained herewith for "Pre- �nd Post-Construction Television Inspection of Sanitary Sewer Lines". a. Insertion or access pits shall be located `uch that their total number shall be minimized and the length of replacemerit�ipe installed in a single pull shall be maximized. i ` b.s Existing manholes shall be utilized wher�yer practical. Manhole inverts and bottoms may be �removed to permit acce s for installation equipment. l. ASC-7 J PART DA - ADDITI�NtAtL SPECIAL CONDITIONS , "" .� . c. Equipment used to perf�rm the work shall be located away from buildings so as not to create a noise¢impact. Provide silencers or otfier devises to reducep machine noise as needed to meet requirements. '+ 2. Finished Pipe: The installed replacement pipe shall be continuous over the entire length of each pipe segment from ma�hole to manhole and shall be free from visual defects' such as foreign inclusion�; co centrated ridges, discolQ,ration, pitting, varying wall thickness, pipe separation, other deformities. Replacement p"ipe with gashes, nicks, abra�ions, or any such physic�l damage which may have occurred during storage. and/or handling, which are larg'er/deeper than 10% of the wall thickness shall not b�� used and shall be removed frori� the construction site. The replacement pipe passing through or terminating in a man�ole shall be carefully cut out in a shape and manner approved by the Engineer. �he invert and benches shall ,be streamlined and� improved for smooth flow. Th�installed pipe shall meet the leakage requirements of the pressure test specified later. � x 3. Pipe Jointing: a. Sections of polyethylene re��lacement pipe shall be assembled and joined on the job site above the grour�d. Jointing shall be accomplished by the heating and. butt-fusion system in stric� conformance with the m�nufacturer's printec�= instructions. b. The butt-fusion system foMr pipe jointing shall be carried out in the field by operators with prior e�tperience in fusing polyethylene pipe with similar� equipment using proper jigs and tools p�r standard procedures outlined by the�y pipe manufacturer. Th�se joints shall have a smooth, uniform, double rolled° back bead made while �pplying the proper melt, pressu�e, and alignment. It shall be the sole respons�bility of the Cont[actor to provide an acceptable butt-'� fusion joint. All joints sli�ll be made available for inspection by the Engineer before insertion. The� replacement pipe shall be joined on the site in� appropriate working lengths near the insertion pi't. The maximum length of continuous replacement; pipe which shall be assembled above ground and pulled on the job site at,�ny one ti„me shall be 600 linear feet. c. For situations where the replacement pipe is not pulled all the way to the manhole , or if it is impossible to pt�ll the missle all the way through, the following shall�° apply: At the direction o� the Engineer, a 12"-18" full circle steel clamp shall � be utilized to connect segments of the HDPE pipe. 4. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section to be rehabilitated. Keep lines„ away from pedestrian and vehicular traffic. b. ,Existing manholes may be �used for launch and receiving access. Remove manhole invert and bottom as required. Pull, winch chain through sewer section and attach to cutter and machine head. Lower into launching � �� I Ll L■ � C�� • O � L■ � � oai�s�ss ASG$ w p O L"l � !J ■I U PART DA - ADDITIONAL SPECIAL CONDITIONS manhole, appl� winch tension pulling the cutter and head into the sewer until the rear of the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the rear of the steel starter pipe is flush with the manhole wall. Lower hydraulic jack into the manhole and align. tnsert new pipe by simultaneous operation of the�jack and winching the cutter and head forward. , Anchoring New Pipe and Sealing IVlanholes: p�., D a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at manhole,s. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. � � � � � il J ,l � J � D o4„�9 b. Sealing the new pipe at rr�,anholes shall not be�in for a minimum of ten (10) hours after installation. Provide a flexible gasket' connector in the manhole wall at the end of the new pipe, centered in the�existing manhole wall. Grout flexible connector in the manhole, filling all voids,the full thickness of the manhole wall. ` c; Restore manhole bottom and invert 6. Field Testing: a. Low Pressure Air Test.of Replacement Pipe: After a manhole-to-manhole section of sanitary sewer main has been pipe burst/crushed and prior to any service lines being connected to the replacement pipe, the pipe shall be plugged at each manhole with pneumatic plugs. The design of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs shall have three air hose connections; one for the inflation of the plug, one for re�ding the air pressure in the sealed line, and one for introducin,� air into the �ealed line. Low pressure air shall then be introduced into the sealed line unt�l the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground water that may be over the pipe. At least two minutes shall elapse to allow the pressure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting from any ground water that may be over the pipe, shall not be less than the time shown for a given pipe diameter in the following table: Carrier Pipe Diameter (inches) 8 ,10 12 15 ' Minimum Elapsed Time (minutes) 4 5 6 ASC-9 � PA�T DA - ADDITIONAL SPECIAL CONDITIONS� b. Post-Construction Television Inspection of New Pipe: Refer to Special Condition for Post-Cons#ruction felevision Inspection �of� Sariitary Sewer. �,�,��n e F. MEASUREI�1IENT AND PAYMENT: 1. Pipe Installation: Pipe ins�allation �will be measured for payment by the linear foot of pipe actually installed in the various diameters of sewers measured along the centerlin� of the sewer from centerline to��enterline of manholes. Payment will be made for the quantities measured at the un�t price per linear foot for the various sewer diamete� listed. � 2. Service Reconnections: Installati�n of sewer seniice connections will be measured fo� payment by each actually recqnnected to the installed pipe. I?ayment will be mad� for the quantities measured at� the unit price per each listed. Payment shall include required excavation and ba�kfill, saddles, flexible connections, �nd all other �incidentals necessary to s��cessfully reconnect sewer service lines to the rehabilitated sewer. Paymer�� shall not in'�lude pavement replacement, which if required, shalf be paid separately. . 3. Sewer Cleaning by Bucket Machihe: Heavy cleaning requiring more than hydraulic jet cleaning shall be performed by bucket machines. The payment for such cleaning shall be included in the bid item��or Pre-Construction Television Inspection of Sanitary Sewer Lines. 4. By-pass Pumping: The Contracto��shall provide diversion for the flow of sewage around the section or sections of pipe esignated for rehabilitation. The pumps and by-pass lines shall be of adequate cap��ity and size to handle all flows. All costs for by-pass, pumping required during insfallation of the pipe shall be subsidiary to pipe �nlargement. 5. Subsidiary Work: Any� damage to utilities 'and property, resulting repairs, temporaryC service costs, etc. shall be borne by Contractor. Repair and/or replacement of fences, sprinkler system �piping and other such restoration work resulting from Contrac�or acti°vities shall be considered subsidiary to the cost of the project and no° additional payment will be allov,Ved. ' Testing: All cost for testing the replacement�pipe by a pressure method will be incidental to pipe installation. ' DA-3 FOLD AND FORM PIPE: '(OMI7TED) DA-4 SLIPLINING: (OMITTED) DA-5 PIPE INSTALLED BY OTHER THAN bPEN CUT: A. GENERAL: Furnish materials and necessary accessories, with strengths, thickness, coatings, and fittings indicated, specified�and/br necess�ry to complete the work. ...� 04/16/99 ASC-10 � J � PA�RT DA - ADDITIONAL SPECIAL GONDITIONS 2. All excavation shall provide an open area conforming to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown ,_ on the Plans and as established in the Specificatibns. � , 3. Work shall be performed in accordance with the requirements of the City of Fort Worth QWater Department, the Texas Department of Transportation, or railroad company, as applicable. � A. MATERIALS: D � D D a D � A. � � D a � 04/16/99 1 2. � Casing Pipe: Casing pipe shall be"steel conformin� to ANSI B36.10 and the following: '� a. ~' Field �trength: 35,000 psi minimum. b.µ Wall thickness: 0.312 in. minimum (0.5 for railroad crossings). c. " Diameter: As shown on the drawings (m�iimum size requirements). d. Joints: Continuous circumferential weld in accordance with AWS D1.1. Carrier Pipe in Casing: Carrier pipe s,hall be as sl�own on drawings and as specified in the General Contract Documents. Sewer Pipe without Casing Pipe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. 4. Grout: Grout shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of�cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. EXECUTION 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other facilities in other than open cut, construction shall be perFormed in such a manner so as to not interfe�e with the operation of the railroad, street, highway, or otfier facility, and so as not to weaken or damage any embankment or structure. During construction �p�rations, barricades and lights to safeguard traffic and pedestrians shall be furnished and maintained, until such time as the backfill has been cQmpleted and then shall be removed from the site. r 2. Pits and Trenches: ,� a. If the grade of the pipe at the end is bel�w,the ground surface, suitable pits or trenches shall be excavated for the �iurpose of conducting the jacking or tunneling operations and for placing end, joints of the pipe. Wherever end trenches are cut i� the sides of the emba�'kment or beyond it, such work shall be sheeted securely and braced in a mar�ner to prevent earth from caving in. I` . � ASC-11 I J PAI�T DA - ADDITION,�►L SPECIAL °CONDITIONS The location of the pit s�all meet the approval of the Engineer. � :a The pits of trenches exc;�avated to facilitate these operations shall be backfilled � immediately after the casing and carrier pipe installation has been completed. c 3. Boring and Jacking Steel Casing Pipe:. Steel casing pipe shall be installed byvboring hole with the earth auger and simulf�neously jacking pipe irito place. a a. The boring shall proce�d from a pit provided for the boring equipment and workmen. The holes are to be bored mechanically. The boring shall be done usi'ng a pilot hole. By thjs method an approximate 2-inch hole shall be bored � the entire length of the crossing" and shall be checked for line and grade on the opposite end of the �ore from the work pit. This pilot hole shall serve as, the centerline of the lar er diarrieter hole to be bored. Other methods of" maintaining line and gra�e on the casing m.ay be approved if acceptable to the , °Engineer. Excavated m�teYial shall be placed near the top of the working pit and disposed of as requjred. The use of water or other fluids in connection with the boring operatib'n will be perrtlitted only to the extent required to lubricate cuttings. Jettin j or sluicing will not be permitted. b. In unconsolidated soil 9formations, a gel-forming colloidal drilling fluid consisting of at least 10 �percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings �nd installation of the pipe immediately thereafter. c; Allowable variation f�orr� the line and �rade shall be as specified under paragraph A.2. All voids between bore and outside of casing shall be pressure grouted. 4. Installa�tion of Carrier Pipe in Casing: a 4r Sanitary sewer pipe located within the encasement�ipe shall be supported by "skids" or "bands" to prevent the pipe and bells fro�n snagging on the inside u of the casing, and to keep the installed line from resting on the bells. b. All skids shalf be treated with a wood preservative: Skids should extend for the full length of the pipe�Vvith the exception o� the bell area and spigot area necessary for assembly unless otherwise specified. c. The Contractor shall prevent over-belling the pipe while "installing it�through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken that not � 04/16/99 ASC-12M u L"1 J � il � � �� P.AR'� DA - ADDITIONAL SPECIAL �ONDITIONS too much water i� forced into the casing �o as not to float the pipe. The backfill material will not be required unle�s spe��fied on the plans and specified by the Engineer. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casir�g as shown on the drawings or as required by the Engineer. 5. Boring and Jacking Ductile Iron Pipe without Casing Pi�pe: a. As indicated on drawings and as required and directed by the Engineer sewer shall be constructed of bore and jacfced ductile iron pipe. b. When a casing pipe is not designated on t�'e drawings, the contractor shall provide a casing pipe if necessary to achieve` line �ind grade. Casing pipe shall be provided at� no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. � c. Bore and jack in accordance with paragraph'C.3. above. � d. �hort leng'th of sewer consisting of a single�'�pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer. All voids outside pf installed pipe shall be pressure grouted. 6. Tunneling: VVhere the characteristics of the soil, the size of the proposed pipe, or the use � of monolithic se.wer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. � J � !I J �I� ' �J � `J �� 04/16/99 a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden. The Contractor shall submit the proposed liner metliod to the Engineer for approval. The tunnel liner design shall bear the seal of a licensed professional engine��-`"in the State of Texas. Approval by the Engineer shall not relieve the Contractor of the responsibility for the adequacy of the liner method. � � The space between tHe tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. ` Access holes for placing •concrete shall be space at maximum intervals of 10 feet. MEASUREMENT AND PAYMENT: Installati�n of pipe by other than open cut will be measured by the linear foot of pipe, complete_in place. ySuch measurement will be made between the ends of the pipe along the central axis as ins'talled. The work performed and materials furnished as prescribed by this item'will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut. of the type, size, and class of pipe specified as shown on plans. The furnishing of all materials, pipe, liner materials required for ASC-13 i'� M PART DA - A:DDITIONAL SPECIAL CONDITIONS installation, for all preparation, hauling and installing of same, and for all labor, tools, equipment an� incidentals necessary�to,complete the work, including excavation, backfilling and disposal of surplus material shall'be included in the Contract Unit Price as shown in the Bid Proposal. DA-6 SERVICE LINE POINT REPAIR / CL�ANOUT REPAIR:� (OMITTED) DA-7 PROTECTIVE MANHOLE `COATING��OR CORROSION PROTECTION: � � GENERAL: Scope: This section governs all work, materials and testing required for the application, of interior protective coating. �tructures designated to received interior coating are listed on the construction tlrawings. The st�uctures are to be coated, including interior' wall, top and bench surfaces. �rotective coating for corrosion protection shall meet the requirements of this Specification (and items DA-�2 and DA-13) and the Manufacturers recommendatio�s and specifications. _ 2. Description: The Contractor shall be responsible for the furnishing of all labor, supervision, materials, equip �. ent, and testing �equired for the completion of� protective coating of structures jh accordance with manufacturer's recommendations. Manufacturer5s Recommendations� Materials and procedures utilized for the lining process shall be in strict accordance with manufacturer's recommendations. 4. Corrosion Protection: Corrosion protection may be required on all structures where high = turbulence or high H2S content.is�expected,� R MATERIALS: 1. Scope: This section governs the rriaterials required for completion of protective coating of designated structures. 2. Protective Coating: The protective coating shall be a proprietary two component, 10b pe'rcent solids, rigid polyurethan� system designated as Spray Wall as manufactured by Sprayroq, Inc. or a finro-part �epoxy resin system usin� 100% solids based epoxy' binder with fibrous and flake fill�rs, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either Quadex QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Stand��rd Cement Materials. 4. Material Identification: The protectiye coating material sprayed,onto the surface of the structure shall be a urethane or �poxy resin system formulated for the application to a sanitary sewer environment. The spray system shall exhibit the minimum physical properties as follows: o4i�s�ss ASC-1�4 J � J � D D � iJ !J !J � J � a. All foreign materials shall be removed from the�interior of the stru�ture using high pressure water spray (3500 psi to 4000 psi at spray tip). , b. All unsealed lifting holes, unsealed st'ep� � holes, and voids larger than approximately one-half (1/2) irich in thic4�ness shall be filled with patching compound as recommended by the material supplier for this application. I" � c. After all repairs have been completed, remove all•loose material. . • 3. Protective Coating: . F � a. The protective coating shall be applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure � shall also be coated. J b. The protective coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and matter. ,. iJ � �OM16✓99 E PART DA - �4DDITIONAL SPECIAL CONDITIONS Property Standard Tensile Strength ASTM D-638 Flexural St►`ess ASTM D-790 Flexural Modulus ASTM D-790 � Long Term Value 5,000 psi 10,000 psi 550,Oti0 �si 5. Mixing and Handling: Mixing and �Handling of specialt� cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Gontractor to provide appropriate protective measures to ensure that materials are und�r control at all times and are not available to unauthorized personnel or animals. Alf equipment shall be subject to the approval of the Engineer. Only petsonnel thorouglily�familiar with the handling of the coating material shall�perform the spray coating operations and coating installations. � � C. EXECUTION: � , 1. General: Protective coating shall not be installed t�ntil,$he structure is complete and in place. � 2. Preliminary Repairs: 2) Place covers over the invert to prevent extraneous material from entering the sewers. ASC-15 � � PART� DA - ADL�ITIONAL SPECIAL CONDITIONS 3) If required for fiilin� or leveling, apply specialty cement product to provide a smooth surfa�e for the coasting material. ��. �.0 4) Spray the urethan� or epoxy onto the structure wall and bench/trough to a minimum unif..orm thickness of 125 mils (0.125 inches). Thickness to be verifiabl� through the use of inethods acceptable to the Engineer. Afte��the walls are coated, the wooden bench covers sha�l be removed.� 5) The final applicatiorl shall.have a minimum of three (3) hours cure time o�' be set hard to t�e touch, before being subjected to active flow. 6) No applications shal�l be r�lade to frozen surfaces or if freezing is expected to occur inside the structure within 24 hours after application. Testing of Rehabilitated I�(lanholes: Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are� complete in accordanc� with the Section D-63 - VACUUM TESTING OF SAIVITARY SEWER MANHOLES. D. MEASUREMENT AND PAYMENT: Paymfent shall be based on the Contract Unit Price Bid per vertical footi; measured from the bottorti of the frame to the top of the bench'. The ContracX Unit Price shall be payment in full for performing the work and. for furnishing atl labor, supervision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessary to stop� active infiltration prior to application of the protectiv� coating, shall be included in the above unit price. Grouting of the pipe seals, bench and� trough, and lower portion of a particular structure, if required by the Engineer, shall be paids� for separately, as specified in Section DA-8, MANHOLE REHA$ILITATION. .� DA-8 MANHOLE REHABILITATION: (OMIT`;�ED) DA-9 SURFACE PREPARATION FOR MANIWOLE REHABILITATION: (OMITTED) DA-10 INTERIOR MANHOLE COATING - M1��20SILICATE MORTAR SYSTEM: (OMITTED) t��. DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM: (OMITTED) DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: � GENERAL 1. Scope This section governs all v�>�rk, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. �Interior manhole coating shall meet the requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14. 04/16/99 ASC-16 '� � 1 t ,. PART DA - ADDIT�IONAL SPECIAL �ONDITIONS 2. Description � t . The Cor�tractor shall be responsible for the furnishing of all labor, supervision, materials, equip�nent, and testing required� for the°completion of interior coating of Dmanholes in accordance with the Contract Docume[�ts. 3. Manufacturer's Recommendations � � � � J � � � �' � � �r � Materials, mixture ratios, and procedures utilized f,�or the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialtyk� cement-based coating material (Quadex QM-1s or Reliner MSP) sprayed or trowAlled on coating over the original interior surface. B. MATERIALS 1. � � ; Scope • This section governs the materials required for aompletion of interior coating of manholes. Interior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. Specialty Cement Th� specialty cement-ba�ed coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as rrianufactured by Standard Cement Materials. 4. Materialldentification The interior manhole coating material sprayed onto�hhe surface of the manhole shall be a urethane resin system formulated for the application to a sanitary sewer environment. � Th��spray system shall exhibit the physical properti�s as follows: � � 04/16/99 � Propertv Tensile Strength Flexural Stress Flexural Modulus Standard � ASTM D-638 ASTM D-790 ASTM D-790 ASC-17 e �, Lon4 Term Value 5,000 psi 10,000 psi 550,000 psi PART DA - ADDITION�AL SPECIAL CONDITIONS C Mixing and Handling 5. Mixing and handling of specialty cement material� and interior coating material, whic�i may be toxic under certain conditions shall'be in accordance with the recommendations � of the manufacturer and in such�a manner as to minimize hazard to personnel. It is the responsibility of the ContraQtor��o provide appropriate protective measures to ensure that materials are under contrbl at all times and are not available to unauthorized. personnel or animals. All equi�nent shall b� subject to the approval of the Engineer�. Only personnel thoroughly far�niliar with the handling of the coating material shall perform the spray coating oper�ations and coating installations. EXECUTION 1. General .Manhole coating shall nqt be installed until sealing of m�nhole frame and grade adjustments; or partial manhdle replacement when required fo� the m�nhole per th�" Manhole Rehabilitation Sched�le, is complete. 2. Temperature Normal interior coating ��peration shall be perFormed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating � � The interior coating shall be applied to the manhole from the'bottom of the frame to the bench, dovim to the top of the trough. The interior coating shall be installed ih accordance with the m�nufacturer's° recommendations and the following procedure. 4 �v. 1) The surface shall b� thoroughly cleaned of all foreign materials and mattertl+ Cleaning shall b� accomplished by using high pressure water spray�� (minimum 3500 psi �t spray tip), cleaning with muriatic acid, degreaser, or other solvents as needed in order to remove any film or residue one the surface. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of pne-half (1/2) inch specialty cement product (Quade� QM-1 s or Reliner MSP) smooth surface for the urethane coating' material. 04/16/99 ASC =18 RJ � � �J � . .. ,,,—. _ PART DA - ADDITIONAL SPECIAL CONDITIONS 4) Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable tlirough tfie use of inethods acceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1s or Reliraer MSP). � 1. Testing of Rehabilitated Manholes a. Testing of rehabifitated manholes for waterti�htness shall be performed by the Contractor �after operations are complete ir� accordance with Section DA-18. DD. MEASUREMENT AND PAYMENT � � !J � � � � � � Payment shall be based on the Contract Unit Price'per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grputing of the pipe seals, benc,h and trou��, and lower portion of a particular manhole, if required by Manhol� Rehabilitation Work Sct�edule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: A. GENERAL 1. Scope , `, This section governs all work, materials and tcsting required� for the application of interior manhole coating. Manholes designatec�"for interior cd'ating are listed of the Manhole Rehabilitation Schedule, listed in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. 2. Description The Contractor shall be responsible f�r the furnishing of all labor, supervision, materials, equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents, `' 3. Manufacturer's Recommendations � Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. �Manholes � � 04/16/99 � ASC-19 PART DA - ADDITfONAL SPECIAL CONDITIONS " A 11(lanholes to be coated are of brick, block, or concrete construction. Ail manholes shall have a minimum of one-half (��2) specialty cement-based coating material (Quadex QM-1s or Reliner MSP) spra�'ed or trowelled on coating over the original interior surface. B. MATERIALS �. Scope This section governs the ma�erials required for completion of interior coating of= manhbles. 2. Interior Coating Raven Ultra High-Build epoxy Co.ating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining; systems an� designat�d as Ravena405. 3. Specialty Cement � . The specialty cement-based �oating material shall be eit�er Quadex QM-1 s as�° manufactured by Quadex, Inc. o� Reliner MSP as manufactured by Standa�d Cement r Materials. ` 4. Materialldentification ,, � Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and provide case histories of successful use or defend the ,s choice of grouting materials based on chemical ,and�physical properties, ease of application, and expected perforrtiance. These grouting materials shall �be compatible with Raven 405 interior coating. T�ie contractor shall be responsible for getting approval from Raven Lining systems and/o�the grout manufacturers forthe use of these grouting materials. ' 5. Mixing and Handling Mixing and handling°of interior coa�ng, which may be toxic under certain conditions shall be in accordance with the recomm ndations of the manufacturer and in such a manner as to minimize; hazard to personne`,I. It is the responsibility of the Contractor to provide appropriate protective measures t� ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Coating shall be pe,rformed only by certified applicators approved by the manu�acturers. C. EXECUTION 1. General 04/16/99 ASC-20 � J � � `I � � � J �] � !1 J �� `J � � � � 04/16/99 PART DA - ADDITIONAL SPECIAL �CONDITIONS Manhole coating shall not be performed until s,ealing�of manhole from frame and grade adjustments, partial manhole replacement, manhole grouting or sewer replacerraent/repairs are cbmplete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating a. Manholes scheduled 1 R�habilitation Sched�le. from the bottom of the bench/trough. � �r interior coating are shown on the Manhole The interior cpati�� shall be applied to the manhole manhole frame to the bench/trough, including the b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface.preparation shall comply with the requirements of Section DA- 9, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inc,h specialty cement-based' product (Quadex QM-1 s or Reliner MSP� smooth surface for the urethane coating material. 3) The surface prior to application may b�damp but shall not have noticeable free water droplets seeping or running water. Material shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench sprayed to the same �verage and minimum thickness as required for the walls. .y 5) The.final application shall have a minim,um of three (3) hours cure time or be set hard to the touch, before beir�g subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected, •to occur in side the manhole withi� 24 hours after application. 4. Testing of Rehabilitated Manholes a. After the epoxy liner has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the area. All blisters and evidence of uneven cover shall be repaired according to the manufacturer's recommendations. Spot check of ASC-21 J PART DA - ADDITIOt�AL SPECIAL CONDITIONS coating thickness may be made by Owner's Representative, and the contracto� shall repair these areas.as required, at no additional cost to the Owner. b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA-18 - VACUUM TESTING OF REHABILITATED MANHOLES. U MEASUREMENT AND PAYMENT Payment shall be based on the ContraCt Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price�shall be payment in full fo�` performing the work and for furnishing' �II labor, supervision, materials, equipment all testing: necessary to complete the work. Payment for grouting of. pipe seals, bench and trough and" manhole walls shall be based �on the Contract Unit Price for each manhole actually grouted. DA-14 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY LINER: (OMITTED) , DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL-SYSTEM: (OMITTED) DA-16 RIGID FIBERGLASS MANHOLE LlNERS :(OMITTED) DA-17 PVC LINED CONCRETE WALL REC�NSTRUCTION: (OMITTED) DA-18 PRESSURE GROUTING: (OMITTED�" DA-19 VACUUM TESTING OF REHABILITAT�D MA�VHOLES: (OMITTED) , DA-20 FIBERGLASS MANHOLES:� (OMITTED) DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: (OMITTED) DA-22 REPLACEMENT OF CON�RETE CUFF� AND GUTTER: Contra�ctor shall replace all damaged existing curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are as shown in Drawing No. S-S5 of the Standard Sp�cifications. Included, and figured subsidiary to this unit price, will be the required excavation into�th� street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutte� lip, with same day haul-off of the removed material to a suitable dump site. The street void shall be �flled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, s�all be added an'd leveled to grade behind the curb. Existing impr�vements within the parkway such aas water metersµ sprinkler system, etc. damaged during construction shall be replaced with same or better at no cost to the City. o4i�siss ASC-22 D Q � � D D � � PART DA - ADDITIONAL SPECIAL CONDITIONS Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of demolition to date of completion. if the contr�ctor fails to complete the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. The unit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. ' DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to deterioration or in situations where curb and gutter is replaced to �djust grades to eliminate ponding water with same day haul-off o� the removed material to a suitable dump site. For specifications goveming this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in'Drawing No. S-S5 of the Standard Specifications. , The unit price bid per square yard shall be full compensation for all labor, material, equipment, �supplies, and incidentals necessary to complete the work. ' � DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE:. (OMITTED) �'j DA-25 GRAD�D CRUSHED STONES: (OMITTED) , ' L� " J � � � � !1 � J ■J DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE: (OMITTED) DA-27 BUTT JOINTS - MILLED: (OMITTED) DA-29 REPL�4CEMENT OF 7" CONCRETE VALLEY GUTTER: DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D"� MIX): (OMITTED) This item shall include the removal and reconstruction of existin�' concrete valley gutters a� locations to be determin�d in field: Removal of existing concrete valley, asphalt pavement, concrete base, curb and gutter, and necessary excavation to install the concrete valley gu�ters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitions as shown in the concr�ete valley gutter details, shall be subsidiary to this Pay Item. ` See standard specification Item No. 314, "Concrete Pavement", �Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Concrete", Item No. 1 Q6, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of"valley gutter will be by the square yard of concrete pavement and the curb and gutter section will be included. Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". o4i�s�ss ASC-23 � PART DA - ADDITIOf��4L SPECIAL CONDITIONS Asphalt base material may be required at time� as directed by the Engineer to,expedite the work at:° locations identified in the field. . . ,� The concrete shall be designed to achieve a r�inimum compressive strength of 3000 pounds per square inch. Contractor shall work on one-hal��pf Valley Gutter at a,time, and the other half shall be�a open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed pe`r, �each half of valley gutter per day. The unit price bid per square yard for Concretc.Valley a's shown on the proposal will be full compensation for materials, labor, equipment, �tools and incidentals necessary to complete the work. � DA-30 NEW 7" CONCRETE VALLEY GUTTER: „(OMITTED) DA-31 NEW 4" STANDARD WHEELCHAIR RAMP: (OMITTED) DA-32 8" PAVEMENT PULVERIZ�,TION: (OMITTED) Contractor shall pulverize the existing pavement to a depth�of 8". After pulverization is completed, , contractor shall tempora'ry remove and store th� 8" deep pulverized i'naterial, then cut the base 2" to provide place #or the new 2" H.M.A.�. surFace. �he 2" base cut shall start.at a depth of 8" from the �; existing pulverized surface. After the� undercut o eration is completed, contractor shall spread, mix, and compact the pulverized material to a 95% c�mpaction per City's Standard Specifications or as directed by the Engineer in the field. A 5% portl�nd cement shall"be used to mix the pulverized � material. � t, DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT): (O,MITTED) DA-34 RAISED PAVEMENT MARKERS: (OMITTED) DA-35 POTENTIALLY PETROLEUM CONTAIU�INATED MATERIAL HANDLING: (OMITTED) DA-36 LOADING, TRANSPORTATION, AND E�ISPOSAL OF CONTAMINATED SOIL: (OMITTED) DA-37 ROCK RIPRAP - GROUT - FILTER FA�I�IC: (OMITTED) DA-38 CONCRETE PIPE FITTINGS AND SPEC�IALS: (OMITTED) � �� ,� I� �� a , �y � � � Ll ��l oai�s�ss ASC-24 '^ O � � � a � � a a � � � d � � � � � � � � � .� a �. � �5 �. .DET� , � �, � ,� �� , , �a I ,� � _,� ,- - � �_�_,� � � 0 , � PMS '167 (Copper} ,____ PMS 288 (6��e) � , : : 8� � ou � � � , '� � 3" �'� 3' - 1 5�� ;' 3�� , • , ., ; , , , , , , � / 1 2.25"�..,r�._I �,, ; , 1 . � o� T 0 TH � . . . � � ; , . , , , , ; White T .�'. `-� .1�'u n d s Ir� �l e tr o�_ � �,� .�, � . • � �_ . 2.25" " —"' ""�_ 3.75" � O � N 4.5" � 09i18196 � / � / � .-�--� .i � �1 � �� 1 C� � ,t.� PMS 288 (Blue) „ / '� • � � � � � % ` 4'-1.5" � � ; , �, , , , , � L / ` � � 5 � L ' f � � �--� 3.75" o�x�� ate� � .; , , -�. , o N O 4.5" ; , / ' 3" Radius `� ! '� PMS 288 (Blue) / . � 3" . - PROJECT S1GN Figure 30 Scale 1 " = 1 ` E2-1 Construction � '%— ' . . . • -•--� , . � . . . . ' • ' , ' ' .' ' , � . , � • • • ^• . • _ ' . _ D� �.��.��..: :�..�. �. : �..�.. ..� . . _.. .. . .._ .... �.._. . . .. � :� .... .. , . .� . �. : �. ... . �. �� .. � � .�. . �� . � �. . . . . �� . � .� � . . .� : .�� . o.�� .:� � . �� .�:��.�. : - F LTI�N��: � .: . .. .� .TYP��. ��C ... �. � ��. �� :��..: :.: :... � �.�...- . �� ..� �.�R ��.�. � �. � .� . ��. �.:: .�� . � � �� EN�� f�� E� � � �� . . PAV � .�`�. ��J�'A�l� �i . . D .. .. .. .. .. .. ..... , �.��. � .�-�.: �.. . : ;��.FOR �,� �. � - �� .. � ' � ,' • ' . ' ' ' I . a. . � . � �� UT� 11� � ., T� ; � � . . �..�. . � . . ,. . . . . . , .. . ,. � . � .�.. ��.� �. . � . . . . ., � ST�4l�DARD DRAi�Yit�GS . ...: �..F��G'S�. i --- 6�� . � . . . � . � . � FILE N� DRAWINGS C-322� THRU C-3230 � � .. � . � . � � .. � . � � - . � . ��. . � � . ,� i � � ��` . � .. . � . .. . . . . �� SEi�TEMRER,�1982 � �� . � . � � . � � . � �. . • � . � � . � � � .. �� . . � � . . . . ._ + I . p . - . , i . . �_ . . . �� i � - � � � � . . . � . . . - � � . � � � � i. � � . � , . � , . . � CtTY OF F'ORT 1�tORTN � TR�NSPORTI�Ti�id � fUaLfC liIORKS DE�T• • ' ..�.k...,�;,,a�,-, � cuatNFFRtidCi Q(1�1=i,�.T�1 • . f^'J � !�l � � � � ` . JQINT DEPTH �PAVEMENT l"HICKNE55 T=5' "� T =6' `� T-7� � T=a• ..� � � � � � � � � � JOINT �DEPTH ( T/4 ) �'/a' 1 %Z' 1 %q' -2• � � •A �� W U -cn w � �Q Z N �r I/4� JIL7V VIYG UVIIY 1 JGHC.HIY 1 \ �'� �'� :� .�;.•:,' �. �. SAWED JOINT FACE \I • . . . +:.�.: �„ ��''- .'.�' 3�g� DIA. CLOSED CELL EXPANDED ,.;1 �.� :,�; . POLYETHYLENE FOAM BACKER ROD '�' •'. :.� .:�: . FIRST POUR �' SECOND POUR 'COLD' JOlNT CONSTRUCTION JOINT DETAiL N0. 2 SEAL FOR LONGfTUDINAL AND TRANSVERSE CONSTRUCTiON BUTT JO(NT � N.T.S. y ' ��4 ` �� SILICONE JOIN7 SEALANT i . - . .�. \ ,. . .. .•� �-:.:.•�.•. ' SAWED JOII�T FACE ■ • • " r � � . � � ;,•:� �•�� '�� ,':�� °��".:f3lA. CLOSED CELL EXPANDED °:,�:. POLYETHYLENE FOAM BACKER ROD T :: . - ... .: . ,� , JOfNT DETAIL N0.3 SEAL FOR SAWED DUMA�Y JOINT� � N.T.S. � . M � N � ....... � �•�• � . ., � � ;,� ; '' , tt6 SMOOTH-�� ' � � =�;• . • %!+' � o ' � .,';;•1 ` r,,•; • � .:;;;:,� � ; �;;;.,: .,�:- m..�.� -----------------�\--------�--- SILICONE JOINT SEAL,ANT y POLYETHYLENE�BOND BREAKER TAPE REDWOOD EXPANSION JOINT FILLER � DOWEL SUPPORT BASKET - _. JOINT DETAIL N0. 1 �� SEAL FOR EXPANSION JOlNT N.T.S. SUPPLEMENT TO T&PW FIGURE 1: WHEN EX(ST(NG CONCRETE fS CUT, SUCH CUTS SHALL BE MAOE WfTH A CONCRETE SAW. ALL SAWING SHALL 8E SUBSIDIARY 70 TNE UNIT COST OF THE ITEM FOR WHICh SAWING IS REOUIRED. JOINT DETAILS NOS. 1, 2& 3 OF THE T&PW PAVING DETAILS SHALL BE APPLICABLE. �t C� t� �J � f� � [� � �'! C� � G� � �I �.J C�J C� C� I C..� . .� � . � � � �� .� : � : �.•..� � ;. . . , � , . . . . . . • . ' a ' , � • ' , � ' MO 7 O��S ON 2�� CCNTCAS •OiN w�TS FITN' � � ' , � '� MIN I �Al� 1OM41TUO1MAL IM OITLf4 :, . : . .. • CIST [IIlT COrC CL�S� �� EIMlO,►C[D COMCRETC . • [=�S11Mi CONC - • • • )A/ � GUTT[� ►�V(11CNi T��V(MIMi �1,E�l�LC4CNl 'IXI�i � ��AVCMLMI ' ,,��CU��•� �uTT[� , f \S�w �cuT � uw cur--� . . � ., . � . � � . • . • ` • -7 �i � I.r. � � � ��' � yY� . . ,. ' ►. , ' �!. . : . . ••�' • � 1 , • a• � �� .� •'1�� .[�� F � . . .� ' � . •• • . .. . . �� - . � ,.. ��'L'��v j�p0 0 � `�V' - ��P��0�11� [� � - • '• , • , . r • • • -od a oo�'p e� ��n .p '�vn�LrFyOap�o L�� /'/ � . � , �� O�O Y oQ.�Q�d l�0�0 oO��Q��G .' . ' . o, .f o-a�0�p��'C� . :: , �% � '^�.' �O , 1p.� f: �� r'1 � f'7 l'+o � �_ . • � � .. • . • .. . . .i. ... • '�S•�� i • " .. 2:27 COHCAETE ' ' . � � � ' . • • • ; 7t13T �43E OtTCM wAIL —� ' , .� . . ' � �`�'��l T�[MUr �IGKfIIL N�44L Y[[T [XItT. ��[ • , `►£ AN7 f .. . . . �(QUI11[M[MTf �o� •�no,►rwM u�• l�r wr 1 �'�-, towrMcT�a+ ♦s �rtC1��[o �M �7tw ' . • • . .ao2 oI T►�( tTaNOAAD /►tG1I1CA• . • • � ' 7�aMf FOM COMaT�RUCT10�, ►t+�LIC � . � , � ' . • Mowrc■ oc�r�c�rY w rowr trowTN ' • ' � . � . • ' . TCx�� o� ■�CK►ILL w! 7r(C11�lA , . ' � �^ � , • � IH ![C71(N�! U� t AMO C 2- 1 or TK • � ' !r[CIfICAT10M� /011 ■AT[11 D<rNli� • � . � � • M(N( ��aJCLTf� /OAT �OwTM M�Tt� , , • � , ' • D[17..CITY OI fOA�' 41011TM� T[1ll.l.' • . , •�' • .. �RO�O�[0 /ACIIITr M�T1�.LAT10M � . .. � . f , . . • . . . . . . � . ' r�r( . _ � � • , . OT�� . . . . . . : p i- �[INfO�C[D GOMCRCT[ ►avC�fMT SNA�� ( � M0.2' II iTELI [x13T! �M GOMC�CT( ►�vl�+lM� TO MO 1' �[��O�C[D CDMC�[T[ ►�VCN[MT tirlll •[ �E►LACEO TO OM�GIN�I. D[►TN O� TO A �[ CLT, T►�C 37[!L �MAI,L �E CUT �MD • �EIl�10ED DVt� T�iNL„�A� iHO�IM.W iN[ MIN�YUY OC�TH OF 9�w11rCN[VtA �3 TNL 3ALV�GED AS rQ331�1�( 4 M�111wUM l�� [V(M1� NOM•R[IM/OIICL� COMCIILTC,tAY(� G�fAftll StLIC( OIiTAMCC O� 11�3H�LL •[ 1�OYIOCO ' M(Mi If R(MOV(�. , NO�- �[�OINO OF �1�[ TO MATCN AOJ�LENT lECTIOfI� OR � � �/'LCUICAT►ON 40L MN{CFe(YiR tL 411C�{i11 . • • � �TYPICAL S��CTION-TR��IC� .R�P,�lR � � COi� CRETE PA�J��1ilENi �� .�� . �� .,.,-.,�,. .. . R�Y . ,,. , - r, � • . CITY OF fORT 1NORTN� ' ' , , ' ntv.- Ii-�a.�u � TF� nNSPOR TaTtON/PUEIIIC wORK S DEPT. ' � . . , ��V' � _� � j � f 1 G. 1. Fiie r+o C•3226 • ENGINEERING D��SrON � � � C� [.`.� C.._.� ' i... =J [� CJ f..=J C�.�I U U �� C� �J L_� C=7 � C. =7 C� _ � . � . : • . �. , i . . � , , . , . • . • � Ho,3 ■��S On t��t[NfE1�i �OTH rATi ti1TN � , � � ' , • ' ' , MIN 2 F�!�S L�:MGITUOIMA�, {N OIiC/i � lT. CIIA■ ' • ' � ', . . . � uJTT[■ CxitT a�1x�LT A:�NALT Su��CE �f►�ACiwENT � � [xtsT Ai►N��T .� •• tY1STIM� �• � SURf�C( ' ��2� MIM J • ' lU�IfCC •• CCII�� GUTT[R : ' �AM Cu7 • . �S.�M CUT ' • \ . 1 � '• � ``��TIGK COAT �. • � ' ' /. ��y�t �•J��..�.6a...ba� .tri'� ��:�.�i:� �' :.�j•.�.� � I • . . {, ' ., , � ' . • - t-' . , •. f. .. • . . :Yi� ' ; �., l .�;•� ,�� ; ��5;`�., :� � 't: 1 : • .�� .�.; .C/�5. • ♦ , . - ► . . .. , � � .,; �_.xi- L--u,. : � t �� . ; � � � � '� ' 1��. n.'•�'• � • � '� • � • • � •, � .. � f , � � . . �� '�� r,• �� X � o �, n C •2 �i� C*Cb • ��j,71C7 ✓..• � � � ♦ � . . �..� • ' �"r.• O� �O �O � J0� � ��,.T1 e pt,n[^J �Ip J�"�.�J L �� p _ _ - ♦ • . "� ` ' � �.�i�'p P'i�r i `"'Cai r i .�l.�p�f�P � `PD �� . JO�o i..^ • i�' o Y�d't?-�dojj� �� " [XI{T . �t� .: :.. .• • • . ' J II� . La�( �• CXIi7. CDwC. �ASC . • r . .t•• • . . • ' • • , . , . • . '. �. . � ', � . . . ',.� �t�[T COMG1iT[ • , � . ' . � � . . . • , . • . r . • - •�� , � ;'s••. \ , � . • . . • . —[XIfT SU� ■Atr � CUSS�1�11EWfORCED—� . �...c' •�L' T�(MCN t�Lx�� =H�LI MC[T [%�iT tU� iaf[ I ( If ANT ) GOMCRLTC OASC ' . ••�� r� 11COU��[M[NTf /011 011�OATIOM IWO 1/ ♦MT • • •• COM►�CTqM •! /►iCMI(p IM IiLM . ( � . ., � , ' •�•• �02 0/, iN( fT�rwwp ��(L�fICA- ' . •• ' � ' 7WM■ /O� CON1TRtlCTqM,►U�I.K . • � � •�•� , •�1 MOwKt. O(/T., CIT♦ OI� fOl1T wORfN ••. • ' � .. .. • .: r- TCXA1 Oq ��,G�KL A7 lriGi/1CD IN '• � I . • , l[ CTIOIq [ I.i /Jl0 C L-! 0/ TNC '. ' � . DITCN �I�LI • � •+. S�[GIf�CAT1OM� ►O� tirlT[R 0[/►�T- • ' I ' M[MT •�o,ItCTf. �OAT trOATN w.�T[11 . . � • , . , • • D[rT.�GITY OI /OAT toATN� i[)14i, , . . • � ' • �,: 'r . � , . � . .. � • � ' � ' . _�,�■aroSco t,�►cxtTY 1M�jr►1.LATIOM . . . ' ; . . w.. � . . ` • • ' . . � - . . , ' � ' �11[ ' ' , . , ' � :'; • . . .t �,� ,;1�� ;, �:••t . � ,t . . .. .. . , . . ' . . ' � . '� . . . iT�,i 1 • . .. •R[l�MowW COMC11[Tt �A�[ �IIL MO.=-N �T[[L [XItTt IM COMCIICT[ MO.3-R[M/owC[D GOMG11[T[ t��[ IN,1-/y.L [7t1i7 ��hu1LT Cauwt� iN�I,L K�1tlt,AC[0 TO 011HIq1� Di/TN . ��l[ TO �[ CUT. TH( tT[CL K1�� l �tlL.►C[D 1�1 1NOtint, . �[ ■[►IILLp TO TH� W11�111a1. Dll •TD A YIMIrUY V(tTN D! {'� �NAI,L �[ CUT •MD t�l,Vw�[O A� . OV(11 TIKMGI M1 TN[ IV(MT N411� ' � Kr7N. MMIYtN� ►AV[MCMT OM �L6 .I�NiCN�Y[11 1� TM[ •11�.►T[11. �0�71�1C. � YIMIYUM lA� {rl1C[ M[IM/OAGLD COMC11[T[ ��A{( It . AsrNAli fT�![T1 fN�LL �i lyZ� �1/TAwG[ OI It� wILL �C ►wOVD(O. eCrOVlo. Or Ilwt•�w�DLO suwf�GE LOpR'�i. -�CODINO Of �Ir[ TO MATC11 ADJACCHT ' • ]ELTIOM! 011 �rCCI►IC�T10N 40� MHIO�[V[!1 � '� � 1! MDRC 7TlIIMaCMT ' , ' . • • TYPICAL �S�ECTIOf� T R E N C H REPAIR .: � � � � � � .� � �� . �S�'N�LT SUR�,�C� E-� R�I��ORCED COf�C��TE B�S��':�� .�� • CIrY• OF �faRT wORTN • .� • • REY.- c-I-7� . .. TRANSPORTATION/PUOI.IC WORKS OEPT. . • ncv-u-i-ry • � ' . ' FII• Nn C-1Z27 � . EMGINFE�/NG D/V/S/ON ' .. ' REv-i2-�s-oo � � . � . .�'f/6. .C. • . Rf�-e-lo-�t � I c C� C;�. C� C.� E: �] U �J [� i� .CJ U �! �l i� C�:1 �l C�} � C7 � .— _. . ---. _ �_ — .. __...._ -- _ _. . --- _._._ -- i � � • ' , , � � . � --�—^ HO � BAAS Ott i�� CENTERS 60TH W�YS WITN . Mtl�. 2 BA�S LONGITUOINAL IM DITGH [1[I�T, CU�/ EX�f? �IIICK REPLACE SIIiCK �•• ' EXIiT •IIICK . . E1I{ST. CU�� • 6UTTER SUII/AGL SURFACE SURFACE d GUTTER � SAM CU� . � � s�►w Cur . , Y � '. • R t• �� ' ' .• •• ' � . ., ,�•'� y •�, •''''' ��._'.. r��` 1..� `/ • •., • �' 'T� , .� . . i'• ,i.r�. �. 1 ' •., �,�. `.�. �'.•. '�,�. .��„ • • � . � � � J •r _ � �' � • -. e� i .• •: J{.:,�', ��. • .•- ��, . � �� I cq . � , �1 � . . r,r�T tpF�_:'.•'.',.i �� 7,.'. � •...1 � � • • •�� - �. .,_ _ .•. , . ,.,, -��r��. z v�lw•' �t�4�[;� ,i�'. ' ,c '_ ,ti-� . ' � • txifr � • � y /%l �� o�� • z r��'��p"�-d ��j �s�. �:a �►�� - • �"co�c�crc ��%/ �//�// ///�//�j��I�L��l�c-a.-.. .� �� r n0��& �'.��r7J ��., i�'�� e ////////��%T%77'r..�_ . V r! r I11 C cn�a � aa� u.�ac ( tf ANr 1 OITCH MA�L � : •, . a ��. . r�� ' ' . . 11EOU111fYENTS r0� GIIAOAf10N ANO ��xltT. �U• ■A1[ COw►ACT10N A1 �►[CI��[D IN tTiM 11� ANY) 4pr Of TH[ �T�NDA110 1►LCl/IGA- ' TIONf l011 GONITIIUCTION, ►U�LIG WO�KS O[/f,CIT� Of f011f M011TN TF xAt OR �tKIILL A� S►tCIf1E0 IM S[CTION! [I-2 AHD C2•! OM T11[ S►[C1�iCAT10N• I�� WAT[R (y(►ARf- Y[NT ♦110d(G7l� ►p1� MtO11TN iYA;EII �[►i �CITr oI M011T NOA7N� TExAl. � M�KO MCII,ITr IM�TALtATIQN '�- �iP� I• . • - - • • - � � NOTES� ' NOJ'CONCIIET[ �AOE M��14 �[ �E'UCEO N0.!'tf StE[l [KItT� IN CONCIKT[ {A3[ Np3��E1MfOt1CiD CONG11EiE 11SE N0.1�E%157Mq /R1CK lNALI DE !I[YOVEO � 10 711��IMA� D[►TN 011 TO A M1N1- ip •L GUT� TN[ STf[L 3NA�� WIIL /[ 11CPlwCEO AS SNOWM, CAIIEFULLY TO AVOIp OAMAGE. W►MACED YUM OE�TN 0� ��. �[ CUT ANO 1A�VASLD Af'�OSS�KE. Ovt� iHE T�tNtN IN TH[ !r[NT pl11CK 1! t0 �E lICPLACED WfTH UN- A MINIMUM LA► {►IICl O�STAMC[ NON • �ltN/p��EO GONC11[TE �IAS� RAMAOED �111CK f0 MATGH ADJACENT HQ9- SFOOIHO OF �E TO W1T'dl AWACE1fT Of 1L`�IfILL ,�[ f110VID(0. •�i �LwOVEU DHICK. lECTIOH'J 0� ��CCIFICATION 40t� MH{CNEYEII • I9 No(IE lY11INt(MT. � � TYPiCAL SECTI�t�-Tf�ENCM REPAiR TY�'ICAL BR1CK� SURFACE 8� REINFORCED CONCReTE BASE • C/TY Of f0�1' WORTN nev. •.i_�e ' TRANSPORTATION/{�.UBLIC WORK DEtT. r�Ev.u. r't9 a � nev. � z-i� ..o . Fil� No. C-3228 ' . fN6lNE£�T/H6 D/V/S/ON n[v.e-�u-�a ,�'/6. J , � 4LAJ� I� nL��V1�LCY GONCItCTE �ASE � -�L.� C 7—U ��' �`�--�-� C� C� [.�.� E.�..J U 0 i� L� E� C� C�7 C� C� . _ • , . . . . , . . . . . .. �'. . • � 1[C MaT[ O �(�Or � . . , � � (3117 CW� [Yltf p,y.�C ' - �IMa.C. �(rl1,G[Y[MT • {(�-� SYIfT M►IAC • 11�11 CUA� • aV(S[R tUw/aCt • ( j � YIM J ' •.1 �UA/Kf . . .. ' , . �� UiT[11• ' • t+�I nIT-� . 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LYs7T. �s�1iLT lMa.LL 1C �[rLACLD to TNr . �� ,o�s� of�T � Clir 0� �owT �o�TK �'- �� JOT~FI'NE�Gf1A0EUM SUAfa[E CUUIl3E� . • ' •' . aAC7l/lll, A3 ?idKU IN ' . . . • TfY�� 04. • , , ' ?[CTpwf [ f- 2 UM [i. ! Ot T!K . • , • � . . . , , ��lCJIIC.�TION• /OA•y�T[11 D(►1/rT�• , . . • , • � • M(Mi M10J(CT�, /OAY 1�OrITM R4[(� ' � ■CDOIM� OF �{!!L TO MATC11 f�DdACiNT iCGT10M �• • , �[�i,LliT 0/ IO�T wU�TM� T[kA�, ' � �� OR MipIICATIOM �OZ� 1/HICH[V[II 1� MO11[ . . . , ' . .. , , • 777tNKNT. ' . '� , � • • ' , . . . . . . . ' . ' � . `� ►w�[� /LC�JTT nIfTKL�TIOq � . � . OM Y A.JOR ►110J6Tl� TN[ 1'7f o.J[ C'T [ I�MMCnt 011 Ot f1fN C 11 MUfT ' • • ' • , . • [1fK17�.i T1�4.NLL'�GTN 0I LARI�f K1lAC. MVti.tM �. ' • • • . � . . . TO MUO<t�COOfTi7q \ Ai(.IT�'f TO �fTHt71.lO COINTMlGT10N • � • z . - , • ` '►� � . , • • Loaoqa, t' r�rrwareuT[,TK Rx1. wviH o� w+n►a[ f►uLL . �• • • • • • • •� • • p7rif �rAl,(,• . • ' • . {( !ltliOVtD� K�1,ACLD 1rTTN YMWRIA7[ T11LAi1rrNT T• • • • • : • • •• . • . , • • ' . cxemna ��tc vt s��r�►a[ wTtwu�. ' � � � • ' � ' 0 T`��?I�AL S�CTl4�-�'�?�P�l�� R��AIR�.. .. �� . . � - �i'�f�IC�L__--H._ �. A. C"SUf��'�C_� � �IIT� �SOIL� �� . ' * no-r w.i ��.+..�rw�owo�trz ' � C! r Y oF �. Fo � r lirt7KiN . . � aEv-�'1�•�2 . . 7RANSP�aTATii�NlPUt1l,IC WvRK3 OEP7. � • , '. ,•��_�i_�_r� , .rx��crr�� a,v��lox � �. � ,��Y-�:.�..,o � , , , . . .. . . � , FY� Na C•SZ 2 � . . . Fir. � � � � C� �! C� � �J i� t� [� � f� i� C� t� C� C� C� ' . � . � � . .. �� . �.�. : .'. .• � . , " , . �. , . . . �.. . . .. ��•�' � :.�: . � _ aec Nort Na.i. ec�ow " ' . . . . .� . • . , " ' ' , [YrT, Cuw� ' � � . Ct1� � —7 • _ TNIRO COUftSE . ' . � . ,' .. � �U T T l R . . . iTt� � , . • . . � SECDND CfXMS£ OR 2�N.1l.A,C � � ' . •. . / • ' , � I � Flrc1T COt1147E ' • ' ' ' , ' • ' � . r^ ' ' _. . �� • : ;, ,. . �� , • . t r�"x,� ,�� . . . • . . . . . . �•_ ••. �•�• � . .. . 4 . �o/ A �` , .. . .: . • ; , • •i. . �:• � . . . • : : , .. : : �:� I � . . TR1ML COAT ' ' • � �' ' .. '�`` I . • . ' . . � C'x13T ■A�[ C04MCT[D • • � . : .. � � • � ' �--- ALL T�1tMCN faCRltLI. fM�LL IKLT ,. . •• iTONE 6x7[• . • , ,,. ��((( �(qul��w[wT� fOw s��o�T�OM �Mp` RXItT. �At[ , ��ITCs1 MA4L 1 • • • • • � �,•' •/ ' CD�✓AGTIo+� A� I►iCl/1tD IM ITIM • ►ROrO�CU MAQITY . ' , �ot ' OI TK ■TaMOJ110 �►ltII1G�� INOTALUTION --~ �� . /. TIONI 1ow CPM�7�ULT►oM, Iu�L1C v►OwKf O(IT, GtTY 0� IO�T Ma�TH, '�'E • . TC%A� oll �ACx7t� � IU STLpKD IN , .. . , • . •SECTIOHS LI-I AMf7 L2-2 OI THC • ' � ' . • V[C1►1G�TIOws /ow rl►7[11 0[►+�11T• ' � +O�S.,� • ' : •. • M[MT rwo.+�crs; 1O11T 1ifORTM•rATCII � . . COM►�CTCO CT1UlNCD 7TOML fA7[. • . • ��T�LIYY 0/ 101ri R011TN� T[XAI, . SHAIL ■[ INITA�LED A NIMIIiUM Of •� �tLDW � ' � �OTTOM D� A/�M�LT �AV[M[NT. � �• '/tMKT��T1o+1,MvlMlMT �t►LAC[MtMT' �, pEpDt►i0 Df 11�E TO H�TP1 ADJACLNT SCCTIOH/ 0!t ' ' � p��p( ��p 11ATL 0/ I�:�[ J�11D R�Tt 0� � iPECf)CAT10N �02� MHICHEVLl1 1{ MOISf- iTRlH[1(e7 ' ,�� '� ' . �+� IN'�'l.1GTW�c=AftHALT �' A�►�ICATION- 7TOM[ i UN WJOa MOJECTl, TH[ MOJECT[Mqfl[!R O!t DCltONER •.',. �•, ', 1 AC �• o so ��L. t Y. 1� t• L�./�.Y. W�T EVKUATF 7Hf fULL XIOTH oF [%tel'T�a r£METf1A71OM •• ; •. . • , • : AC �• 0 7� s�►l � r �- 7s L�J�.T. MYEMlttT AS TO TNIC104CS�� CO►OCTIOM w I�ltL[TY TO . • . ' , � M17HfT�NO CWItTTUCTiOM LWOM�. / A1'/f10M1AT[� TNC • ' . '. . • : I AG � • 0 I/ �Al 1.T. � (�+M[ •CO�T) i1 I�AY.'` R11,l, MIOTH OF SUNFACE lH�LL.L �C 11[MOv[D • 11C�lAC[D ' ' t�tTH ATT110r71U1T'E 7REJ[T11ENT TO [7tISjYN 1J��L 011 � • . • � • . �[J��11AOC MATE111AL. �N TH�1 [V[NT, 2 Ol M.►I.A. C. � • . ��N OE SUt5T1TUTiD �OR THt TN�CL COu�l[ � • : _ • . �� ►LHL1�1T10M /LYC4[MT. , • ' . �'`��1CA�L � S�CTiO4�= i"��C�� R��AI�, . �� TY�'1G�,��i��i'RATiQN PAy�i�1Ei�T �1i�1�'H �Ol �� ', ,� � � File No C-3230 � .. �cirr� of foRt �rH . . TRANSP��RTATION/PUBI.IC wuRKS �EPnRTMENT _, . !N�//�Yf£R/Nt O1V/J/ON ' . �fV-�-1-Tt � AEV-11-1-t) • , NEV• 12-�l-{U ' n(�-�-�u•�i ' ' wEYrf•�•�3 (C rf.) �f//.� J t' w , . p'�. e .� A �� ♦\+ � 4 r « �� „`,. � � � `� � , � � � � a � � ` � � ty � ♦ � n � 1' � ��m «', � a , � � :. 0 .� c � �- � L G � � � � � � � � L=J u � L! � � � - ///i EXISTING STREET PA VEMENT o�o�o-a�a�a�o�o�a�a TE�gMP�RARY PAVEMENT REPAIR SNAI.L BE H�T�R C�LD MIX ASPHALT, RDLLED 2' MINIMUM % � � � � � ��//�-' �! -' ./ � -' /��' ' �� -' -"//////, - � -. . �i/! � �!!�/.!!i/%� . - � . '. ' , ' \ � '' . . a • 'd ' � . a . i F42L 6' C11tf ACTID � ' ' FLDC-BASE l4ATF�iIA� EXIST. BASE � •, _ .. . . ,. .<. . �• • ` : , � - " � � EXCaVATQ! MA7F�tIN_ StiALL C�SIST � `� ' ` �' t�SAiERL�L FR£'E ff THIH OR � . � �� . '� � � . " � � EI..Q4CYITID P�CF� R� (JJF�S CF .: ' 1:.. • •.+ � F � SAND MATERIAL �, = ;. : : :.•. . , _ .. � 1 �'� � � aR v�.�� wtirr�, CIR GRi�NULAR �•� ''. :� • - � . EMBEDMENT ' ' '. ' ' - ' � '' � ; - •, _} . . .. •� �4 . , �C .. � �� `'. ' . . •� �' • '� • '� ..� •�- � � � ' �. �:..��": , .. ~`. t . • . • � .. . !. � .1 �t � : ' • `• � • � � `' � CRuSHED STQNE •. : „s •, , .. : -r , • � . + ; ; s; . ,; � . • h�,� • • �,1 •a � �� ,A. � � � . �v �.�-�; : • '� �!' iK f� �� .�..i�•..� ;? L.; �'�;.: � ' �,!�•.�• . �!� . i • F�� , � INCLUDED IN LINEAR FaQT BID PRICE �F PIPE EXCA�lATION, BACKF�ILL a�ND PAVEMENT REPAIR UNDER EXISTING STREETS �. . CASE 3� EXISTING PAVED STREET T❑ BE REC[]NSTRUCTED FIGURE B � � <SEWER� ALL SIZES) ' � <WATER� SIZES 16' & LARGER> ' SHEET 2 QF 2 � NTS REV� MAY 8, 1996 ` U � � � � � � � � � � � � � � . . � . - I ' M � • � • ` 1. D' �� 1�� 9w+�0<< i/Yw+t O�fo� 2f dil. ~ I; _ i' - � �o,�,�, ¢9w! fo .y�,�-«��r .":� � �,. � . ; � � � r.�,� �v�,��, ,, ;: ;; . � , � \ .vo..�P+o,�,+v,.v�•r.f caac�a�ed p;ck " ; ; �: �'-: -:K.:.: : ; �.� � � �, , s/o fs ar� pickf�rs, Ref� E2-l4 ;: ` �� . . ' • �: •:::. :; ;K:;•. .. — + � J .::""' �' �' :.�:: _. 1 � � / ; l w • 1 :;� � � � S'�'' �� / . :�: i +Q I N � . � �` . . .�i _ .. �. •' ' :,f : _� :'l rQ �� i� =.�. F• =--- - f �� / _ ;;, �'( — � . . �, :+� i � - � . . ( . . • - . � � � �: o1 Minimum 2�ows � ;'` •` j j . t '• � ��: �:.:. . .�� p�efa•rr: ed bitcu»astic joint � • �' � r•,. '. � :�; •c = ::� :c' �' � . Sea,f�nt �Ra�n-l1/ek orapp�oi �d. ... ''; ' �:' • el�UQ�,. � '-- ;t .'` f•,��~ /��/I�'If /�Y:.✓'?�! � ' ." � , '� +- C'OA�! C/Yd/e l� :�i� ;�"�. ` ' ¢X�titd 1'�O .:'lcvroli�.kc' Coticti-eft a�- s:�: ;p:�l. �; i'; ��PC dQR� , A.S.T.�1. C-�7BP�-cc�ast` : :r:i� � -.4��;: :; � � re�:�'o.-r�o'��w�v�,�Soli� .. . ;.:� � � _= -• � s¢cf�one o�' sqcwl, •�l`� I -�; ; .Pt�'• -E-2-/! �:::�:� . . _ • ..: _ . - � . � „ ' � � - � � . - ��;�� ? � '°''° ♦,, -0'' . . . �� • �� .d ' � �� 'Y��ss �v�f.f d.i..refe� � � r �� P`P� � . � :4 � �t �; � . � � � '4 , � �::t . �: . , ;L�. � ; � � . . � .Z � .t,/IN. --� - - --- - y .1 G'�'oer��•!' ; •'c p�te�s�%� -�; �;, �: •:::. :� I ' •„�,_;: ,• '_;�,' a: .��. , �:;•: :jd,;,it � _ : � O :s. ..+. �. � � .. � � �L! �'}; : : %Q:; � : • fl;� : �; :: :�: ° ••o...� ' ��'t � :>' .:6;•��.' '.• i •�i - •.�.� � .•p. •. • ••i, . 1• • �,��• — — ' � �. . � . ' � � . . •. . ;' — • -• - • . ••' i,': �'� •�t �: • o• ••'`�•'• r - • •d ••• • : �:• �I i � � l�� .��i i�, I If�fi ''' t• ...�ta. , -; ;�.:-• ;--• �-�-- ,.. ,_ — ,: �. . ,; . f'• • • �� •% . 7. �-;., o '�•' �., .. ..:, .: � ', '. .o. a: ;�`.D-' a: :ir� =y ;�R'°� :b:'�,�'ri�:'.::.%i'•~:�_� ��i�{:��o:••. . . � .,"� •' •� .7 ••;. c� . �.• '•ii.�•••' ' • •' ''' ��"• � � •� . . .. Clgsj' f � <¢p00 �`l Canc'r ft —l'� . d ".lflit/. � +� � ' FiG vRE Mm� sr,o.�a�.Po .��r�o�.E' ;� � � �,�i�acas� s-.se..�� `� � . E1-14 Material � E2-14 Construction ,J . . . . ._ .. . .. . . � � Wfiere M.N.�s are 1n street install two pr more courses of �brick.or concrete grade rings �tween �asting and top o�f brick �ne, or concrete s1ab. � D Use Cast Iron Pipe to irst Joint Behind imit of Excavation LJ Where M.N.'s are buiit i� streets to be paved� M.N. rim to be set to proposed p��ing grade & . � �..�j'�� .....� 0 i M � , 1�'� i....._ 2„ 3„ , . .!!�i � c-�� {jit - � M. . Cas 1 � f lron Tee I � � i •o . ; •: • ��r . � .1 � �� % KU / � _ �w � / Y Donc. Col 1 ar lu� ; � Q � � -Use sta�dard McKinley, � No. A24 AM. or � Equat h1.H. Frame �;=illi=jul=Jt>> ��`� Cover - Set in Mortar Install M.H. Step: Same as in Stanc�-c M.H. • �. ��' /�, �J �� p�� == y % � 0 D . = L� E �� _ . � 4 � _o„ ��1�. �a�i . m � � . . c� � . :. : , o --! f Requ i red �rov i de l�—`� � a� Stub Extens i on At' �m i t of — .� ^ ; cavation ��1�� '0 '° nd of P.E. in M.H. -- L � � �arl . 4�► ,� L / o L.3 > ? � . � Slope 1"/1' ��i / ,� : -} .Push-on �lug � '� Install Nuts � Away f rom M.H. . � W�li on M.J. ' � fitting COR-TEN " � - �� ' Botts . '�� C;oncrete• � / �— . - See / Standard 4' Dia. .� � � �j � uic � �.I . / I� - � �• � / !u� � • '.•'': . . . � ' a . a _ '' , , � g�� . � ll�t : ' . .. . : •. ; :�. ,' ,. . . . � . . : : , : .:� . :: .;. �� • • . • . , .�.' , ,� . a : Ull rust Block to end 6" In Atl irectio�s from �side Diameter � P�i pe �� 78 Grouted Invert� Use 4000� Concrete 0 TYPICAL SECTION M. H. Detai Figure l03 Vert i ca 1 to 3/4 Point of Pipe 4' dia. for sewer pipe up to 2i" dia. 5' dia. for sewer pipe 21" to 39" dia. � STANDARD FOUR �FOOT DR�P A�CCESS MANHOLE __FtGURE f 0? � E 1-14 Material E 2-14 Construction �)TE: A• Sta�card pipe Fittings shall be used to form i�verts of junction manholes whe� , p�ssible, with install.,ation as tollows; . . 1. Pipe fitting. � � �2. Pour �manhole tioor to spring line ot titting. � 3. Break out top ot fitting to spring line. . 4. Pour remainder of manhole invert to arovide vertical invert wall up to !�� 3/4 point of the larger pipe invol�ed, as dFtailed. . ' S. Steel tr.owel finish inver; ot manhole. B. When spec'ial situations prohibit use ot standard pipe fit[ings as above �u:li�,Ec, � �the inve�t shall be formed of concrEte and s[eel �roo-,el finished to pr�viue :i:�;la: � functional charac'teristics to those atrorded by the ab�ve installation. �nver-? thus formed shall be acc�mplished to the EnGineer's �atisfaction. � . � _. � A � . � / , ,� ,� � r- — +� ` „ , / / J ., . / � � r � / . � . � � � -� ---.-- - �.�_ � -- � � 'o, I ! - : � � i� i . � . ___, �. _ _ . .�. . . ��, . , ,. _, - . . . i `" � : • D , . .. , . . : � �� : , . � � D `� � � ' ' Typical Flan � A - of� M.H. Botton In Junction Manholes � � , � . � � •�. . . ' .. .� _ . p•�a b , � .A . � :Q. `':,' /l.o � . b • a „'. . •. �a• li ` /, � `�,� 6 ' 4:•i. �. p 1-•' , . � . " !, , ••' . �, . b ,b '•�•y �� .6 � 1 •L D. Conc � e t e •- . � , •,. •, � �,: , .. ' -� � .. •' • •', .- - •; • ., .. , . . _�+�';� • '• , . , . a� a - '. ,Slab • '.�'�:. • � . .�'.. . • �•� '�.�• •,. . � �.� � � ._ � , Sect i on A-�, . .. Q JUNCTION MANHOL BOTTOM � �-,s � FIGURE I � Materi�� f�-,4 Construction EZ-1�+ 0 � �J �� J � � � � � � � � � • . � srREEr o.r�r �. . . � �: } �"' 0 4.0' . N -�--1-�- _ �, � ��/ ` ` �"� - � ' � l � ' \ — � � / � -�. ' _� . 3" i'YP . `�� • � , - � '� � ,\ � ��, /- � � '� . �� . . j � � .1 ., '' ,.. � • � A� . f � ` . � � / ` T� �'. ` \ / /, � / � ` .� _ �� , � . � , . � � - :� -- -- � � � A � � %� • ' . . .\� , � �,l �. �r CONC. GDLLAA . H�IGHt ifARIES� /�' CHAMFER TYP. � �� y � � PVxt. PYHT. �. �. , � : � ` GAOUND .. '' • � t ` � 27. , ��'��y� � � — — — — — — ��'!-� %ci I �It %il 111��111 � . ; �' • � GRAOE AING � . . . CASF S .C.ISF 2 ; ' � - � � 6 � MIN , . � . • . AAM NECK • ' 3 MI.NIMUM CASE t ' � HEIGHT VARIES COCL"AA Sf�ALL � EXTEND TO � TOP OF 2.• 27 CONCRETE .��EBaR RE0.1 - SECTION A °� , � , . . , . 8-�4 AEBAAS TYP . USE 3Q00# CIASS a coNcaETE. � ;• A� .- 0 ; � CASE 2 . J� � COLLAT� Sf�lstLL EXTEND .`3' BELOK BOTTC�I OF LOh'EST GRAD�' f�ING �` ; (RE9AA REO. J � FIGURE 1�2i1 CONCRETE MANHOL� DETAIL � CO.LLAR . � Ei-20�21 MATERIAL E2-20,21 CONSTRUCTI�N 5/18/90 �/n�/o� i � � t: ,. � � � �_ 1 � � r - -� r� � i.� c-� r r t � t�.�..1 [.�..r.� i��! �--� �--� [""3 L---� . � I , Note: Curb and gutter height and .. � width- to. match extsting curb and gutter. '� � I�— 4 I/4�� i z' - o" I �/4��,� ! - h" 6" 6 1/0" SIUFE . � j 1�I� R ��r V: ''' ';y": � • •'� . .,� NOR MALLY i I j8�■ .�n '. ` '.3 : � � ' • 3� R , �• :� . . '. Q �/�� ' . :: •' ; •. f' 'r;,�;,---�.�.. . �.. , ' . `'' , : ; . •, .' U N,A.C.� �,. ��'l� ��•.Q • .� V�, ' ' ' ( ` �. j� 1•.. •. '�ravwurr� . =� 'q':� .,.• ''',� .,. . �' ..�.'4•, '•;�.. • ' , ' � �;. \\\ ••' . ,,�',.,5'�.•1•• .•p''��.� �f�%l�S.• y.:i� �'�• ':� , �•`�'� . �\� �a� . '�� '�:' ;.' •iy,'r.r�. �A�$. •.: , Q, �',r .yy, � � .. . . . , . . . . �• � .. . . .q' . �� ; . . . �AI� • STAOi LI ZEO SUpGRAUE . r, �p; � � .,_� 'I�s7�tr /�/� %i/..: //L-/'I� /�/^•/r%//! li/ ///t %/!� %//_ i%,`-//(- I�r� y//.�f/.c/i!s ///%//^: 'll/ �::. . � � � R��i� A C E�M � N'I� - _ .. . SEPA�ATE CU1�B �& �UTTE�i FOR USE WlT'M FL' EXtF3LE TYPE PAVE,MENT , � EXCAVAT10N �IMiTS � 0 � SIOPf 1��" PCA F001 (��o) � � � � � � � � � � �� a � U � � D � 0 . � 2r - i - - - � 'I � _ _ �1 COMPACTED _ � _ �M � 3' MIN. CLAY OR _ _ _ � 2-SACK CONC. ; � �----- � � � _ r `. � . . . .. .. . . . �,� _. - - .-. �� . . . . .. � EMBEDMENT SEWER MAIN CLAY DAM PR.OFILE � � �1. T. S. � _�'-. , -,�,- _-� -.^�,-, -- � �=1 I I� I I 1 �I I I�,I I I �i � �{ I f- � ��, �„�_�,.. ,.=11 _.___�,�^� . __. � T � � ;-- _, � � COMPACTED -� � � � - -' � !_ 3' ►�iN. CLAY OR � , =`'z�-' - � � 2-SACK CONC. I } ; - - - ;-=I -t�� - `I- 6" MIN. BEYOND =� � ' - �'�� I NORMAL TRENCH -� �- � '" � �WIDTH AND DEPTH �- __ -'-� � SEWER MAIN CLA'Y DAM SECTiON � N.T.S. � WA S TEWA TER - �LA Y DAM CONSTRUCTION � DA T�• FEB. 1995 � .. . _ ,...�.,�. .. � PROJECT.• FTW93213 � � --- . � � � �— � � � ABANDONED PIPE TO REMAIN � .. � • � � � �- � �. �. � � �� . 6' MIN n CUT PlPE .� ��' �° -• . REMOVE PIPE -'.. .-. .:• • . a , fr . .. • • • d .. � • � T � � . �� . • ' —.� " ._"... ' •� �` �. . � � d. • - �T— .. . . �.. 4 . . .J. :. L . O �•! ••• � • 1 /3 C.Y. 1500 psi CONCRETE PLUG D�TA(L � �� 0 WA S T�WA TER PL UG DETAIL F-OR A BA ND ONED PIPE- DA TE.• OCT. 1995 PROJEC T FTW9 5148 � � D � a D �� J � � !l � � J � � � � PART E SPECIFICATIONS � D C�i � � L�l 1� J L�J �! � �� '4' FORtd�� 0 4. 0 r s�s- -i , � . _ �� . � ��'.a . . . WATEit OEPARTI�ENT A11 materials, construction methods and procedures used in thi.s project shall confotm to Seztton5 E1, EZ� and EZA of the Fart i�orth Water t3�partment General Contract Qocuments and Genera7 Specifications, together with at�y add�tional matsria� specification�s , cflnstruction(s} or iater revision(s). (See revisions Zisted on this sheet�, Sectians E1, E2 and E2A of the� � , Fort i�orth Water llepartment General Contract Documents and General � Specifications are her-eby made�a part of this contract documznt by ref�rznce for all purposes, the same as if capies verbatim herein, and such 5ections are fi 1ed �and kept in tnz affi ce of tiie Ci ty Secretary of, the Ci ty of . For-t North as an official record of the City of Fort �lortli. SECi'I Q�� E SPc CI FI CA7IO��S 3�ruARY �. �9�� IftDEX E1 E'L MATERIAl. SPE CI FI CATI OYS CO��STRUCTI QI� SPE CI FI CATI Oi�S �2A GExE RAL pES I G�'{ DETAI LS Revisions as oi Aprii 'L0, 19�1, follow: � E1-'L.4 Backfill: (Correct minimum compaction requirement to 95� Procter density and correct P.I. vaiues as follows:)� • . e. • Additional backfill r�quirements when approved fQr use in stre�ts: ' � � . � l, Ty e B Backfill. . . (t� Maximum pla5tic inctzx (PIj sha'ti be 6 � Z. . Ty e C �ackfil] (a� Material meeting requir�ments and having a PI of 8 � or less sl�all be considered as suitable for �oni�ac�- . i�n by jett�ng � (�) Material m�eiing requirement and having a PI of 9 or more si�ali be considered for use onTy Wi ti� ^ a�eciianicai c�m�action � • E�-2.ilTrencti Kackfi7l: (Corr-��t mir�im�m compaction requirement wherav�r it appears in this section to'95� Procter de�isity except for paragrapn a.l. rrhere the p9�X modified Procter density" shall remain unchangz�j. 0 � � L�J 'J LiJ f�J � I�1 �, � � � � � � � � � � SECTIQN E�00 - MATERIAL SPFCIFICATIONS MATERIAL STANDARD E100-4 JANUARY 1, 1978 (ADDED 5/13/90) �t�p-4 WATERi'IGH7 MANHOLE iHSERiS , . , . ' E100-4.1 GENERAIr,� This standard covers the furnishing and installation of wat2rtight gasketed manhole inserts in the �ort Worth sanitary sesYer coliection system. . . . � � EiOC,-4.2 hiATERIAZS�AhD �ESIGN: , . . � . � � a: � The manhcle insert st-�all be of corrosion-pr�of h�igh d�nsity '. polyethelene that meets or exc�eds the requirements of ASTM D1248, � . � � Category 5, Type III. � . � � � � .� b. .The minimum thickness of i.he manhole insert sha11 be I/g". � � c.. The manhaiE insert shal] have' a gasket that provides positive s�a� �n wet or dry condition�s. The gasket shall be made of c]ase��cell . neoprene rubber and meet the requiremeni of ASTM D1056, ar equal. , � d. The manhole insert�shall have a strap f or removing the insert. The �. strap shall be rr�ade of minimum 1" wide woven polypropalene or nylon webbing, with'the ends treatzd to �prevent unravelling. Stainless steel hardware�shall be used to�securely attach strap ta the ►nsert. e. The� manhole insert shall have one or more vent holes or valves to � � release gasses and allow viater inflow at a rate no greatar than 1G � gellans per 24 hours. � ' • - - •D'1C0-4.3 INSTAlLATION: � . a. The manhole frame shall be cleaned of all dirt and debris before � placing the manhole insert on the rim. b. �he manf�ole insert shall be fully seated around the manhole frame rin .�to re�ard water.from seeping between ti;e cover and the manhole frame . . • ri�n, � 0 . . . 2 . i • � ? . . ' • • s• . z a . .. E100 (1) . 0 � • • . •• � i � � � i i� � � � PART F J � J � � � � � J � CERTIFICATE OF INSURANCE, CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW, � � :• � � CERTIFICATE OF INSURANCE TO: CITY OF FORT WORTH �• + DATE: 8/27/99 NAME OF PROJECT: Main 183 and 333 Draina�e Area, Sanitary Sewer Svstem Imnrovements (Groun 6. Contract 31, Part 3, Units 1,2. & 3 FILE NUMBER: Sewer Proiect No. PS46-070460410240 THIS IS TO CERTIFY THAT Hall-Albert Construction Co., 201 Northeast 29"' St., Ft. Worth. TX 76106. 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 Workers' Compensation Commercial General Liability Insurance (Public Liability) Blasting Collapse of Buildings or structures adjacent to excavations Damage to Underground Utilities Builder's Risk Automobile Liability Contractual Liability Other Policy No. Effective WVK9100869 4/1/99 KK09100836 4/1/99 KK09100836 4/1/99 KK09100836 4/1/99 KK09100836 4/1/99 KK09100836-1 4/1/99 KK09100836 4/1/99 Expires Limit of Liability 4/1/00 $2,000,000 Gen. Agg. 4/1/00 $1,000,000 Each Occ. 4/1/00 $1,000,000 Each Occ. 4/1/00 $1,000,000 Each Occ. 4/1/00 4/1/00 4/1/00 $1,000,000 Each Occ. $1,000,000 Each Occ. $1,000,000 Each Occ. Locations Covered: All onerations for the Citv of Fort Worth Description of Operations Covered: Sanitary Sewer Svstem Rehabilitation and Imnrovements The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or cancelled by the insurer in less than iive (5) days after the insured has received written notice of such change or cancellation. Where applicable, local laws or regulations require more than five days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body or by appropriate endorsement thereto attached. Agency: Aon Risk Services of Texas, Inc. Agent: Jerry P. Rose Address: 2711 N. Haskell. Dallas, TX 75204 B: b Y If Title: Executive Vice President � � Contractual Liability Other a TO: CITY OF FORT WORTH Date; NAME OF PROJECT: � PROJECT NUMBER: IS TO CERTIFY THAT : � is, at the date of this certificate, Insured by this Company with respect to the business operations herainafter described, for the type of insurance and accordance with provisions of the standard policies used by this Company, and further hereinafter described. Exceptions to standard policy noted on reverse side hereof. � TYPE OF INSURANCE Policy Effective Expires Limits of Liability a Worker's Compensation Comprehensive General Liability Insurance (Public Liability) � Blasting Collapse of Building or a structures adjacent to excavations Damage to Underground Utilities � Builder's Risk Comprehensive Automobile Liability a LJ � � � � � L�J CERTIFICATE O,� INSUl�ANCE Bodily Injury: Ea.Occunence: $ Property Damage: Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Ea.Occurrence: $ Bodily Injury: Ea. Person: $ Ea. Occurrence: $ Property Damage: Ea. Occurrence: $ Bodily Injury: Ea.Occurrence: $ Property Damage: Ea.Occurrence: $ Locations covered: Description of operations covered: The above policies either in the body thereof or by appropriate endorsement provided that they may not be changed or canceled by the insurer in less than five (5) days after the insured has received written notice of such change/or cancellation. Where applicable local laws or regulations require more than five (5) days actual notice of change or cancellation to be assured, the above policies contain such special requirements, either in the body thereof or by appropriate endorsement thereto attached. Aeencv Fort Worth Aeent By Address Title � lRl l�' C I�1 � � � l!J � LJ � LI L � � l�J l�l � �ONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46- 070460410240 HALL-ALBERT CON UCT N,, INC. CO TO By: ' 1��.,�,� Title f3 �3v/�Gl Date STATE OF TEXAS � I i COUNTY OF TARRANT � � BEFORE ME, the undersigned autl�ority, on this day personally appeared , 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 � for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN iJNDER MY HAND AND SEAL OF OFFICE this day of . 19 . Notary Public in and for the State of Texas � O � a � LJ THE STATE OF TEXAS COUNTY OF TARRANT Bo�d No. 11127418389 PERFORMANCE BOND � � a KNOW ALL MEN BY THESE PRESENTS: That we (1) HALL-ALBERT CO S'j' UC O INC. a American Autom�i�e l��u��dnce m an (2) CORPORATION of TEXAS, hereinafter call Principal, and (3) � P Y corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and aexisting under the laws of the State of Texas, hereinafter called Owner, in the penal sum of THREE HUNDRED EIGHT THOUSAND SIX HUi�TDRED EIGHTY-EIGHT AND 55/100 ..................... L� I L�J � � ($308,688.551 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE COND[TION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the of a copy of which is hereto attached and made a part hereof, for the construction of: �jUG 2 4 19g9 MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNIT 3 designated as Project No. (s) PS46-070460410240, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". � ' NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with � the pians, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harcnless the Owner from all costs and damages � which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. � . � ,;. � � L! ' . • - •,. ,.. �S. � �°t > ' . ._. _W.rc. , . «�°Se � F1 . , d' � �'� �_ ` )i . Sv "_ ' C � j � . • � . � o :`F.<:. r � F l�l I� '�I 0 PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. a AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it � does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. O � � � a � � O � � � IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the of _____ ATTEST: AUG 2 41999 /� n (Principal) Secretary C�6INSTRiJC�'IO , �NC. ��- i4) �/ BY: ! Title: q�p �� (SEAL) 201 NE 29T" STREET FORT WORTH. TX 76106 itness as to Princip Address ATTE T: _��,'`�i.�,,./.�/ {Surety) Secretary (SEAL) � (Address) American Automobile Insurance Company _ S rety BY: �/i/,j7/�,,.� � � (Att ey-in-fact) (S�isa M. Bonnot 2711 N. Haskell Avenue i�800, Da11as, TX 75204 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all ' Partners should execute Bond (5) A true copy of Power of Attomey / shall be attached to Bond by ��`!�(�' � _ Attomey-in-Fact.. ,� . (/��-�•'X�G//.�� Witness as to Surety 2711 N. Haskell Avenue 46800� nallas, TX 75204 (Address) � � - . ' • . , � ;�-�:� _ - • .._ �:a�� . F2 � • _-_ �.� � - �.�:_'- � I �J � � CI � � � � l�l n �I�' � J � � � � THE STATE OF TEXAS COUNTY OF TARRANT PAYMENT BOND � � Bond No. 11127418389 KNOW ALL MEN BY THESE PRESENTS: That we (1) HALL-ALBERT COIVSTRUCTION, INC. a (2) Corporation of Texas, hereinafter call Principal, and (3) �erican Automobile *** , a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations who may fumish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : THREE HUNDRED EIGHT THOUSAND SIX HUNDRED EIGHTY-EIGHT AND 55/100 ........................ ($308.688.55) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, dated the day of A.D. , 1999, a copy of which is hereto attached and made a part thereof, for the construction of:: AU G 2 41999 MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND, IMPROVEMEIYTS (GROUP 6, CONTRACT 31 PART 3, UNIT 3 Project No. (s) PS46-070460410240 a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at len�th herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. *** Insurance Company � • , • � �i;.�'"', . _ c . . F10 1• ': � ..' . ,., ° . ' .. � "�� i:li..e i'' �� L�J L�J � u L�J �I � !J ' �J � �I THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shalt lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipnlates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the tertns of the contract or to the work to the specifications. PROVIDED FURTHER, that no final settlement beriveen the Owner and the Contractor shall abridge the right of any benefcciary hereunder whose ciaim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the day of A.D., 1999. �1�� 2 419� /7 /1 ATTES : - (Principal) Secretary 20l NE 29T" STREET FORT WORTH. TX 76106 (SEAL) (Address) American Automobile Insuranc_ om}L„y Witness as to Principal Surery BY: (Atto y-in-fact) (5) Lisa M. Bonnot Address 2711 N. HAS el } AvPnna 46tt(ln n.,� �..,. i �.ttoeT TX %SZ��F ATT T: (Surety) Secretary (Address) � (SEAL) � � L�l CI (Address) NOTE: Date of Bond must not be prior to date of contract� (1) �2) (3) i4) (5) . (�/_-�(��GZ�m� itness as to Surety 2711 N. Haskell Avenue ��800, Dallas, TX 75204 Correct Name of Contractor A Corporation, a Partnership or an Individual, as case may be CQnect name of Surety If contractor is Partnership all Partners should execute Bond A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact.. � (Address) . . d. _ ,. . �.� :�:;. ��?:s�. ��;r;�,_ •, . .`�- . . �M�w s . , � , :, - . , t.� .� ; _ . . [..�4 . � _ _ .. . . . _ .. ., 4 : n �� n n Bond No. 11127418389 THE STATE OF TEXAS COUNTY OF TARRANT MAINTENANCE BOND �� KNOW ALL MEN BY THESE PRESENTS: That (1) HALL-ALBERT CONSTRUCTION, INC., as Principal, acting herein by and through (2) its duly authorized and (3) �erican Automobile *** a corporation organized under the � laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of - 1 � � � � I � � � I'� il 'I I THREE HUNDRED EIGHT THOUSAND SIX HUIYDRED EIGHTY-EIGHT AND 55/100 ....................... ($308,688.55) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surery 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, AUGUST 24, 1999, the performance of the following described public work and the construction of the following described public improvements: MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNIT 3 . of same being referred to herein and in said contract as the Work and being designated as project PS46- 070460410240 and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby incorporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , ' WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition for and during the period One (11 Year afrer the date af 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 lll 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 �orth, it be necessary; and, WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. *** Insurance Company 1 `t •• , , _ ' . 4 . ,. .. .f �� . ... ' r�� "7_ . sfl.':a.a i".'' • � . ` 4� . .o. c . ._ . _ . .. ' .N; u „ � ... i r . , � � O � O � � NOW THEREFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. This obligation sha1G be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be deemed an original, dated AUGUST 24,1999. ATTEST: � �� 0'►ti.� U(Principal� cretary � (Seal} � . a - OWitness as to Principal � (Address) ATTEST: a a � O i��%`��r,�3�.� (Surety) Secretary (SEAL) 4 �-�i' l. /�{J ,� � � ' Wifiess as to Surety � �� 2711 N. Haskell Avenue 46800, Dallas, TX 75204 201 NE 29TH STREET FORT WORTH. TX 76106 (Address) American Automobile Insurance Company BY: �� Sure /1,!Y�i. � �� (Attorne - n-fact) (5) Lisa M. Bonnot 9711 N H Gke11 4�800. Da11as. TX 75204 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. ' ' ' -F6 � . . . .. � , i i+�., q4 �.. _ _ n _. -�.«..s�T:M�. , � . � .. . HALL-AL$ NST TIO .INC. PRIN AL ( BY: � r � w�,� Title: L�J � � LI I�l � � � � l'1 I�I � FIREMAN'S FUND INSURANCE COMPANY NATIONAL SURETY CORPORATION ASSOCIATED INDEMNITY CORPORATION THE AMERICAN INSURANCE COMPANY AMERICAN AUT01�10BILE INSURANCE COMPANY GENERAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That FIREMAN'S FUND INSURANCE COMPANY, a California coiporation, NATIONAL SURETY CORPORAT[ON, an Ilfinois corporation. THE AMERICAN [NSURANCE COMPANY, a �ew Jersey corporation redomesticated in Nebraska. ASSOCfATED INDEMNITY CORPORATION, a California corporation, and AMERICAN AUTOMOB[LE [NSURANCE COMPANY, a Missouri corporation, (herein collectively caUed "che Companies")doeseachherebyappoint Jerry P. Rose, Don E. Cornell, Robbi Morales, and Lisa M. Bonnot of Dallas, TX thzir true and lawful Attomey(s)-in-Fact, with full power of authority hereby con(erred in their name, place and stead, to zxecute, seal, acknowled�e and deliver any and all bonds, undzrtakings, recogn�zances or other written obligations in the nuturt thereoF ____________________________________________ and to bind the Companies thereby as Fully and to the same extent as if such bonds were si�ned by the President. sealed with the cocporate seals of the Companies and duly attested by the Companies' Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. This power of attomey is granted under and by the authority of Article VI( of the By-laws of FIREMAN'S FUND 1NSURANCE COMPANY, NATIONAL SURETY CORPORATION, THE AMERICAN 1NSURANCE COMPANY, ASSOCIATED INDEMNITY CORPORAT[ON and AMERICAN AUTOi�fOBILE INSURANCE COMPANY which provisions aze now in full force and effect. This power of attomey is signed and sealed under the authority of the following Resolution adopted by the Board of Directors of FIREMAN'S FUND INSURANCE COMPANY, NATIONAL SURETY CORPORATION, THE AMERICAN INSURANCE COMPANY, ASSOC[ATED INDEMNITY CORPORATION and AMERICAN AUTOMOBILE iNSURANCE COMPANY at a meedng duly catled and held, or by written consent, on the 19th day of March, 1995, and said Resolution has not been amended or repealed: , "RESOWED, that the signature of any Vice-President. Assistant Secretary, and Resident Assistant Secre[ary of the Companies, and the seal of the.: Companies may be affixed or printed on any power of attomey, on any revocation of any power of attomey, or on any certificate relating thereto, b facsimile, and any power of attorney, any revocation of any power of attorney, or certificate bearing such facsimile signature or facsimile seal shall b valid and binding upon the Companies: IN WTfNESS WHEREOF, the Companies have caused thes_ e presents to be signed by their Vice-President, and their corporate seals to be he�q�unto affixed this 16th day of Jime ,��_ // .,,��.��,�,,,, JPEf YC � o ii "';•w �,M�N�S F t,y �Wi��,� ,.,� 8�►E ur GJ OA� 4�.p �,o � t t�.w 4`q. G,yO 1�ce ��te4 �� `.�,0.►0,».....;rU�4r� R �' x0 �` , °:o�ts • ,• ' � �'• �' - `d ?G �O � - • , • � • * ?`�i � � • � '; �,, s 6EA L;S= sevcawro � �� ,,�•, �;� x '••�` ,` � � _�' � '�s� s i o� NG F s ? "'S''• ��:'�.� 9�% s �a r t Q J' ! '411' •�� y 2Ur�0� Q y��', � , 'paa 'PQ,VCE G�� G�'�NCE��O'�e ��10URv�,a� � St � ��/I111tMN11\\n�` N�rylry11M�M�" FIREMAN'S FUND INSURA NATIONAL SURETY E AMERICAN INS SOCIATED INDEM A ERICA AUTOMOBILE INSU By i�. V -' /I J / YICC-PfCSldelll � COMPANY STATE OF CALIFORNIA ss. COUNTY OF MARIN COMPANY COMPANY � On this lhth day of .Tiinf� , 1 qAq , before me personally came Harold N. Marsh to me known. who, being by me duly swom, did depose and say: that he is a Yce-President of each company, descri6ed in and which executed the above inswment; that he knows the seals of the sud Companies: that the seals affixed to the said instrument aze such company seals; that they were so affixed by order of the Board of Directors of said companies and that he signed his name thereto by like ordec . I�I � � � � � IN WITNESS WHEREOF, I have hereunto set my hand and affixed m official seal, the day and year herein first above written. L.00AMFO ' � Commission � 1163726 Z � ,r.y� NOfOry PubliC - Cali�Ofrlia � � � Morin County ( � �, �,b�;� My Comm. Fxpires N��„I�'1 rTE � . , '1 STATE OF CAL[FORNIA ss. COUNTY OF MARIN I, the undersigned, Resident Assistant Secretary of each company, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore that Article VII of the By-laws of each company, and the Resolution of the Board of Directots; set forth in the Power of Attomey, are now in force. • Signed and sealed at the County of Marin. Dated the 24 th day of Augus t 1999 Y a��oxnw� AN'S AMfR/C 4 .��nn�wwx„„ JQ,� CD �s�af��n�'�'�iq, �F,tA Pp �.j.�p��0��f�'�.{.y Lf LY vo .p 3♦ c., . a .• e�, r�o�......;w'p�s� � GOP pir s0 :!n . oa� : � •��'' G � 'r : a�.� �• ��'•. �. ; O� _ c • • ,t' s '��` B E A L�ES' serr.a�ro � �: ..�,' ; x '� ��(�d '' _ ;� � y N � 2 �` S��• • �' / � C�4Cwd' �Q� i..11 a� G�,� ��'` �,a� ssa,� �... �e�r ��+,ij ......- o�,.. � „ NCE C� �NCE �� r,��N� In� � 360791-11-98 '''^- — _ � . .. *.. / / � � . . � - yl . r � PART G - CONTRACT �"' THE STATE OF TEXAS � � ` COUNTY OF TARRANT � � ti!! u j, ��- i:��3 m THIS CONTRACT, made and entered into by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and HALL- � ALBERT 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 foliows: MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNIT 3 And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the � said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been � identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the otl�er 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. r C:�I � � 1 ' 1 � � 1�1 � L� � 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 modifcations thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 10 counterparts in the year and say first above written. Citv of Fort Worth, Texas (Ownerl � Party of the First part � BY: ! ASST. City Manager CW � L�J � l�l l_�l � HALL-ALBERT CONSTRUCTION, INC. 201 NE 29TH STREET FORT WORTH. TX 7 �� Contractor „ n /I By: Title: APPROVED: � �.�� c.� �...�-�.�.�. � A. Douglas Rademaker, P.E. Director � Department of Engineering �W � u (Seal) WITNESSES: G?.�t.l�"i ��' Approved as to Form and Legality: �c��i� � Gary Steinberger, Asst. City Attorney �-�>7�/0 Contract �uthorization 8��- �q Date � � ATTEST: � � � a � � � z � a � w a � ��. � � � � � � �. � � � .. ... � � — � — — D� � � . .. �. S.R.F. � � 1- The Contractor shall complete the two attached Texas Water Development Board forms at time of contract execution. D2- The Contractor shall submit along with the by-monthly payroll certification the attached form SRF-74, Certification By Contractor for aLabor Standard Compliance � � � D � � D D� D D . . : . � D . � - . D � � � � 0 � _ � � a � a Q U D a � �. � O � Q Q � Q � � ED• 103 � (:�?17J 1 .� CONTR�CTOR'S ACT O�' ASSU7�.��CE STATE OF TEXAS COliNTY OF TARRANT BEFORE ME, ROBIN IAVETT , a Notary Public duly commissioned and quaIifed in and for the County of TARRArIT in che Stace of Texas came and appeared HALL-ALBERT CONSTRUCTION CO3 as represented by PHILLIP STEPHII�ISON �e , corporation's PRESIDETiT , who dectares he/she is authorized to represent HALL-ALBERT CQNSTRUCTION C0. pursuant to provisions of a resolucion adopted by said corporacion on che 19'I�i day of APRIL , 19 99 (a duly certified copy of such resolution is attached to and is hereby made a part of this document}. PHILLIP STEFI-�SON , as che represencative of �-��T CONSTRUCTION C0. declares that HALL-ALBERT CONSTRUCTION C0. assures the Texas Water Deveiogment Board that it will conszruct P�183 & 333 projecc at FT. WORTH , Texas, in accordance with sound construction practice, all laws of the State of Texas, and the ruIes of the Texas Water Development Board IF DRAti�1N AND SPECIFTED CORRECTLY BY TfiE ENGINEER. � GIVE�I LNDER MY H.�:r'D and seal of o�ce this �� da of , 199� A.D. � ` • 1 t--�Y�i {n,�. � �.a ��2� ' �,�� `�m� . � Niy Commission expires 1p -�� Z('S1i� r , F-9 0 0 � � RESOLUTION ADOPTED BY UNA1vIMOUS WRITTEN CONSENT OF THE BOARD OF DIRECTORS OF HALL-ALBERT CONSTRUCTION COMPANY D We, Hall-Albert Construction Company, Phillip Stephenson, Michael F. Hall, Janet H. � Stephenson and Dennis W. Hall, as members of the Board of Directors of Hall-Albert Construction Company, a corporation organized under the TEXAS BUSINESS � CORPORATION ACT, being a11 the members of such Boazd as presently constituted, do by this writing consent to take the following actions and adopt the following resolutions: � IT IS RESOLVED, that Phillip Stephenson, President; Michael F. Hall, Vice President; Dennis W. Hall, Vice-President; or Janet Stephenson, Secretary/Treasurer have the authority to enter into contracts on behalf of Hall-Albert Construction Company. l■, � l■J � � t� [!' � l� lJ � We direct that this consent be filed with the minutes of the proceedings of the Board of Directors of the Corporation. This consent is executed pursuant to Article 9.10(B) of the TEXAS BUSINESS CORPORATION ACT and Pazagraph 3.10 of the Bylaws of this Corporation, which authorize the taking of action by the Board of Directors by unanimous written consent without a meeting. „ EXECUTED ON April 19, 1999. � � , PHIL IP STEP�IENSON, President �� MICHAEL F. HALL, Vice President t � , ' S W. HALL, ice President : / I� �- J�NET STEPHENS N,�Sec/Treas. L�J S itF-7s � . . ' . - (SI:SB?) . Cert�ification uy Contractor � � p of I,abor Standards Complia��ce � In accordancc with Titl� 29, SubcitIe A, Part 5, Section 5.5(A)(1), cach monthIy cngincerzng c.,^timate Dmust be accompanied by the folIowing ceztificate eaecuted by cach prime concractor employing mechanics and laborcrs at the work site in which the fcderal government is to participate: � Dace � DEstimate Number: for period to DName of Project Locativn Cvntract Number Datc Con[ract Awardcd D State Revolving Fund Loan Number � ' . I.hereby certify that aII of the contract requirements as spcc�ed under the labor standards have been ;-� complied with by: � J as principal contractor and by cach subcontractar (ra.� or c�,�:a> Demploying mechanics or Iaborers at the site of tIie work, or there is a substantial dispute with respect to the requued provisions. IJ Name of Contractor/Subcontractor D� Signature and Tide � � Nofes: I. This ecrt�eation may be pIa.ced on che estimate or on a sepacate sheet attached to the Dcstimatc. . 2. The Te�as Water DeveIopment Board shall, prior to apgroving a voucher, satisfy itself that � copies of these certificates are on file with the owner. �J D D D _ .__ ��J OPRIVIT'Y OF CONTRACT. � This contracc is expected to be funded in part with funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees is, or will be, a party to this contract or any lo�ver tier contract: �,This D contract is subject to regulations contained in 31 TAC Chapter 363 in effect on the date this con�ract is executed. � DEFINITION. � The term "TWDB" means the Executive Administrator of the Texas Water Development Board, or other person who may be at the time acting in the capaci�y or � authorized to perform the �functions of such Administrator, or the authorized representative thereaf. DFINAL PAYMENT The retainage and its interest eaminQs, if any, shall not be paid to the Concraccor until the TWDB has autharized a reduction in, or release of; retaina�e on the contract work. �I DREVIEW BY OWNER AND TWDB. D (a) The Owner, authorized representatives and aaents of the Owner, and'the TWDB shall, at all times have access to and be permitted to observe and review all work, materials, equipment, payrolls, personneI records, employment condicions, material � invoices, and other relevant data and records pertainin� to this Contract, provided, however that all instructions and approval with respect to the work wili be given to ' the Contractor only by the Owner through authorized representatives or a�en�s. � (b) Any such inspection or review by the TWDB shall not subject the state of Texas to any action for damaQes. � L� � � !J DFLOOD HAZARD INSURANCE. This provisions appiies to any contract which will construct strucrures that are insurable � under the National Fiood Insurance Pro�ram of the Federal Emer�ency Management Agency. The Contractor shall appIy for flood insurance on all insurable scructures that wilI be built under this contract. A copy of the compleced applica�ion must be provided D to the owner before commencing construction of the project. The Contractor shall obtain the flood hazard insurance as soon as possible and submit a copy of the policy to the Owner. D � ARCHEOLOGICAL DISCOVERIES. • No activiry which may affect a State Archeological Landmaric is authorized until the DOwner has complied with the provisions of the Antiquities Code of Texas. The Owner has previousty coordinated with the appropriate agencies and impacu to known cultural or archeological deposits have been avoided or mitiaated. However, the Contractor D may encounter unanticipated cultural or archeological deposits during construction. � If archeological sites or historic structures are discovered after construction opera�ions are begun, the Contractor shall immediately cease operations in ttiat particular area and � notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-b096). The Contractor shall take reasonable steps to pro�ect and preserve the discove�ies un[il � they have been inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other � appropriate a�encies to obtain any necessary approvals or permits to enable the work to continue. The Concractor shall not resume work in the area of the discovery uncil authorized to do so by the Owner. � DENDANGERED SPECIES. � J � � No act.iviry is authorized that is likely to jeopardize� the continued existence of a ' threa[ened or endanaered species as listed or proposed for listing under the Federal Endan�ered Species Act (ESA), and/or the State of Texas Parks and Wildlife Code on Endan�ered Species, or to destroy or adversely modify the habitat of such species. If a threatened or endan�ered species is encountered during construction, the Contractor shall immediately cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and appIicable State statutes. These actions shall incIude reporting the encounter to the TWDB, the U. S. Fish and Wildlife Service, and the Texas Parks and WiIdlife Department, obtaining any necessary approvals or permits to enable the work to continue, or implement other mitisative actions. The Contractor shall not resume construction in the area of the �encounter until authorized to do so by the Owner. I J L (`� LAWS TO BE OBSERVED. �� LJ � � � I � � � �� J � J In the execution of the Contract, the Contractor must comply with all applicable Local, Stace and Federal laws, including but not limited to la�vs concerned wich labor, safecy, minimum wages, and the environment. The Contraccar shall make himself familiar with and at all times shall observe and compiy wich all Federal, State, and Local Iaws, ordinances and re2ulations which in any manner affect the conduct of the work, and shaIl indemnify and save harmless the Owner, the TWDB, and their representatives a�ainst any claim arising from violation of any such law, ordinance or regulation by himself or by his subconcractor or his empIoyees. HAZARDOUS MATERIALS. Materials utiiized in the project shall be free of any hazardous macerials, except as may be specifically provided for in the specif cations. If the Concractor encounters existing material on sites owned or controlled by the Owner or in material sources that are suspected by visual observation or smell to contain hazardous materials, the Contractor shall immediately notify the EnQineer and the Owner. The Owner will be responsible for the testing for and removal or disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition of hazardous materials on sites owned or controlled by the Owner. J L!1 l�J � LJ � �] � � � � �� EQUAL EMPLOYMENT OPPORTUNITY. During the performance of this contract, the Contractor agrees as�follows: (1) The Contractor will not discriminatc against any cmpIoyee or applicant for employment because of race, color, religion, sex, a�e, handicap, or national origin. The Contractor wiIl take affirmative action to enscire that applicants are employcd, and that empIoyees are treated during employment without regard to their race, color, religion, sex, a?e, handicap, or national origin. Such action shall include, but not be Iimited to the following: Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of campensation; and selection for trainin„ including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Conuactor will, in all solicitations or advertisements for empIoyces placed by or on behalf of the Contractor, state that all qualified applicants will receive considerations for employment without regard to race, color, religion, sex, age, handicap, or nation�l origin. (3) The Contractor will send to each labor union or representative of workers with which he has a collective bargaining aareement or other contract or understanding, a notice to be provided advising the said labor union or workers'representatives of the Contractor's commitments under this section, and shall post copies of the notice in conspicuous places available to employees and applicants for employmcnt. (4) The Contractor will comply with all provisions of Executive Order 11246 of September 24, 1965, the Age Discrimination in Empioyment Act of 1967,29 U.S.C.A. 621 (1985), Executive Order 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 et seq. (1985), and af the rules, regulations, and releyant orders of the Secretary of Labor. (5) The Canvactor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, and by ru]es, regulations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for purposes of investigation to ascertain compliance �with such rules, regulations, and orders. �� l�!1 I�J � C� L�J LJ � � �..�.��. I . � ': � � �M �� (6) In the event of the Contractor's noncompliance with thc nondiscrimination clauses of this contract or wich any of the said rules, regulations, or orders, this contract may be canceIed, termiriated, or suspended in whole or in part and the Contractor may be decIared ineligible for further Government ecmtracts or federally assisted construction contracts in accordance with procedures authorized in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as provided in Executive Order I 1246 of September 24, 1965, or by rule, rcgulation, or order of the Secretary of Labor, or as otherwise provided by Iaw. {7) The Corftractor wilI include the portion of the sentence immediately preceding paragraph 1. and the provisions of paragraphs 1. through 7. in every subcontract or purchase order unlcss exempted by rules, reguIations, or orders of the Secrctary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The Contractor wall takc such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncompliance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatened with, litigation with a subconuactor or vendor as a result of such direction by the admini.stering agency the Contractor may request the United States to enter into such Iitigation to protect the interest of the United States. (8) The Contractor will comply with Executive Order 11�46 based on its implementation of the Equal Opportunity Clause, specific affirmative action obli�ations reqnired by the Standard Federal Equal Employment Opportunity Construction Contract Specifications, as sct forth in 41 CFR Part 60-4 and its efforts to mcet the goaLs estabIished for the geographical area where the Contract is to be performed. The hours of minority and female employment and training musi be svbstantially uniform throughout the Iength of the Contract, and in each trade, and the Contractor shall mal:e a good faith effort to employ minorities and women evenly on each of its projects. The transfer of�minority or female employees or trainees from Contractor to Contractor or from project to pr.oject for the sole purpose of ineeting the Contractor's goals shall be a vioIation of the Conuact, the Executive Order, and the regulations in 41 CFR Part 60-4. The goaLs are expressed as percentages of the �total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federai Reei�ter in notice form, and such notices may be obtained from any office of federal contract compliances programs office or from federal procurement contracting officers (512) 229-5835. The Contractor is expected to mal:e substancially uniform progress �� D a D � D D � � �,: �� toward its goal in cach craft during the period specified. Whenever the Convactor, or any subconvactor at any ticr, subcontracts a ponion of the work involving any construction trade, it shaIl physicaIIy include in cach subconvact in exccss of $10,000 thc provisions o'f•these spccifications and the notice which contains the applicable goals set for minority and female participation and which is set forth in the soIicitations from which this contract resulted. � � � � a � C/� � � A z � w � � w .�. ... ..� � ... �.. � ..� .�.r � ..� ... �.. r.. �.� ..� .� � �.. � � APPENDIX B - EASEMENT DOCUMENTS � Three copies (in 3-ring binders) of all the right-of-entry forms and all easements � (temporary construction and permanent) obtained for this project are available for examination at the plans desk of the Department of Engineering. Bidders shall be provided with copies of any right-of-entry or easements upon request. The terms of all � Special Provisions or Conditions for easements shall be applicable. The responsive low bidder(s) will be furnished with a copy of Appendix B after award of contract. Bidders shall not remove any of the three copies from the plans desk. � L•l L�l L�l J � L�J L�J J � l� L�J � � C-.7 t-� C:"-1 ��1 t""� ['""'7 1,.�`'7 [`.� [""� i� � � f""'7 C� C""l �l C'"7 C-� 1 C-_'l City of Fort Worth, Texas �1✓I�Ayar And C,aunc�l Cammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE $�24�99 **C-17610 30CASTER 1 of 2 SUBJECT AWARD OF CONTRACT TO HALL-ALBER`f CONSTRUCTION, INC. FOR MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNIT 3 RECOMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Hall- Albert Construction, Inc. in the amount of $308,688.55 for Mains 183 and 333 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 3) Part 3, Unit 3. DISCUSSION: On January 26, 1999 (M&C C-17230), the City Council authorized the City Manager to execute an engineering agreement with Teague Nall & Perkins, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in sanitary sewer Mains 183 and 333 drainage area. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the US Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project is generally bound on the north by Beaty Street, on the south by Lancaster Avenue, on the east by Halbert Street and on the west by Handley Street. The proposed improvements consist of the replacement of approximately 3,600 linear feet of primarily 8-inch sewer pipe. The project is located in COUNCIL DISTRICT 5, Mapsco 80E and J. The project was advertised for bid June 24 and July 1, 1999. On July 22, 1999, the following bids were received: BIDDER Hall-Albert Construction. Inc. Nadezda Construction, Inc. Texas-Sterling Construction, Inc Whizcon Utilities, Inc. B&H Utilities, Inc. AMOUNT $308.688.55 312,213.00 364,549.00 374,450.00 385,197.00 TIME OF COMPLETION 90 Calendar Days In addition to the contract cost, $22,000.00 is required for inspection and survey and $16,000.00 is provided for project contingencies. Hall-Albert Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 3% M/WBE participation and documenting good faith effort. Hall-Albert Construction, Inc. identified several subcontracting supplier opportunities. However, the M/WBE's contacted in the areas identified did not respond or did not submit the lowest bids. The City's goal on this project is 18%. e� i ' a 3 0 City of Fo��; Worth, Texas A � �1✓1�' Ayar Ar�d C,aut�c�l C,ammun;cqt�an � DATE REFERENCE NUMBER LOC�jVAME PAGE $�24�99 **C-17610 0' 30CASTER I 2 0� 2 SUBJECT AWARD OF CONTRACT TO HALL ALBERT CONSTRUCTION, INC. FOR MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION dND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 3, UNIT 3 '' � FISCAL INFORMATION/CERTIFICATION: �� s �Y The Finance Director certifies that funds are available in the current capital budget, as appropriated, of the State Revolving Loan Fund. ,� o; MG:j , R� �r �� i � ,� ,� �, � .� � a � i,1 .� � I Submitted for City Manager's Office by: Mike Groomer Originating Department I3ead: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker c, � FUND � ACCOUNT ;I � (tb) 6140 6157 � (from) I PE42 6157 I � CENTER I AMOUNT �: ' 541200 4070420417500 $308,688.55 l . I � � � R � � � m � 1� CITY SECRETARY y ` APPRoUNC� CtTY c �u� �� 9s9 �� ``� l J��' �*-""�J � g�ctet�r9 of tR►�, � 1 �.axt V+Tor4h, i'ex�s e .n