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Home My WebLink About025631 - Construction-Related - Contract - William J. Schultz, Inc. dba Circle C Construction Company (2)� . ..r 1 ' 1 e � t � r � ..� � �� .� -a � _� � � c�N s�cRErARY �� 4. E. FILE CONTRACTOR'S 80NDI CONStRUCttON'S Cpp� CLIENT D�PARTMENt , ..,, �,. �—a� -ou ': �� C1TY SECRETARY CONTRACT NO , o�� C.� � � SANITARY SEWER REHABILITATION PIPE ENLARGEMENT CONTRACT "99B" "MSSPE99B" PROJECT NUMBERS: PS58-070580174960 D.O.E. No. 2823 0 rt o rt De a rtment p u��OC�OI�� :'�C��J�'� � �1 ��C��w�� f�o � � ��I, �i�zo n .� ' r.i. M� + K City of Fo�t I�Yo�th, Texas Mayor and Council Communication .. • DATE REFERENCE NUMBER LOG NAME PAGE 2/15I00 **C_� 7$5$ I 30C99B I 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION COMPANY, FOR SANITARY SEWER REHABILITATION PIPE ENLARGEMENT CONTRACT 99B (MSSPE99B) RECOMMENDATION: it is recommended that the City Council: 1. Authorize the transfer of $799,104.00 from the Water and Sewer Operating Fund to the Sewer Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Sewer Capital Project Fund in the amount $799,904.00 from available funds; and 3. Authorize the City Manager ta execute a contract with William J. Schultz, Inc., d/b/a Circle "C" Construction Company, in the amount of $713,485.00 for Sanitary Sewer Rehabilitation Pipe Enlargement Contract 99B (MSSPE99B). DISCUSSION: The work to be performed under this contract consists of rehabilitating existing deteriorated sewer lines that are under existing structures or in congested areas where open trench methods of construction would be impossible. The work to be performed under this contract is City-wide. The project was advertised for bid November 18 and 24, 1999. The following bids were received December 16, 1999: BIDDERS William J. Schu(tz, Inc. d/b/a Circle "C" Construction Companv Nadezda Construction, Inc. Hall-Albert Construction Company Texas-Sterling Construction, Inc. AMOUNT $713,485.00 $769,650.00 $794,690.00 $854,770.00 The Engineer's estimate for the project was $896,765.00 TIME OF CONTRACT 365 Calendar Days The low bidder, William J. Schultz, Inc., d/b/a Circle "C" Construction Company, is in compliance with the City's M/WBE Ordinance by committing to 8% M/WBE participation. The City's goal on this project is 8%. 9 In addition to the construction costs, $35,675.00 contingency is required for possible change orders, and $49,944.00 is required for design, inspection and survey services. . ' :w DATE 2/15/00 SUBJECT . t :. t Y City of Fort Worth, Texas Mayor and Council. .Communication REFERENCE NUMBER LOG NAME PAGE **C-17858 I 30C99B I 2 of 2 APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION COMPANY, FOR SANITARY SEWER REHABILITATION PIPE ENLARGEMENT CONTRACT 99B (MSSPE99B) FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and completion of recommendation 1 and the adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Sewer Capital Project Fund. MG:j r Submitted for City Manager's Office by: Mike Groomer Originating Department Head: A. Douglas Rademaker I FUND � (t0) � 1 &2) PS58 6140 I 2) PS58 2) PS58 � 6157 � (from) I ACCOUNT � CENTER � AMOUNT 472045 070580174960 $799,104.00 541200 070580174960 $749,160.00 531350 030580174960 $ 49,944.00 CITY SECRETARY APPROVED 2/15/00 .x .1 DATE 2/15/00 SUBJECT i City of Fo�t Worth, Texas Mayor and Council. Commur�.ication REFERENCE NUMBER LOG NAME PAGE **C-17858 I 30C99B 3 of 2 APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION COMPANY, FOR SANITARY SEWER REHABILITATION PIPE ENLARGEMENT CONTRACT 99B (MSSPE99B) I 1) PE45 538070 0709020 $799,104.00 � ORD. NO. 14097 � Additional Information Contact: 3) PS58 541200 070580174960 $713,485.00 I � A. Douglas Rademaker 6157 I 6 FO T OIZTH R -- � �_-- -�._ SANITARY SEWER REHABILITATION PIPE ENLARGEMENT CONTRACT "99B" "MSSPE99B" PROJECT NUIVIBERS: PS58-070580174960 D.O.E. No. 2823 ADDENDUM I Release Date: December 3, 1999 Bid Date: Decer.iber 16, 1999 A. A change to the SPECIAL CONTR.ACT DOCUMENTS, PART B-PROPOSAL of the above referenced project, as follows: ITEM APPROX. DESCRIPTION OF ITEMS WITH UNIT TOTAL NO. OUANTITY BID PRICES WRITTEN IN WORDS, PRICE AMOUNT 7. 200 L.F. Rehabilitation of Existing 12-inch Sewer by Pipe Bursting Method, 12" to 18" Expansion, D-56; Per Linear Foot: Dollars and Cents $ $ 8. 200 L.F. Rehabilitation of Existing 15-inch Sewer by Pipe Bursting Method, 15" to 22" Expansion, D-56; Per Linear Foot: Dollars and Cents $ $ B. The sizes for the existing sewer lines are INSIDE DIAMETER MEASUREMENTS and the sizes for th;, g;oposed seu�er lines are OUTSIDE DIAMETER MEASUREMENTS. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. Receipt Acknowledged: A. Douglas Rademaker, P. . D'uect r, epartme of ineering P i� �' � / � . � B . �.2%z'C� ohn F. Firing, P.�. .� . -- -- -- - Manager, Engineering Sarvices ��r �, J��R L L' � . :��'��,G?� i�� ENGINEERING DEPARTMENT "'�� THE CITY OF FORT WORTH * lOOO THROCKMORTON STREET * FORT WORTH, Texns 76102-6311 (81'� 871-7941 * Fnx (81'� 871-7854 �^, Printed on recycled paper FOT OTH R R __ _ _ �� -�- SANITARY SEWER REHABILITATION PIPE ENLARGEMENT CONTRACT "99B" "MSSPE99B" PROJECT NLTMBERS: PS58-070580174960 D.O.E. No. 2823 ADDENDUM II Release Date: December 9, 1999 Bid Date: December 16, 1999 A. A change to the SPECIAL CONTRACT DOCiJMENTS, PART C-GENERAL CONDITIONS C6-6.12, CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS, of the above referenced project, delete contents in its entirety and replace 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 agrees to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and employees, from and against any and all claims or suits for property loss, property damage, personal injury, including death, arising out of, or alleged to arise out of, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not anv suc/i ir:iurv. dan:aQe or death is caused, in who[e or in uart, bv t)re neQli�ence or alle,eed neQlieence of Owi:er, its of�cers, servants, or emnlovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner from and against any and all injuries to Owner's officers, servants and employees and any damage, loss or destruction to property of the Owner arising from the performance of any of the terms and conditions of this Contract, wl:ether or not such iniury or dama,�e is caused in whole or in uart bv the neQli�ence oiOwner, its of�cers. servants or emplovees. In the event Owner receives a written claim for damages against the Contractor or its subcontractors prior to final payment, final payment shall not be made until Contractor either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a release 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 camer. The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. Please acknowledge receipt of the Addendum in the bid proposal and on the outside of the sealed envelope. Receipt Acknowledged: A. Douglas Rademaker, P�E. �/� D'uec , epa ngineering /1✓ L/ v'^ . r �• ,�r gy• �l/�� ohn F. Firing, Y�.E. � Manager, Engineering Services �� ENGINEERING DEPARTMENT THE CITY OF FORT WORTH �' lOOO THROCKMORTON STREET * FORT WORTH, Texas 76IO2-6311 (817) 871-7941 * Fnx (81'� 871-7854 ;; :.1�� ^� Printed on recycled paper � , �, r ... � �, � .� SPECIAL CONTRACT DOCUMENTS FOR SAIVITARY SEWER REHABILITATION PIPE ENLARGEMENT CONTRACT "99B" "MSSPE99B" PROJECT NUMBERS: PS58-070580174960 D.O.E. No. 2823 ROBERT TERRELL CITY MANAGER LEE C. BRADLEY, JR., P.E. DIRECTOR WATER DEPARTMENT A. DOUGLAS RADEMAKER, P.E., DIRECTOR DEPARTMENT OF ENGINEERING PREPARED BY DEPARTMENT OF ENGINEERING / �� O�~'� s R +� �� i U �. ....:: � . s..s K�n�Fn+: . °S.. I �. .... . . ��39384 ; Q' �a�S1EPE�•: �' ��Js�ONA .. NG� � � ��) I `'''SG�'�=U��- GC�C�� '`�=� i�'�' �"�!� G?�� ', ��; ��:��o �[��o � .J � �, CITY OF FORT WORTH, TEXAS W14 TER DEPAR TMENT SANITARYSEWER REHABILITATION PIPE ENLARGEMENT CONTRACT "99B" "MSSPE99B" PROJECT NUMBERS: PS58-070580174960 DOE NO. 2823 � � LEE C. BRADLEY,JR. P.E. DIRECTOR WATER DEPARTMENT 1999 �. � APPROVED A. DOUGLA RA EMAKER, P.E., D/RECTOR, DEPARTMENT OF ENCINEERING �,.., / � : ; � -- -__. , � ' / � "� - � APPROVED f " �� - � `� � / `�'. � _� ' S. FRANK L'RUMB, P.E., E�LGIN�'ERINC COORDINATOR, WATER DEPARTMENT �' APPROVED �-� A � � I `1 l CEORG . BE M NESH, P.E., ASSISTANT DIRECTOR, T� /1/� � � APPROVED � 9/g/� � JO S. TERNU , P.E., ASSlSTANT DIRECTOR., TRAFFIC ENGLNEERING, T/PW / / � . �• , .'��'LC�' % :; ��L�-, f — Z — r � RECOMENDED � DATE � � `�:�sU�'GJIr�_s �'� ��!�'�} ��I: U Cr��U�Ll��1U�,�,U . ( j; 1�`�,�,te��'.f11- Ii!�!�� 0 a r r �,�. � Sealed proposals for the following: NOTICE TO BIDDERS F TITLE: SArTITARY SEWER REHABILITATION � PIPE ENLARGEMENT CONTRACT "99B"; "MSSPE99B" ' PROJECT NO. PS58-070580174960 � DOE NO. 2823 � � 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, December 16, 1999, and then publicly opened and read aloud at 2:00 P.M. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 �� Throckmorton Street, Fort Worth, Texas. One set of documents will be provided to prospective bidders for a deposit of $20.00; such deposit will be refunded if the document is returned in good condition within 10 days after bids are opened. Additional sets may be purchased on a non- refundable basis for twenty dollars ($20.00) per set. r Bid security is required in accordance with the Special Instructions to Bidders. L. Included in the above will t5e all other miscellaneous items of construction as outlined in the Plans and Specifications. � The City reserves the right to reject any and/or all bids and waive any and/or all irregularities. No bid may be withdrawn until the expiration of forty-nine (49) days from the date the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM andlor the GOOD FAITH �` EFFORT FORM ("Documentation") as appropriate is received by the City. The award of , contract, if made, will be within forty-nine (49) days after this documentation is received, but in no case will the award be made until the responsibility of the bidder to whom it is proposed to award the contract has been verified. L. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging � receipt of the addenda by initialing the appropriate spaces on the PROPOSAL form. Bids that do not acknowledge receipt of all addenda may be rejected as being non-responsive. Information regarding the status of addenda may be obtained by contacting the Department of Engineering at �A (817) 871-7910. � � � In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. You may obtain a copy of the ordinance from the office of the City Secretary. In order for a bid to be considered responsive, the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with your bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render your bid non- responsive. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME i�"�iC'i�'�j�uu(r�� U'_L�:�- .._L�:` ' � ^ P,7:;,s �r�j � �I� �i?'?, '�e�"..:� ' (�"i, i • �� ) �: , r , ��i� ll C'�IS�U��`.lit � ��. `�:rJr:F�?�� 5;'��'�?� � � CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received by the managing � department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the � City. Failure to comply shall render your bid non-responsive. � . Bidders shall not separate, detach or remove any portion, segment or sheets from the contract � document at any time. Bidders must submit the complete specifications book or risk rejection of bid. � For additional information, contact Ken Moss @(817) 871-7989. � BOB TERRELL CITY MANAGER ALICE CHURCH CITY SECRETARY �: � �,: � � � � � ' i �� Advertising Dates: November 18, 1999 November 24, 1999 Department of Engineering A. Dougl s ademaker, irector �� John Firing, P.E. Manager, Engineering Services ��iyi�u�;��l�� '��'� �� ^ �� 1 �� 6�� aG_ "��ti d ��`� �.��; � ��{' t'� �r'Ir�:r}r�� 1�'i-I��, � fl�i�yy�%, �; V J}� �� uSUo � � � �,_ SPECIAL INSTRUCTIONS TO BIDDERS � 1. PREQUALIFICATION REQUIREMENTS: 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. current financial statement, an acceptable experience record, and an acceptable ' equipment schedule and any other documents the Department may deem necessary, to the -- Director of the Water Department at least seven (7) calendar days prior to the date of the opening �.. of bids. a) The financial statement required shall have been prepared by an independent certified public � public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so prepared as to reflect the current financial status to the submitting company. This statement must be current and not more than one � (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be updated by proper verification. � b) For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and technical � level as that of the project for which bids are to be received. � c) The Director of the Water Department shall be the sole judge as to the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) Bids received in excess of the bid limit shall be considered non-responsive and will be rej ected as such. �" e) The City, in its sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. fl Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if � inadvertently opened, shall not be considered. � g) The City will attempt 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 an acceptable bidder's bond, payable to the City of Fort Worth, in an amount of not less than five (5%) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful � Revised 8/30/99 � ��D��O�� '��G�D r�� cC��G��G,�� . �o VG7�'v'�il`(:�Lup ��o � �' �.,, bidder fails to execute the Contract Documents within ten (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on � the current U.S. Treasury List, or (2) the surety must have capital and surplus equal to ten times M� t�e 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. 3. BONDS: A performance bond, a payment bond, and a maintenance bond each for one hundred (100%) percent of the contract price will be required, Reference C3-3.7. � 4. WAGE RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas, and as set forth in the Contract Documents must be paid on this project. � 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal, the City of Fort Worth reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. 6. BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601G, Tex. Rev. Civ. Stat., the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located. � "Nonresident bidder" means a bidder whose principal place of business is not in this State, but excludes a contractor whose ultimate parent company or majority owner has its principal place of �� business in this state. This provision does not apply if this contract involves federal funds. � The appropriate blanks of the Proposal must be filled out by all nonresident bidders in order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically � disqualify that bidder. 8. PAYMENT: If bid amount is $25,000.00 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, � � Revised 8/30/99 � >, � ^ �� ,�)� p � �,:��r�o��o�:� �� .. � �� ; ��``u ��: G� ��G?� �r�o ��'�'`'LIn�4 �i�U�o � � ul u �� '� l�l 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 occupational qualification, retirement plan, or statutory requirement. Contractor further covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for suoh employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statuory requirements. Contractor warrants if will fully comply with the Policy and will defend, indemnify and hold the j'} City harmless against any claims or allegations asserted by third parties or subcontractors' �,� alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. ,��1 %� LJ L�J � u L�J � L�J L' � 10. DISABILITY: In accordance with the provisions of the Americans with Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on the basis of disability in the provision of services to the general public, nor in the availability, terms, and/or conditions of employment for applicants for employment with, or employees of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's provisions and any other state and local laws concerning disability and will defend, indemnify, and hold the City harmless against any claims or allegations asserted by third parties or subcontractors against the City arising out of Contractor's and/or its subcontractors' alleged failure to comply with the above referenced laws concerning disability discrimination in the performance of this agreement. 11. MINORITY AND WOMEN BUSINESS ENTERPPRISES: In accord with City of Fort Worth Ordinance No. 11923, as amended by Ordinance 13471, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises •in City contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In order for a bid to be considered responsive the AFFIDAVIT STATEMENT included within these bid documents must be completed and submitted with the bid. Failure to submit the completed AFFIDAVIT STATEMENT shall render your bid non-responsive. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The Documentation must be received by the managing department no later than 5:00 p.m., five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom the delivery was made. Such receipt shall be evidence that the Documentation was received by the City. Failure to comply shall render your bid non-responsive. �Revised 8/30/99 � U L�J a12. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) on the contract and (� payment thereof. Contractor further agrees to permit any audit andlor examination of any books, L� records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or � the commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate Federal State or local laws or ordinances relating to false � statements. Further, any such misrepresentation facts (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a periocl of time of not less than three (3) years. � �L*�J � I� � L� � � � LJ �'I� I� Revised 8/30/99 � � .. -, � � � C1�'�' ( Of FOI"t �11�Ot'th Minority and Women gusiness=Enterpr'��e�ecifications ATTACHMENT 1A Page 1 of 2 � MBE/WBE UTtLIZf1�I��N�/G F�� c,V�.� c �� -�9�D� 2�bPf��2q38 � PRl E C PANY NA � ( � BIO DATE ��►'� i ` ` G � ��„� ,EC7 t�WME 1 �� ) � n�� n� PROJECT NUMBER �° f,� � � � �M/WBE PRO CT GOAL: �� I M/R'BE PERCENTAGE ACHIEVED: �� f�ailure to complete this � form, .in its entirety . with supporting documentation, and received by the � Managing Department'on_or-before 5:OO�p.m. five {5)�City.busi�ess days�after bid opening,�ezclusive of bid opening:date, wili sult in�the�bid being considered non-responsive to bid specifications. �The undersigned.bidder agrees to ente� into�a foRnal ag�eement with the MBE and/or WBE firms for.work listed in� this �hedu�e� �cmnditioned. upon �execution� of.a contrac# with the City of Fort Worth. The intentionaf andlor knowing !�isrepresentation of facts is grounds for consideration of disqualification and will result in�the bid'being consiaered � non-responsive to specifications. � Company Name, Contact Name, �e�� Specify All Contracting Specify All Items to be Dollar Amount Address, a�d Telephone No. Scope of Work (•) Supplied(•) ,�.; . < F� U` � on - Nr �.a � x `1 U F,. � 2 � ....1�.:_� o.�._..�o�� n�'�s.�,� �I � _..�-r _o r. � ,��?�.�--� � � � � PiV/ � � � 5 �_� s. �e��,o� d �"D,.�� s�� 3 � ��^ � - .e ►" � C. � ,%iR�Ytif,�O`l P c�t �'a q ,� 5 6 � . � �r�� _ -� � , � � /� a•�{ itD Nuu�,y, � �aYJdr � �� . N�,�� 5qn� �` � N� �� P 1a�0 n y �Qn d � o �� /� � �— � I- cr� �, i/3 /�aa�, d� � �'/ 33 � � MMfBEs muat be located in the 9(ninej couMy marketplace or esurenUy dolna business In the marketplao� at the ttme of b(d. � 1 . . , . .,�i) Specity ail areas in which MWBE's are to be uti{ized andlor ttems to ba supplied: � A completa IlsUng of ftsms to be aupptied is required in oMer to recetve credk tovrMd the M11NBE goai. �) IdenHfy each Tter level. Tier. Meana the levei of subcorttrac8ng below the ptime contractorlconsuttant, i.e., a direct payment from the pttme contractor to a subcontractor la cortsldered 1" der, a paymaM by a subcornracto� to fta suppller ts conaidered 2°� der. � . TNtS FORM (V UST BE RECEIVED BY 7HE MANAGING DEPARTMENT BY 5.00 p.m., FIVE (5j CI7Y BUSINESS DAYS AFTER BID � OPENING, EXCLUSIVE OF TNE BID OPENING DATE Rev. s!?!9s � M ATTACHMENTt, Page 2 c Ci�y of For� Worih Minority and Women Business Enterprise Specifications MBE/WBE UT1LtZATiON ompany Name, Contact Name, " certtflec� � Address,•and Telephone No. � ] �� ,�.� �:�?�,� o s 5� �/ r'r u/ l. �""� 7��0 � , �/>- yg'3-�lbo 3 � � ----- .._ _ J—'-----�-�--� � �.�..__........ __,..._.___. . ..__. ._. Specify Atl Contracting Specify All Items to be Dollar Amount .. � ScOpe of Work (•) Supplied(') ,�� • �. F • , � f /l.�i�c pC� ,>, e ,� _' �.,� G� : bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding . �al woric performed by aII subcontractors, inciuding MBE(s) and/ar WBE(s} arrangements submitted with this bid. �� ,., bidder also agrees to attow an audit andior examirtation of any books, records artd frles held by their company t wil! substantiate the actua! work pe�formed by the MBE(s) and/or WBF(s) on this contract, by an authorized �} �er or emptoyee of the City. Any intentional and/or knowing misrepresentation of facts witl be grounds for � ilnating the contract or debartnent from City woric for a period of not less than three (3) years and for initiating 'ion under Federal, State or Local laws conceming false statements. Any failure to compiy with this ordinance and ' �tes a material breach of contract may resuit in a determination of an i�responsible offeror and barred from icipating in City work fo� a period of time not less than one (1) year. A^L� Es a WB MU T BE CERTIFIED BY THE CITY BEFORE CONTRACT/ AWARD � �P/J 0'( l.�(� � v� � G{. r v l �1 • c/1 �-c ��z. ori�ed Sign�ure , � / PNnted Signature � �,�.P ►-�.�t- � L'CJ ' ' , � � lt C mp y Na e Y!� ��-k �re s � �a �h �State2ip Code �f� II S �/� U.c-�I . J!t �� a� 7� ��y'a Contact Name and Titie (if different) Tetephane Number (s) g�� -a9 �- Fax Number s��—�9� Date ��G � ,/ 9s � �tS FORM MUST BE RECEfVEO BY iHE 1 G DEP RiME M/1NAG N A NT BY 6:00 p.m.� FfVE (5j CITY BUSINESS DAYS AFTER OPENlNG, EXCLUSIVE OF THE B1D OPENIHG DATE � Rev. 617J�a � ~b � �� L■J L�J t'�ll � , � � � L!�J L�l I� L�J � L!J �� '.. : 't•'•. This proposal must not be removed from this book of Contract Documents. TO: Robert Terrell City Manager Fort Worth, Texas PROPOSAL FOR: The furnishing of all materials, except materials specified to be furnished by the City, equipment and labor for the installation of approximately 2500 L.F. of Pipe Burst Pipe, 6" to 8", 2500 L.F. of Pipe Burst Pipe 8" to 8", 1000 L.F. of Pipe Burst Pipe 8" to 10", 200 L.F. of Pipe Burst Pipe 8" to 12", 200 L.F. of Pipe Burst Pipe 10" to 10", 200 L.F. of Pipe Burst Pipe „ „ „ „ „ „ 10 to 12 , 200 L.F. of Pipe Burst Pipe 12 to 15 , 200 L.F. of pipe Burst Pipe 15 to 18 , an all necessary appurtenances and incidental work to provide a complete and serviceable project designated as: SAI�IITARY SEWER REHABILITATION PIPE ENLARGEMENT CONTRACT "99B"; "MSSPE99B". Sewer Project No. PS58-070580174960 Doe No. 2823 Pursuant to the foregoing 'Notice to Bidders', the undersigned Bidder, having thoroughly examined the Contract Documents, including plans, special contract documents, and the General Contract Documents and General Specifications for Water Department Projects, the site of the project and understanding the amount of work to be done, and the prevailing conditions, hereby proposes to do all the work, furnish all labor, equipment and material except as specified to be furnished by the City, which is necessary to fully complete the work as provided in the Plans and Contract Documents and subject to the inspection and approval of the Director of the City Engineering Department of the City of Fort Worth, Texas; and binds himself upon acceptance of this Proposal to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be required by the Contract Documents for the performing and completing of the said work. Contractor proposes to do the work within the time stated and for the following sums: � ITEM APPROX. DESCRIPTION OF ITEMS WITH �� r�� NO. OUANTITY BID PRICES WRITTEN IN WORDS IJNIT TOTAL PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) � � �� ' �i ITEM APPROX. DESCRIPTION OF ITEMS WITH LJNIT TOTAL NO. OUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT (Furnish and install, including all appurtenant work, complete in place, the following items) (D-No. refers to related items in the Part D Special Conditions:) 1. 2500 L.F. Rehabilitation of Existing 6-Inch Sewer by Pipe Bursting Method, 6" to 8" Expansion, D-58; Per Linear Foot: �-' Dollazs o a an „-,,r-, Cents '$ y� oa $%�ODo 0 2. 2500 L.F. Rehabilitation of Existing 8-Inch Sewer by Pipe Bursting Method, 8" to 8" Expansion, D-58; Per Linear Foot: , � ��,,. Dollars �, G and V�� Cents $ 39' � v $ 9%�5'P� O 3 1000 L.F. Rehabilitation of Existing 8-Inch Sewer by Pipe Bursting Method, 8" to 10" Expansion, D-58; Per Linear Foot: � ,� Dollars c� G? and� �4� ,n,� Cents $ S`D ° ° $ �Z�O �D ►_,� . - 200 L.F. Rehabilitation of Existing 8-Inch Sewer by Pipe Bursting Method, 8" to 12" Expansion, D-58; Per Linear Foot: , -� Dollazs G an � �r� Cents $ .�� G $ /O ��O O G 5. 200 L.F. Rehabilitation of Existing 10-Inch Sewer by Pipe Bursting Method, � 10" to 10" Expansion, D-58; Per Linear Foot: , /,. 0.,�. Dollars o U � J �� Cents $ � �% $ / 0 �L� � � � � � � � � � � � � � � � � � 1 � � � � � ITEM APPROX. DESCRIPTION OF ITEMS WITH L71VIT TOTAL NO. OUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 6. 200 L.F. Rehabilitation of Existing 10-Inch Sewer by Pipe Bursting Method, 10" to 12" Expansion, D-58; Per Linear Foot: - �G� .��- Dollars p� � �-�� Cents $ S�� $ / / � � O � G 7. � � 10. 200 L.F. Rehabilitation of Existing 12-Inch Sewer b�ipe Bursting Method, 12" to ' Expansion, � � D-58; Per Linear Foot: �O .� 1 � �e � l�fi'� � o Dollars � and �� Cents $ � �% � v $ �� U 200 L.F. Rehabilitation of Existing 15-Inch � Sewer by Pipe Bursting Method, 15" to "1'x°' Expansion, D-58; Per Linear Foot: ' �� pC,7 c� G °s' �� _. _ _�,--.?-. � � Dollars �`5^ ,y 1(� �DOU . J'$�� Q D and ir-,,.r� a Cents $ -�� 50 E.A. �tandard 4-Foot Diameter Manhole to 5 Feet Depth, D-20; Per a h: p-�z� �� a.� �, �n� �� d ,�� Doii�s o� Cents $ /SD D $ 7s'p 00 � � 100 V.F. Additional Depth Over 5 Foot of Standard 4-Foot Diameter Manhole, D-20; Per Vertical Foot: Dollars and �> Cents $ � D �% 90 $ 9000 �o � � D � � � � � � Q O � � � a a � Q D ITEM APPROX. DESCRIPTION OF ITEMS WITH � LTNIT TOTAL NO. OUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 11. 12. 13. 14. 5 E.A. 10 V.F Standard 4-Foot Diameter Drop Manhole to 5 Feet Depth, D-20; Per Each: �� .�Q�, �.�,,., „�'�, � Dollars and /rw Cents $�Z3 o C� U$ // S�'p C� � c Additional Depth Over 5 Foot of Standard 4-Foot Diameter Drop Manhole, . D-20; Per Vertical Foot: � _ Dollars o G o � and �,.,,� Cents $ /s� $ /v`�a U 40 E.A. Fiberglass Manhole to 5 Feet Depth, D-21; Per Each: � �� . .�,Ca.Q✓�� X�,� � � Dollars o � G and � �..� Cents $ /�� $ %� � Q � 80 V.F. Additional Depth Over 5 Foot of Fiberglass Manhole, D-21; Per Vertical Foot: and " ' - J `G%�� Dollars �, Q Cents $ �S� $ S`�O'D � G 15. 5 E.A. Shallow Manhole, Per Fig. 106, D-20; Per Each: �e �� .��v� �.:,-, �-�r � Dollars o a and .-vL�� Cents $ /3o D $ �o S� � � � 16. 100 E.A. Concrete Collar for Manhole, Per Fig. 121, D-20; Per Each: _�.� .�.�.��. � and �� Dollars o � d d Cents $,�OQ $ ,;� 0� �D � � � O � � � � a � � � � � Q � � � D ITEM APPROX. DESCRIPTION OF ITEMS WITH LJNIT TOTAL NO. OUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 17. 100 E.A. Watertight Manhole Inserts, D-20; Per Each: an ��1 vi,-u� Dollars pp O �/ Cents $ J�O $ �O f�C� 18. 5 E.A. Adjust & Seal Existing Manhole, D-20; Per Each: at�� .� x..�,,,-, ,� �✓ Dollars �' �' c� �� ,�r � Cents $ ''�� $ � �� D 19. 15 E.A. Remove Existing Sewer Manhole, D-23; Per Each: r,s .0 � Doliars �' � a U and iycf� ents $ �.�C� $ 97�� •I�I�A�1�� Pre-Construc�ion Cleaning and Television Inspection of Sanitary Sewer Line, D-49; Per Linear Foot: _ �-� �� Dollars �D Cents $ y $ ��DO � � 21. 7000 L.F. Post-Construction Television Inspection of Sanitary Sewer Lines, D-48; Per Linear Foot: �'n-P Dollars and ,.,/ j� Cents $ %`'�� $��-�� o G J �� 22. 100 E.A. 4-Inch Sanitary Sewer Service Tap, D-22; Per Each: �u.,� � L�,.,,/ , rdi Dollars � d p G and ��, � Cents $� � 0 $�a 40� T? �� a a � � � � � � � � � a � � a � � ITEM APPROX. DESCRIPTION OF ITEMS WITH LTNIT TOTAL NO. OUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 23. 10 E.A. 6-Inch Sanitary Sewer Service Tap, D-22; Per Each: �a n �.D m �l.t �� A D AY L�I+C�s Q Q Q(� and —�-o Cents $ 70 0 $ 70� o 24. 25. 26. 100 L.F. 4-Inch Sanitary Sewer Service Line Connection > 4' Length, 0-10' Depth D-22; Per Linear Foot: �,.�, , Dollars �-a and .�-�-t� Cents $ / 9 $/��D oG 100 L.F. 4-Inch Sanitary Sewer Service Line Connection > 4' Length, 10-12' Depth D-22; Per Linear Foot: ��:�-r�-� Dollars o 0 0 � and .c�-Lv `� Cents $� O $�O � o 100 L.F. 4-Inch Sanitary Sewer-Service Line Connection > 4' Length, 12-14' Depth D-22; Per Lineax Foot: �� Dollars and �-`C� Cents $ � � � � $ � � � � 0 6 27. 20 L.F. 6-Inch Sanitary Sewer Service Line Connection > 4' Length, 0-10' Depth D-22; Per Linear Foot: 28. 20 L.F . �u�-� Dollars o0 and ,n,� Cents $ � � $ L/C�O � � 6-Inch Sanitary Sewer Service Line Connection > 4' Length, 10-12' Depth D-22; Per Linear Foot: .,�� r�� Dollars � U p v and �.n Cents $ � � $ y� D � , a � D � D � � � � � a � � � � � � � � ITEM APPROX. DESCRIPTION OF ITEMS WITH LTNIT TOTAL NO. OUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 29. 20 L.F. 6-Incr Sanitary Sewer Service Line K�� 31. K�� ut-em� . �.� r-�) Dollars o C� and .-�� Cents $ �� $ `�`�D Connection > 4' Length, 12-14' Depth D-22; Per Linear Foot: 100 L.F. Point Repair 0-10' Depth; D-58; Per Linear Foot: _��.�_.� �'� and ,n, � 100 L.F 100 L.F. 33. 2000 L.F 34 ��7 5 E.A. 25 E.A. Dollars � Cents $ �� $ �C��3 � Extra Depth Point Repair, 10-12' Depth, D-58; Per Linear Foot: „�,�- Dollars oo nG an �, Cents $ y0 $ �/O OC� � Extra Depth Point Repair, 12-14' Depth, D-58; Per Linear Foot: ��, �J� Dollars QG Q �� and U �, Cents $ �O $ �O� O Trench Safety System, D-19; Per Linear Foot: � Dollars 0 O and _�� Cents $ . lD $ �D � Cut and Plug Existing Mains All Sizes; Per Each: �� , ,,,, ,�,� a �% Dollars C5 0 an �� Cents $ �OC� $ �S"�� O Job Move-in; D-44; Per Each: � d�,�M � �P � Dollars oC� d �% .�u� Cents $ S O� $/� S � � '-E�►I � � � � � � � � � � � � � � � � � .� D ITEM APPROX. DESCRIPTION OF ITEMS WITH NO. OUANTITY BID PRICES WRITTEN J,�T WORDS 36. 10 E.A. Emergency Situation Job Move-In D-53; Per Each: �T TOTAL PRICE AMOUNT B72P �f,q..,,.,,, �,n. ��(i Dollars o G - o G and �,� Cents $ f0 0 0 $/D� � C'9 37. � 39. ��I�� 50 L.F. Hydro Mulch Seeding, D-39; Per Linear Foot: .�..� and ��.� v Sodding, D-39; Per Linear Foot: �A l -P r� and �, 5 C.Y. Crushed Limestone, D-15; Per Cubic Yard: �m_ and n--v,� Dollars �o o c� Cents $ o? $ /�?S' Dollars oC, a G Cents $ J`^ $ �Sd Dollars o G Cents $ �� $ SO a � 40. 5 C.Y. Class `B' Concrete (#2500); Per Cubic Yard: ��A,��,..P Dollars GaG DG and �� U Cents $�,� $,3 7 S^ 41. 42. 5 C.Y. Class `E' Concrete (#1500); Per Cubic Yard: � and �-u� � 50 C.Y. Rock Riprap, D-32; Per Cubic Yard: � and `� �> � Dollars p G o G Cents $ �S�' $ �7S^ Dollars Q U O C� Cents $ �i�D $ o�� Q ITEM APPROX. DESCRIPTION OF ITEMS WITH LJNIT TOTAL NO. OUANTITY BID PRICES WRITTEN 1N WORDS PRICE AMOUNT 43. 10 S.Y. Concrete Sidewalk or Driveway Replacement, D-14; Per Square Yard: �.,�e� ��.�-P. Dollars ca0 � �j and �„ Cents $ �,5 $ � �S'C� 44. 50 L.F. Concrete Curb and Gutter Replacement, D-14; Per Linear Foot: �p��M, Dollars �,d a G and �-u > Cents $ �� $ �% � 45. C� 47. ,; 50 L.F. Brick on Reinforced Concrete Base, Fig. 3; Per Linear Foot: and ��,J ..r� � 100 L.F. Concrete Pavement on 2:27 Concrete Base, Fig. 1, D-16; D-17; Per Linear Foot: � and `�irLr � 250 L.F. Min 2-Inch HMAC on 2:27 Concrete Base, Fig. 4, D-16; D-17; Per Linear Foot: .��ic�, and `� .��-u ) 100 L.F. 2-Inch HMAC on 2:27 Concrete Base, Fig. 5, D-16; D-17; Per Linear Foot: ,�l�r �.r �-P and � �� .. Dollars � �' d � Cents $ S-S $ o� %�5�'U Dollars o a p �"J Cents $ � $ �D � C� Dollars � (� Cents $ ,�D �� $ ��C� Dollars � � � C� Cents $ �� $ 3v�0 D a � � � � � � � � � � � � D � a � � � ITEM APPROX. DESCRIPTION OF ITEMS WITH IJNIT TOTAL NO. OUANTITY BID PRICES WRITTEN IN WORDS PRICE AMOUNT 49. 100 L.F. Min 1-1/2-Inch HMAC on Reinforced 50. 51. 52 53 � �j C1 Q and� ��ir-�� Centss $ ,S�Q $ .S�ODD Concrete Base, Fig. 2, D-16; D-17; Per Linear Foot: 100 L.F. 2-Inch HMAC on 8" Crushed Stone Base (Temp. Pvmt.), Fig. SR, D-16; D-17; Per Linear Foot: ..��,.,, Dollars � U o G and� �v � Cents $ /�i $ /.S-Z�d 100 L.F. 2-Inch Hot or cold Mix Rolled Temporary Pavement per Fig. A, D-33; Per Linear Foot: ,�� Dollars o p o G and .�-,� > Cents $ � $ ��O � 100 L.F. Flex Base Material for Temporary Pavement Repair, Fig. A, D-33; Per Linear Foot: ,_%� Dollars O Q p� and �� Cents $ /O $ �a� 0 100 S.Y Replace Paving in Parking Areas, D-18; Per Square Yard: _ �!��, � Doii�s �Q o G and U .�,z(� Cents $ �� $ 3(� � (� oG �,� � � 3 ys�s^ �, �, TOTAL AMOUNT BID $ �� o��,S B-10 �l ��J L�J L� �■J � � � L�J L! � PART B - PROPOSAL (Cont.) . Within ten (10) days after acceptance of this Proposal, the undersigned will execute the formal contract and will deliver an appr�ved Surety Bond and such other bonds as required by the Contract Documents, for the faithful performance of the Contract. The attached bid security in the amount of 5% is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth, as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has been furnished at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by City Ordinance No. 7400. The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 365 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 j'� Nonresident bidders in the State of , our principal �� place of business, are required to be percent lower than resident bidders by state law. A copy of the statue is attached. , � � L�1 1� � � Non resident bidders in the State of , our principal place of business, are not required to underbid resident bidders. �B. T�e principal place of business of our company or our parent company or majority owner is in the State of Texas. � B-11 � � � � � � � � � f 1 � i � � � � � � I(we) acknowledge receipt of the following addenda to the plans and specifications, all of the provisions and requirements of which have been taken into consideration on preparation of the foregoing bid: Addendum No. 1(Initials) C�' S Addendum No. 3(Initials) Addendum No. 2(Initials) l�%�-S' Addendum No. 4(Initials) � Respectfully submitted, ��iQm ��chu��Z1/7C. G7'UGL C//"C�E � C,. O/�S /i"u C //D/7 By�� s��- � � Titlej•� / /`"/�S/C�'2rt � Address: �O .�ox ��3�� o,� � ��, Txas Telephone: �/��9��/��.� (Seal) Date: .decemd�r /6' /949 8-12 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 Disqu.alification 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 DOCUMENTS Consideration of Proposals Minority Business Enterpise Women-Owned Business Enterprise compliance Equal Employment Provisions Withdrawal of Proposals Award of Contract Return of Proposal Securities Bonds Execution of Contract Failure to Execute Contract Beginning Work Insurance Contractor's Obligations Weekly Payroll Contractor's Contract Administration Venue C4-4 SCOPE OF WORK C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Schedule of Operations C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C5-5 CONTRnL OF WORK AND MATERIALS C5-5.1 Authority of Engineer CS-5.2 Conformity with Plans C5-5.3 Coordination of Contract Documents C5-5.4 Cooperation of Contractor C5-5.5 Emergency and/or Rectification Work CS-5.6 Field Office C5-5.7 Construction Stakes C5-5.8 Authority and Duties of Inspectors CS-5.9 Inspection CS-5.10 Removal of Defective and Unauthorized C5-5.11 Substitute Materials or Equipment CS-5.12 Samples and Tests of Materials C5-5.13 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 C5-5.18 Final Inspection (2) � C2-2 (4) 'q C2-2 ( 4 ) .� C2-2 (4) C2-2 ( 4 ) . ., C2-2 (4) C2-2 ( 5 ) . - C3-3 (1> .j C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) (2) (2) (2) (2) (4) (4) (4) (4) (7) (7) (7) (8) C4-4 (1) C4-4 (1) C4-4 (1) C4-4 ( 2 ) C4-4 (2) C4-4 (3) C4-4 (4) C5-5 C5-5 CS-5 C5-5 CS-5 C5-5 C5-5 CS-5 CS-5 Work C5-5 C5-5 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 C5-5 (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) �� .�„� ,� � � � � � �r � PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, l, 1987 TABLE OF CONTENTS � � �, � � C1-1 Cl-l.l 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-l.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Conditions 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 Streets and Alleys Unpaved Streets and Alleys 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 Bid Security C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 Cl-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 (1) (1) (2) (2) (2) (2> (2) (2) (2) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4> (4) (4) (5) (6) (6> (6) (6> (6) (6) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) (1) ' 0 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 and Retainage Withholding Payment Final Acceptance Final Payment Adquacy of Design General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-8 (1) C$-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) � � � �I i � � � � 1 1 C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 C7-7.15 C7-7.16 C7-7.17 C8-8 C8-8.1 C8-8.2 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, Warnings and Watchmen Use of Explosives, Drop V�eight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for Damages Adjustment of Relocation of Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished ��y City Use of a Se,:tion of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment �1ork Schedule Time of Commencement and Completion Extension of time of Completion. Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of tne Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities linit Prices (3> C6-6 C6-6 C6-6 C6-6 C6-6 (1) (1) (1) t2) (2) C6-6 (3) C6-6 (4) C6-6 (4) C6-6 (5) C6-6 (6) C6-6 (8) C6-6 (8) C6-6 (10) C6-6 (10) C6-6 (10) C6-6 C6-6 C6-6 C6-6 C6-6 C6-6 «�> (11) (11) (12) (12) (12) C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 C7-7 (1) (1) (1) (2) (2) (3) (4) (4) (4) (5) (6) (6) C7-7 (7) C7-7 (7) C7-7 (9) C7-7 (10) C7-7 (13> C8-8 (1) C8-8 (1) � C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in puUlic advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents constitutes the notice to bidders. � C1-1.4 PROPOSAL: The comgleted written and signed offer or tender of a bidder to perform the work which the Owner desires � to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read and not rejected by the Owner. �, C1-1.5 BIDDER: Any persan, persons, firm, partnership, company, association, corporation, acting directly or throu�h a duly authorized representative, submitting a proposal for perForming the work contemplated under the Contract Documents, constitutes a bidde.r. C1-1.6 GENERAL CONDITIONS: The General Conditions are the '� usual construction and contract requirements which govern the performance of the work so that it will be carried on in � accordance with the customary procedure, the local statutes, and rer�uirements of the City of Fort Worth's charter and promulgated ordinances. Wherever there may be a conflict between the General ! Condition5 and Special Conditions, the latter shall take �� precedence and shall govern. C1-1..7 SPECIAL CONDZTIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other ele�nents of the Contract Bocuments they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or � part of the Contract Docurnents which sets forth in detail the requirements which must be met by all materials, construction, � workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, � etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BOND: The bond or bonds are the written guarantee or � security furnished by the Contractor for the prompt and ----- r C1-1 (2) -� CR � � � � PF�RT C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITIONS C1-1.1 DEFINITIONS OF TERMS: Whenever in these Contract � Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood and interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained in the General Contract Documents and the Special Contract Documents. � � � � a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the-following items: PART A- NOTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIONS (CITY) ' (Developer) PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT � � � � � � � (Sample) (Sample) White White Canary Yellow Brown �reen E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PART E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H- PLANS (LTsually bound separately) C1-1 (1) 1 C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official of the City of Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort Worth, Texas, or his duly authorized reoresentative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particular duties entrusted to them. C1-1.20 CONTRACTOR: The person, persons, partnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative. A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 SURETIES: The Corporate bodies which are bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satis�actory fulfillment of the Contract and for any and all requirements as set forth in the Contract Documents and approved changes therein. C1-1.22 THE WORK OR PROJECT: The completed work contemplated in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and i�cidentals necessary to produce a completed and serviceable project. C1-1.23 WORKING DAY: A working day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the performance of the principal unit of work for a period of not less than s�ven (7> hours between 7:00 a.m. and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be prescribed by the City Council of the City of Fort observance by City employees as follows: observed as Worth for C1-1 (4) �� , � iw � � � r-, L.� � faithful performance of the contract and include the following: a. Performance b. Payment Bond c. Maintenance d. Proposal or to Bidders, Bond (see paragraph C3-3.7) (see paragraph C3-3.7) Bond (see paragraph C3-3.7) Bid Security (see Special Instructions Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-1.11 PLANS: The plans are the drawings or reproductions therefrom made by the Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, preliminary drawings and such supplemental drawings as the Owner may issue to clarify other drawings or for the purpose of showing changes in the work hereinafter authorized by the Owner, The plans are usually bound separately from other parts of the Contract Documents, but they are a part of the Contract Documents just as though they were bound therein. C1-1.12 CITY: The City of Fort Worth, Texas, a municipal � corporation, authorized and chartered under the Texas State Statutes, acting by and through its governing body or its City Manger, each of which is required by charter to perform specific duties. Responsibility for final enforcement of � Contracts involving the City of Fort Worth is by Charter vested in the City Manager. The terms City and Owner are synonymous. � � � C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. C1-1.14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. C1-1 (3) ' � C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement between the Owner and the Cont.ractor covering some added or deducted item or feature which may be found necessary and which was not specifically included in the scope of the project on which bids were submitted. Increase in unit quantities stated in the proposal are not the subject matter of a Change Order unless the increase or decrease is more than 25$ of the amount of the particular item or items in the original proposal. Al1 "Change Orders" shall be prepared by the City from info.rmation as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces applied over the natural unimproved surface: 1. Any type of asphaltic concrete with or without separate base material. 2. Any type of asphalt surface treat�nenL, not including an oiled surface, with or without separate base material. 3. Brick, with or without separate base material. 4. Concrete, with o.r without separate base material. 5. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, alley, roadway or other surface is any area except. those defined above for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area between the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: parallel lines two ( 4' ) feet back of exists. � � i � � The roadway is defined as the area hetwe�n (2') feet back of the curb lines o.r four .�i the average edge oF pavement where no curb C1-1.32 GRAVEL STREET: A gravel street is any unpaved strPet to which has been added one or more applications of gravel or simil�r material othe.r than the natural material f�und on the street surface beFore any i;norovement was made. Cl-1 (6) � � � � � � 1 C� �. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. King, Jr. Birthd3y. 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 � Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the City Council may determine When one of the above named holidays or a special holiday is �" declared by the City Council, falls on Saturday, the holiday -�+ shall.be observed on the preceding Friday or if zt falls on Sunday, it shall be observed on the following Monday, by those "'� employees working on working day operations. Employees � working calendar day operations will consider the calendar holiday as the holiday. � � � LJ r � � C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State Highway Transportation Day �f f ic ials ASCE - American Society of Civil CFS - Cubic Foot per Engineers Second LAW - In Accordance With ASTM - American Society of Min. - Minimum Testing Materials Mono.- Monolithic AWWA - American Water Works $ - Percentum Association R - Radius ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O.D. - Outside Diameter Asph. - Asphalt Elev.- Elevation Ave. - Avenue F - Fahrenheit Blvd. - Boulevard C - Centigrade CI - Cast Iron In. - 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 - Square Yar3 Max. - Maximum L.F. - Linear Foot D.I. - Ductile Iron Ci-1 (5) � forms or other parts of the Con�ract Documents will be considered as approximate only and will be used far the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actual guantities of work perforned or materials furnished in strict accordance with the Contract Documents an3 Plans. The quantities of work to be performed and materials to be furnished may be increased or• decreased as hereinafter provided, without in any way invalidating the unit prices bid or any other requirements o.f the Contract Documents. � ..� � C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: � F3idders are advised that the Contract Documents on file with � the Owner shall constitute all of the information which the Owner will furnish. Al1 additional information and data which � the owner will supply after promulgation of the formal contract documents shall be issued in the form of G�ritten addenda and shall become part oF the Contract Documents just as though such addenda were actually written into the original Contract Documents. � Bidders are re uired � q , pri�r to the filing of proposal, to read � and become familiar with the Contract Documents, to visit the site of the project and examine carefully all local conditions, to inform themselves by their own independent �� res�arch and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of the conditions which will be encountered during the construction "'! of the project. They must judge for themselves the � difficulties of the work and all attending circumstances affecting the cost of doing the work or the time required for -q its completion, and obtain all information required to make an intelligent proposal. No information given by the Owner or any representative of the Owner other than that contained in the Contract Dacuments and officially promulgated addenda ther�to, shall be binding upon the Owner. Bidders shall rely •-� exclusively and solely upon their own estimates, investigation, research, tests, explorations, �nd other 3ata wh.ich are necessary for full and complete information upon ,� which the proposal is to be bas�d. It is mutually agreed that the submission of a proposal is prima-Facie evidence that the -�.� bidder has made the investigations, examinations and tests herein required, Claims for additional compensation due to " variations between conditions actually encountered in construction and as indicated in the Contract Documents will not be allowed. The logs oF Soil Borings, if any, showing on the plans are for ° general information only and may not be correct. Neither the � C2-2(2) .� � �� SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 I�TERPRETATION AND PREPARATION OF PROPOSAL � C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with �' proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon ': which bid prices are requested. The Proposal form will state the Bidder's general understanding of the project to be completed, provide a space for furnishing the amount of bid security, and state the basis for entering inta a formal � contract. The Owner will furnish forms for the Bidder's �,� "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed *+ with the Director of the City Water Department one week prior � to the hour for opening of bids. The financial statement required shall have been prepared by � an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate state licensing agency, and shall have been so � prepared as to reflect the current financial status. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is being prepared, the previous statement shall be � updated by proper verification. Liquid assets in the amount of ten (10$) percent of the estimated project cost will be �, required. �' For an experience record to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the same nature and magnitude as that of the project for which bids are to be received, and such experience must have been on projects completed not more than five (5) years prior to the date on � which are to be received. The Director of the Water department shall be sole judge as to the acceptability of � experience for qualification to bid on any Fort Worth Water , Department project. The prospective bidder shall schedule the equipment he has '� available for the project and state that he will rent such �' additional equipment as may be required to complete the project on which he submits a bid. � C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of work and materials to be furnished as may be listed in the proposal �' �J C2-2(1) w � � C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the City Manager or his representative in the official place of business as set forth in the "Notice to Bidders." It is the Bidder's sole responsibility to deliver the proposal at the proper time to the praper place. Th� mere fact that a proposal was dispatched will not be considered. The Bidd�r must have the proposal actually delivered. Each proposal shall be in a sealPd envelope plainly marked with the word "PROPOSAL," and the name or description of the pr.oject as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Propos3ls actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration o.f a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested For non-consideration are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication �t any time prior to the time set for opening proposals, orovided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfiec� that a written and duly authenticated confirmation of such telegraphic communication over the signature of the bidder was mailed prior to the proposal opening timeo If such confirmation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. C2-2.10 PUBLIC OPENING OF PROPOSAL: Proposals which have been properly filed and For which no "Non-consideration Request" has been received will be publicly opened and read aloud by the City Manager or his authorize3 representative at the time and place indicated in the "Notice to Bidders." All proposals which have b�en opened and read will remain on file with the Owner until the contract has been awarded, Bidde.rs or their authorized representatives are invited to be present for the opening of bids. C2-2.11 IRREGULAR PROPOSALS: Proposals shall be considered as being "Irregular" if they show any omissions, alte.rations of £orm, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the C2-2(4) � ,� ..� � � _, J � � ..� � L� J � � Owner nor the Engineer guarantee that the data shown is representative of conditions which actually exist. I!w C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his �„� Proposal on the form furnished by the Owner. All blank spaces applicable to the project contained in the form shall be � correctly filled in and the Bidder shall state the prices, � written in ink in both words and numerals, for which he proposes to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case � of discrepancy between the price written in words and the price written in numerals, the price most advantageous to the City shall govern. '= If a proposal is submitted by an individual, his or her name must be signed by him (her) or his (her> duly authorized agent. ,,,� If a proposal is submitted by a firm, association, or � partnership, the name and address of each member must be given, and the proposal must bE signed by a member of the firm, association, or partnership, or by a person duly � authorized. If a proposal is submitted by a company or corporation, the company or corporate name and business address must be given, and the proposal signed by an official � or duly authorized agent. The corporate seal must be affixed. Power•of Attorney authorizing agents or others to sign proposal must be properly certified and must be in writing and � submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alteration of words or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or contain unbalance value of any items. Proposal tendered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unopened. � C2-2.6 BID SECURITY: No proposal will be considered unless it is accompanied by a"Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as � evidence of good faith on the part of the Bidder, and by way .; of a guaranty that if awarded the contract, the Bidder will within the required time execute a formal contract and furnish —, the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract �i is awarded or other disposition is made thereof. The bid security of all other bidders may be returned promptly after � the canvass of bids. � C2-2(3) � � , � � �.,� � � � , � Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of the City. Tendering a propasal after the closing hour is an irregularity which cannot be waived. C2-2.12 DISQUALIFICATION OF BIDDEFtS: Bidders may be disqualified and their proposals not considered for any of, but not limited to, the following reason: a. Reasons for believing that collusion exists among bidders. b. Reasonaple grounds for believing that any bidder is interested in more than one proposal For work contemplated. c. The bidder being interested in any litigation against the Owner or wher� the Owner may have a claim against or be engaged in litigation against the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a pr�vious contract. e. The bidder having performed a prior contract in an unsatisfactory mar�ner. f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. g. UncQmpleted 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: 1. Financial Statement showing the financial condition of the bidder as specified in Part "A" - Bpecial Instructions. 2. A current experience record showing especially the projects of a na�ture similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgm�nt of the �+ Engineer, is disqualified under the requirements stated � herein, shall be set aside and not opened. , � � � C2-2(5) � � The Contractor shall post the required notice to that effect on the project site, «nd, at his request, will be provided assistance by the City af Fort Worth's Equal Employm�nt Officer who will refe.r any qualified ap�licant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals were opened. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the proposals £or a reasonable time, not to exceed forty-five (45) days after the date of opening proposals, and in no event will an award be made until after investigations have been made as to the responsibility of the proposed awardee... The award �f the contract, if an award is made, will be to the lowest and best responsible bidder. The award of the contract shall not become effective until the Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied the proposals which, in its judgment, would not be considered for the award. All other proposal securities, usually those of the three lowest bidders, will be retained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise diaposed of the bids, after which they will be returned by the City Secretary. C3-3.7 BONDS: With the execution and delivery of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amounts herein required, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in an amount nat less than 100 percent of the amou.nt oE the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by r�ason of negligence of the Contractor, or improper execution of the work or the use of inferior materials. This nerformance �� ..,� � � ...�, .J -� �1 � C3-3 (2) �� , PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: � C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals will be t�bulated on the basis of the quoted prices, the quantities shown in the � proposal, and the application of such formulas or. other methods of bringing items to a common basis as may be established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated c�uantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be considered as the amount of the bid. � Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to � proceed with the work in any manner as maybe considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned Business Enterprise (WBE) on the ' contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an �examination of any books, records, or files in the possession ' of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature will be grounds for �ermination 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 „J bidding on future Contracts with the Owner for a period of time of not less than six (6) months. � C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. � � � C3-3 (1) � � new surety satisfactory to the Owner. No payment will be made under the contract until the new surety or sureties, as required, have qualified and have been accepted by the Owner. The contract shall not be operative nor will any payments be due or paid until approval of the bonds by the Owner. C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the Owner has by appropriate resolution, or otherwise, awarded the contract, the Contractor shall execute and file with the Owner the Contract and such bonds as may be required in the Contract Documents. No contract shall be binding upon the owner until it h�s been attested by the City Secretary, approved as to form and legality by the City Attorney, and executed for the Owner by either the Mayor or City Manager. C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the Awardee to execute the required bond or bonds or to sign the required contract within ten (10) days after the contract is awarded shall be considered by the Owner as an abandonment of his proposal, and the Owner may annul the Award. By reason of the uncertainty of the market prices of material and labor, and it being impracticable and difficult to accurately determine the amount of damages occuring to the Owner by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agreed amount of damages which Owner wi.11 suffer by reason of such failure on the part of the Awardee and shall thereupon immediately be forfeited to the Owner. The filing of a proposal will be considered as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor shall not commence work until authorized in writing to do so by the Owner. Should the Contractor f�il to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, commence the physical execution of the cont.ract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he has obtained all the insurance required under the Contract Documents, and such insurance has been approved by the Owner. The �rime Contractor shall be responsible for delivering to the Owner the sub-contractors' C3-3 (4> r � bond shall guarantee the payment for all labor, materia�s, equipment, supplies, and services used � in the construction of the work, and sriall remain in full force and effect until provisions as above � stipulated are accomplished and final payment is made on the project by the City. � b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the generai guaranty which is set forth in paragraph C8-8.10. .�, c. P�YMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest version thereof, , supplying labor and materials in the prosecution of the work provided for in the contract being constructed under these specifications. Payment Bond shall remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. � , No sureties will be accepted by the Owner which are at the tim� in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the � at any time by the Owner, to that effect and the � J contract be determined unsatisfactory notice will be given the Contractor Contractor shall immediately provide a C3-3 (3) � � � 5. Builder's risk (where above-qround structures are involved). b. Contractual Liabili�y (covers all indemnification requirements of Contract). � d� AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY ' DAMAGE: The Contractor shall procure and maintain, during the life oE this Contract, Comprehensive Automobile Liability insurance in an amount not ,.� less than $250,000 for injuries including accidental death to any one person and subject to -�; the same limit for each person an amount not less � than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. �� e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insurance required under the above paragraphs shall provide adequate protection for the Contractor and �; his sub-contractors, respectively, against damage claims which may arise from operations un3er this �� contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, an3 also against any of the following snecial hazards which may be encountered in the performance � of the Contract. �., f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract � Documents in amounts and by c�rriers satisfactory to the Owner. (Sample attached.> Al1 insurance "? requirements made upon the Contractor shall apply ,,j to the sub-contractor, should the Prime Contractor's insurance not cover the �� sub-contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The insurance and bonding companies with whom the Contractor's insurance and performance, nayment, � maintenance and all such other bonds are written shall be represented by an agent or agents having � an office located within the city limits of the C3-3 (6) � � � �' certif.icate of insurance for approval. The prime contractor shall indicate on the certificate of insurance in�luded in the documents for execution whether or not his insurance covers � sub-contractors. It is the intention of the Owner that the insurance coverage required herein shall include the coverage ,■� of all sub-contractors, � � � a. COMPENSATION INSURANCE: The Contractor shall maintain, during the life of this contract, Workers' Compensation Insu.rance on all of his employees to be engaged i:n work on the project under this contract, and for all sub-contracto.rs. In cas� any class of employees engaged in hazardous work on the project under this cont.ract is not protected under the Workers' Compensation Statute, the Contractor shall provide adequate employer's general liability insurance for the protection of such of his employees not so protected. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure and shall maintain during the life of this contract Contractor's Comprehensive General Liability Insurance (Public Liability and Property Damage Insurance) in an amount not less than $500,0.00 covering each occurrence on account of bodily injury., including death, and in an amount not less than $500,000 covering each occurrence on account of property damage with $2,000,000 umbrella policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set forth for public liability and property damage,,the following insurance: 1. Contingent Liability (covers Gene.ral Contractor's Liability for acts o£ sub-contractors). 2. Blasting, prior to any blasting being done. 3. Collapse of bui.ldings or structures adjac�nt to excavation (if excavations are to �e performed ad�acent to same). 4. Damage to underground utilities f_or $500,000. r � � C3-3 (5) � � � � matter associated such as maintaining adequate and approp:riate � insurance or security cove.rage For the project. Such local authority for administration of the work under the Cont.ract shall be maintained until all business transactions executed „� as part of the C�ntract are complete. Should the Contractor's principal base of operations be other than in the Fort Worth-Dallas metropolitan area, notification " of the Contractor's assignment of local authority shall be ,� mad� in writing to the Engineer in advance of any work on the project, all appropriately signed and sealed, as applicable, �-� by the Cont.ractor's responsible officers with the � understanding that this written assignment of authority to a '� local representative shall become part of the project Contract � as though bound directly into the project documents. The intent of these requirements is that all matters associated �� with the Contracto.r's administration, whether it be oriented in furthering the work, or other, be governed direct by local ' authority. This same requirement is imposed on insurance and ,,,, surety coverage. Should the Contractor's local representative Fail to perform to the satisfaction of Engineer, the Engineer, �� at his sole discretion, may demand that such local representative be replaced and the Engineer may, at his solP discretion, stop all work until a new local authority satisfactory to the Engineer is assigned. No credit of �} working time will be for periods in which work stoppages are �J in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be exclusively in Tarrant County, Texas. r � � � �� C3-3 (8) � � � City of Fort Worth, Tarrant County, Texas. Each � such agent shall be a dizly qualified, one upon whom service of process may be had, and must have authority and power to act on beh�lf o.f tne �'"' insurance and/or bonding company to negotiate and � settle with the City of Fort Worth, or ariy other claimant, any claims that the City of Fort Worth or �! other claimant or any property owner who has been � damaged, may have against the Contractor, insurance, and/or boriding company. If_ the lacal insurance representative is not so empowered by the insurance or bonding companies, then such authority must be vested in a local agent or claims officer residing in the Metroplex, the Fort Worth-Dallas �" area. The name of the agent or agents shall be set :. forth on all of such bonds and cer�ificates oi insurance. � C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. �' C3-3.13 WEEKLY PAYROLL: A certified cony of each payroll covering payment o£ wages to all person engaged in work on the � project at the site oE the project shall be furnished ta the Owner's renresentative within s2ven (7) days after the close of each payroll period. A copy or copies of the applicable � minimum wage rates as set Forth in the Contract Documents shall be kept posted in a conspicuous place at the site of the project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by � the Owner; however, posting and protection of the wage rates shall be the responsibility of the Con�ractor. � � N,ri C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, p�rsons, partnershi�, company, firm, association, corporation or other who is approved to do business with and ent�rs into a con�ract with the City for construction of water �nd/or sanitary sewer facilities, will have or shall establish a fully operational business office. within the Fort �Torth-Dallas metropolitan ar�a. The Contractor shall charge, delec�ate, or assign this office (or h� may delegate his Project Superintendent) with Full authority to transact all business actions required in the oerfo�mance of the Contract. This local authority shall be mad� r�sponsible to act fflr the Contractor in all matters pertaining ta the work gov�rned by the �ontract whether it be administrative or otner�aise and as such shall be empowered, thizs delegated ana dir�ctPd, to settle all material, labor or other expenditures, all claims against the work o.r any other C3-3 (7) � � � waiving or invalidating any r_ondi.tions or orovisions of the Contract Documents. Variations in quantities of sanitary sewer pipe� in depth categaries, shall be interpr�ted herein as �pplying to the overall quantities or sanitary sewer pipe in each pi�e size, but not to the various depth categories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to make such changes in the Contrac� Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provid�d such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considere3 as waiving o.r invalidating any condition or orov'ision of the Contract Docum�nts. C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterata.ons oE the Contract Documents or of quantities or for other reasons f�r which no nrices ar� provided in the Contract Documents, shall be defi.ned as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or a��roved additions thereto; provided, however, that beFore any extra work is begun a"Change Order" shall be executed or written order issued by the Owner to do the work for payments or credits as shall be determined by one or more combination of the f.ollowing methods: a. � Unit bid price previously approved. An agreed luznp sum. c. The actual �easonable cost of ("1> labor, (2) rental of equipment used on the extra work for the time so used at Associated t;eneral Contractors oP America current equipment r_ental rates; (33 materials entering permanently into the oroje�t, and (4) actual cost o� insiirance, bonds, and social security as determined by the Owner, olus a fixed fee to be agreed upon but not to exceed 10� oE the actual cost of such ex�ra work. The .Eixed f�e is not to include any addit.ional profit to the Cont.ractor for rental of equipment owned by him and used Eor the extra work. The f�e shall be full and complete r_ompensation to cov�r the cost o.E sup?rintendence, overhead, other pr�f.it, general and all other �xp�ns� not included in (1), (2), t3), and (4) above. The Contractor sh�ll keep accurate cost r�cords on thA f�rm and i�i the met'nod C4-4 (2) � s , ,...� .: � � i � � r PART C - GENERAL CONDI'I'IONS C4-4 SCOPE OF WORK � � SECTION C4-4 SCOPE OF WORK C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite intention of these Contract nocuments to provide for a complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the requirements and intent of the Contract Documents. It is definitely understood that the Contractor sha11 do all work as provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable znanner. The Contractor shall, unles� otherwise specifically stated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, specia� services, and incidentals necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISIONS: Should any work or conditions which are not thoroughly and satisfactorily stipulated or covered by General or Special Conditions of these Contract Documents be anticipated, or should there be any additional proposed�work which is not covered by these �antract Documents, then "Special Provisions" covering all such work will be prepared by the Owner previous to the time oF receiving bids or proposals for such work and furnished to the Bidder in the form of Addenda. A11 such "Sp�cial Provisions" shall be considered to be a part of the Contract nocuments just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Owner reserves the right to alter the quantities of the work to be performed or to extend or shorten the improvements at any time when and as found to be necessary, and the Contractor shall perform the work as alterec3, increased or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 percent of the contemplated quantity of such item or items. When such changes incr�ase or decrease the original quantity of any item or items of work to be done or materials to be furnished by the 25 percent or more, then either party to the contract sha11 upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity stated in the proposal; such revised consideration to be determined by special agreeme;�t or as hereinafter provided fo.r "Extra Work." No allowance will be made for any changes in anticipated orofits nor shall such changes be considered as C4-4 (1> � � shall be presented also a com�osite graph showing the ' � anticioated progr�ss of construction wit'n the time being � plotted horizontally and the percentage of com�letion plotted vertically. The progress charts shall�be prepared on 8-1/2" x -� 11" sheets and at least five black or blue line prints shall be furnished to the Owner. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT FACILITIES: Within ten (10) days prior to submission of � first monthly progress payment, the Contractor shall prepare and subsnit to the Owner for approval six copies of "! the schedule in which the Contractor proposes to carry on ,� the work, the date of which he will start th� several major activities (including procurement of materials, plans, and -� equipment) and the contemplated dates for campletiny the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period � or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to reflect any '� adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such iatervals as directed by the Owner. , 'As a;ninimum, the construction schedule shall incorporate � all work elements and activities indicated in the proposal and in the technical specifications. �� Prior to the final drafting of the detailed construction schedule, the Contractor shall review the draft sch�dule �! with the Engineer to ensure the Contractor's understanding of the contract .requirPments. The following guidelines shall be a3hered ta in preparing the construction schedule: � a. Milestone dates and .final oroject completion dates shall be d�veloped to conf��rm to time constraints, sequencing requirements and completion time. b. The construction procec� shall be divided into activities with time durations oi aporoximately fourteen (14) days and construction values not to exceed $50,000. Fabrication, delivery and submi��al activities ar� exceotions to this guideline. � C4-4 (4) ir� � � suggested by the Owne.r and shall give the Owner � access to all accounts, bills, vouchers, and records relating to the Extra Work. No "Change Order" shall becoir�e effective until it has been approved and signed by each of the Contracting partiPs. � N o claim for Extra Work of any kind will be allowed unless � ordered in writing oy the Owner. In case any ord�rs or instructions, eitKzer oral or written, appear to the Contractor to involve Extra Work for which he should receive �compensation, he shall make written request to the Engineer ' for written orders authorizing such Extra Work, prior to beginning such work. Should a diFference arise as to what does or does not ' constitute Extra Work, or as to the payment thereof, and the ,,,� Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written � orders and shall keep an accurate account of the actual reasonable cost thereof as provided under method (Item C). Claims for extra work will not be paid unless the Contractor �; shall file his claim with the Owner within five (5) days before the time for making the first estimate after such work � is done and unless the claim is supported by satisfactory vouchers and certified payrolls covering all labor and materials expended upon the said Extra Work. � The Contractor shall furnish the �wner such installation records of all deviations from the original Contract Documents as may be necessary to enable the Owner to prepar� for permanent record a corrected set of plans showing the actual �� installation. � � The compensation agreed upon for 'extra wor�c' whether or. not iniitiated by a'change order' shall be a full, com�lete and f inal payment Eor all costs Contractor inc�irs as a r�sult or re.lating to the change or extra work, whether said costs are �- known, �inknown, foreseen or unforeseen at that time, including without lirnitation, any costs for delay, ext�nded overh�ad, ripple or impact cost, or any other effect on changed or �, unchanged work as � rAsult or the change or extr� work. C4-4.6 SCHEDULE OF OPERATIONS: BeFore commencing any work under this contract, the Contractor shall submit to the Owner and receive the Owner's approval ther�of, a"Schedule �f Op�rations," showing by a straight tine method the date of commencing and finishing each of the major elements of rhe contract. There shall be also show+� t'n� �stimat�d monthly cost of wor;c for whirn estimat�s ar? to be �xpectzd. Ther� � � :.4-4 ( 3 ) � � � � 9. Operational testing. � 10. Final inspection. ,� If, in the opinion of the Owner, work accomplished falls behind that scheduled, ttie Contractor shall take such action as necessary to improve his progress. In addition, ` the Owner may require the Contractor to sub�nit a revised � schedule demonstrating his orogram and proposed plan to make up lag in scheduled progresa and to insure com�letion --� of the work within the contract time. If the �wner finds � the Q.roposed plan not acceptabl?, lie may require thP Contractor to increas� the work force, the construction ,.� plant and equipment, the num'b�r of work shifts or the overtime operations without additional cost to the Owner. �»- Failure of the Contractor to comply with these r�quirements �`- shall be considered grounds for determination by the Owner J that the Contractor is failing to prosecute the work with such diligence as will insu.re its comple�ion within the � time soecified. � � � � � L� � � � �4-4 (6) � i � � c, nurations shall be in calendar days 3nd normal holidays and weather conditions over the duration oF the contract shall be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. Float time is de.Eined as the amount of time between th2 earliest start 3ate and the latest start date of a chain of activities of the CPM construction schedule. Float time is not for the exclusive use or benefit of either the Cont.ractor or the Owner. f. Thirty days shall be used for submittal review unless otherwise specified. The construction schedule shall as a minimum be divided into gene.ral categories.a� indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is represented by activities that follow the guidelines of this Section. For �ach of the trades or subcontracts, the construction schedule shall indicat� the following procurements, constructi�n and preacceptance activities and events in their logical sequence for equipment and mat�rials. � 1. 2. � 3. Preparation and tr.ansmittal of submittals. Submitkal .review oeriods. Shoo Ea�rication and delivery. � 4. Erection or installation. , � 5. Transmittal of manufacturer's o�eration and maintenance instructions. #�„ 6 . � �. 8. � � Inst�lled equipment and matarials testing. Owner's operator instruction (if. applicaUle). Final insoection. �:4-4 ( 5 ) � , C5-5.3 COORDINATION OF CONTRACT DOCUM�:NTS: The Contract ,� Documents are made up of several sections, which, taken together, are intended to describe and provide for a comPlete -�, and useful project, and any requirements appearing in one of the sections is as binding as though it occurred in all sections. In case of discrepancies, figured dim�nsion shall govern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general .+ conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. �� The Contractor shall no� take advantage of any apparznt error � or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may ,.,,4 be deemed necessary for the fulfillment of tr,e intent of the Contract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. In the event of a conflict in the drawings, specifications, or other portions of ,,,. the Contract Documents which were not reported prior to the award of Contract, the Contractor shall be deemed to have � quoted the most expensive resolution of the conflict. � C5-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project at all times one set of such Contract Documents. The Contxact shall give to the work the constant attention ..� necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other �� Contractors in every possible way. The Contractor shall at all times have competent personnel available to the project site for proper performance of the . work. The Contractor shall provide and maintain at all times � at the site of the project a competent, English-speaking superintendent and an assistant who are fully authorized to � act as the Contractor's agent on the work. Such ,� superintend�nt and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and -�, fulfill instructions fro.m the Owner, the Engineer, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractor shall designate in writing to the project superintendent, to act as the Contractor's agent on the work. Such assistant project superintendent �+ shall be a resident of Tarrant County, Texas and shall be subject to call, as is the project Superintendent, at any time � of the day or night on any day of the week on which the Engineer clet�rmines that circumstances require the presence on the nroject site of a representative of the Contractor to � C5-5 (2) � i 1 �ART C - GENERAL CONDITIONS C5-5 CONTROL OF WORK AND MATERIALS � SECTION C5-5 CONTROL OF WORK AND MATERIALS 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 fu"rnished, 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 questiens or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequences or procedures of construction, or the safety precaution and programs incident thereto, and he will not be responsible for Contractor's failure to perform the work in accordance with the contract documents. He shall determine the amount and quality of the work completed and materials furnished, and his decisions and estimates shall be final. His estimates in such event shall be a condition to the right of the Contractor to receive money due him under the Contract. The Owner shall have executive authority to enforce and make effective such necessary decisions and orders as the Contractor fails to carry out promptly. � In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any 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. �I Any deviation from the approved Contract Documents required by the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by Change Order. � � � C5-5 (1) � � � These stakes or markings shall be set sufficiently in advance '� of construction operations to avoid delay. Such stakes or markings as may be established for the Contractor's use or -�, guidance shall be preserved by the Contractor until he is authorized by the Engineer to remove them. Wtienever, in the opinion of the Engineer, any stakes or markings have been , carelessly or willfully destroyed, disturbed, or removed by the Contractor o.r ax�y of his employees, the full cost of -� replacing such stakes or marks plus 25$ will be charged against the Contracto.r, and the full amount will be deducted "'j from payment due the Contr.actor. � C5-5.8 AUTHORITY AND DUTIES UF CITY INSPE�TORS: City --� Inspectors will be authorized to inspect all work done and �o be done and all materials furnished. Such inspection may extend to all or any part af the work, and the prenaration 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 Engineer as to the progress of the work an� the manner in which it is being performed, to report any evidence �� that the materials being furnished or the work being performed by the Contractor fails to fulfill the reguirements of the Contract Documents, and to call the attention of the ,. Contractor to any such failure or other infringements. Such � inspection or lack of inspection will not relieve the Contractor from any oblig3tion to perform the work in accordance with the requirements of the Contract nocuments. `� In case �f any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Inspec�or will ^� have authority to reject materials or �quipment to suspend work until the question at issue can bz referred to and be decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alte.r, �nlarge, or release , any r�quirement of thes� Contract Documents, nor to approve or "� accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the �ontract �� Documents. He will in no case act as superintendent or foreman or.,perform any other duties for the Contracto.r, or interfere with the management or operation of the work. He � will not accept from the Contractor any compensation in any form for performing any duties. The Contractor shall regard and obey the directions and instructions of the City Inspector or Engineer when the same are consistent witli the obligations of the Contract Docurnents, nrovided, however, should the -�' Contractor object to any orders or instr�zctions of the City Inspector, the Contractor may within six days make written ^� appeal to the Engineer for his decision on the matter in controversy. � C5-5 (4) � � � � adequately provid traveling public or project extends or �" project routing. e for the safety or convenience of the the owners of property across which the the safety of property contiguous to the The Contractor shall provide all facilities to enable the Engineer and his inspector to examine and inspect the workmanshi� and materials entering into the wor.k. C5-5.5 EMERGENCY AND/OR RECTIFICATION WORK: When, in the opinion of the Owner or �nginee.r, a condition of emergency exists related to any �art of the work, the Contractor, or the Contractor through his designated re�resentative, shall respond with dispatch to a verbal request ma.de by t:�e Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. l�J Should the Contractor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the Contyactor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall then deduct an amount equal to the entire costs for such remedial action, plus 25$, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor shall provide, at no extra compensation, an adequate field office for use of the Engineer, if specifically called for. The field office shall be not less than 10 by 14 feet in floor area, substantially constructed,, well heated, air conditioned, lighted, and weather-proof, so that documents will not be damaged by the elements. C5-5.7 CONSTRUCTION STAKES: The City, through its Engine�r, � will furnish the Contractor with all lines, grades, and �� measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measuremez�ts will be established by means of � stakes or other r_ustomary method of marking as may be found consistent with good practice. � CS-5 t3) �r � � C5-5.9 INSPECTION: The Contractor shall furnish the Engineer `-' with every reasonable facility for ascertaining whether or not the work as performed is in accordance with the requirements '� of the Contract Documents. If� the Engineer so requests, the . Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished wark as may be directed. After examination, the Contractor shall restore � said portions of the work to the standard required by the Contract Documents. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should be work so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at thP Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done witnout written authority, will be considered as unauthorized and done at the expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on tne part of the Contractor to comply with any order of the Engineer made under the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed and replaced and unauthorized work to be removed, and the cost thereof may be deducted fr�m any money due or to become due to the Contractor. Failure to require the removal of any defective or unauthorized work shall not constitute acceptance of such works. '`� C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the � Specifications, law, ordinance, codes or regulations permit Contractor to f�lrnish or use a substitute that is equal to any material or equipment specified, and if Contractor wishes to furnish or use a proposed substitute, he shall, prior to the preconstruction conFerence, make written application to „� ENGINEER for approval of such substitute certifying in writing that the proposed substitute will oerEorm adequately the functions called f4r by the general design, be similar and of �. equal substance to that specifie3 and be suited to the same use and capable qf performing the same function as that specified; and identifying all variations of the proposed �.. �5-5 (5) � � substitute from that specified and indicating available maintenance service. No substitute shall be ordered or installed without the written,approval of Engineer who will be the judge of the equality and may require Contractor to furnish such other data about the proposed substitute as he considers pertinent. No substitute shall be ordered or installed without such performance guarantee and bonds as Owner may require which shall be furnished at Contractor's expense. Contractor shall indemnify and hold harmless Owner and Engineer and anyone directly or indirectly employed by either of them from and against the claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. C5-5.12 SAMPLES AND TESTS OR MATERIALS: Wher�, in the opinion of the Engineer, or as called for in the �ontract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for� direct to the testing agency by the Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise sQecified, will be made in accordance with the latest methods prescribed by the American Society for Testing MatQrials or specific requirements of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding samples and shall not, without specific written permission of the Engineer, use the materials represented by the samples until tests have been made and the materials approved for use. The Contractor will furnish adequate samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and the mixing and transporting equipment shall be approved by the Engineer before any concrete is placed, and the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of cocicrete, using samples from the same aggregate, cement, and mortar which are to be used later in the concrete. Should the source of supply change, new tests shall be ma3e prior to the use of the new materials. C5-5.13 STORAGE OF MATERIALS: A11. materials which used in the constr.uction operation shall be store insure the preservation of the quality and fitness of When directed by the Enginee.r, they shall b� placed plat£orms or other hard, clean durable surfaces and are to be d so as to the work. on wooden not on the � � � C5-5 (6) � 2. Notify each customer personally through responsible personnel as to time and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type shall say: "NOTICE" Due to Utility Improvement in your neighborhood, your (water) (sewer) service will be inter- rupted on between the hours of and . This inconvenience will be as short as possible. Thank you, Contractor Address Phone b. Emergency: In the event that an unforeseen service interruption occurs, notice shall be as above,but immediate. C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part oF the Contractor, any other Contractor or any sub-contractor shall suffer loss or damage on the work, the Contractor agrees to settle with such other Contractor or sub-contractor by agreement or arbitration. If such other Contractor or sub-contractor shall assert any claim against the Owner on account of any damage alleged to have been sustained, the Owner will notify the Contractor, who shall indemnify and save harmless the Owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials accumulated on the job site during the prosecution of the work under these Contract Documents shall be accomplished in keeping with a daily routine established to �the the satisfaction of the Engineer. Twenty-fours fours aFter written notice is given to the Contractor that the clean-up on the job site is proceeding in a cnanner unsatisfactory to the Engineer, if the Contractor fails to correct the C5-5 (8) , � l� :�, � LJ � � � ground, and shall be placed under cover when directed. Stored materials shall be placed and located so as to facilitate prompt inspection. CS-5.14 EXISTING STRUCTURES AND UTILITIES: The lacation and dimensions shown on the Plans relative to existing utilities are based on the best information available. Omission from� or the inclusion of utility locations on the Plans is not to be considered as the nonexistence of, or a definite location of, existing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for f.ailure to show any or all such structures and utilities on the plans or to show them i� their exact lecation. It is mutually agreed tY:at such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is no� made in the Contract Documents, in which case the provision in these Contract Uocuments for Extra Work sha1.1 apply. It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances, The Contractor shall take all necessary precautions in o.rder to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include notification of all u�ility companies at least forty eight (48) hours in advance of construction including exploratory excavation if necessary. Al1 verification of existing utilities and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectui4n of work where the int�.rruption of service is necessary, the Contractor, at least 24 hours in advance, shall be r�quired to: � � � l. Notify the Watzr Department's Distribution Division as to location, time, and schedule of service interruption. CS-5 (7) � � � unsatisfactory procedure, the City may take such direct action as the Engineer deems appropriate to correct the clean-up � deficiencies cited to the Contractor in the written notice, and the costs of such direct action, plus 25$ of such costs, � shall be deducted from monies due or to become due to the Contractor. `ti Upon the completion of the project as a whole as covered by these Contract Documents, and before final acceptance and � final payment will be made, the Contractor shall clean and remove from the site of the project all surplus and discarded materials, temporary structures, and debris of every kind. He � shall leave the site of all work in a neat and orderly condition equal to that which originally existed. Surplus and *+ waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer. The '"' Contractor shall thoroughly clean all equipment and materials i installed by him and shall deliver over such mate.rials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the � Contractor for any clean-up required on the project. C5-5.18 FINAL INSPECTION: Whenever the work provided for in � and contemplated under the Contract Documents has been satisfactorily completed and final cleanup performed, the Engineer will notify the proper officials of the Owner and � request that the Final inspection be made. Such inspection will be made within 10 days after such notification. After such final inspection, if the work and mat�.rials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time charge will be made against the Contractor between said date � of notif ication of the Engineer and the date of f inal inspection of the work. � � � � � � .� CS-5 (9) �, �, �' � � C6-6.4 SANITARY.PROVISIONS: The Contractdr shall establish '' and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as will tend to � prevent the inception and spread of infectious or contagious - diseases and to effectively prevent the creation of a nuisance . about the work on any property either public or private, and such regulations as are required by Law shall be put into .� immediate force and effect by the Contractor. The necessary sanitary conveniences for use of laborers on the work, � properly secluded from public observation, shall be const.ructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. Al1 such facilities shall be kept in a clean and sanitary condition, �~� free from objectionable odors so as not to cause a nuisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall be so placed and used, and the ..� work shall at all times be so conducted, as to cause no greater obstruction or inconvenience to the public than is �` considered to be absolutely necessary by the Engineer. The Contractor is required to maintain at all times all phases of '� his work in such a manner as not to impair the safety or convenience of the public, including, but not limited to, safe and convenient ingress and egress to property contiguous to "'� the work area. The Contractor shall make adequate provisions � to render reasonable ingress and egress for normal vehicular traffic, except during actual trenching or pipe installation ., operations, at all driveway crossings. Such provisions may include bridging, placement of crushed stone or gravel or such other means of providing pr�per ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of ,.� driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engine�r at any � location, the Contractor shall make arrangements satisfactory � to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of ,,,,� traffic, and shall, at his own expense, provide all materials ' and perform all work necessary Por the construction and � maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. , The materials excavated and the construction materials such as � pipe used in the construction of the work shall be placed so t as not to endanger the work or prevent free access to all fire "' hydrants, fire alarm boxes, police call boxes, water valves, ,� l � C6-6 (2) � r � L1 � PART C - GENERAL CONLITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIIIILITY '"` C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all �imes � observe and comply with all Federal and State Laws and City ordinances and regulations which in any way affect the conduct � of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulation;s which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of_ misunderstanding or '�` ignorance thereof will be considered. �rhe Contractor and his �+ Sureties shal]. indemnify and save harmless the City and all of its officers, agents, and employees against any and all claims """ or liability arising from or based on the violation of any � such law, ordinance, regulation, or order, whether it be by himself or his employees: � � ..r� � �� C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES MATERIALS. AND PROCESSES: If the Contractor is required or �esires to use any design, device, material, or process covered by letter, patent, or copyright, h� shall provide for such use by suitable legal agreement with the patentee or owner of such patent, letter, or copyrighted design. It is mutually agreed and understood that without exception the contract prices shall include all royalties or cost arising from patents, trade-marks, and copy rights in any way involved in the work. The Contractor and his sureties shall indemnify and save harmless the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process, or any trade-mark or copy right in connection with the work agreed to be performed under these Contract Documents, and shall indemnify the Owner for any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design, type of construction or material or eguipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6 (1) � carried on in such manner as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors of the Owner may,,for all purposes required by the contract, enter 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 use 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 of 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 performing the work and take all precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Contract�r shall give the City notice not less than five days prior to the time of his intentions to begin work on that portion of the project which is related to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unless specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall take all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers tp protect the work and prevent accident or damage. Al1 installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. C6-6 (4) �� 1 �� '� .� � � gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety whicli may come to �, its attention, after twenty-four hours notice in writing to �I the Contractor, save in cases of emergency when it shall have the right to remedy any neglect without notice, and in either � case, the cost of such work done or materials furnished by the i Owner or by the City shall be deducted from monies due or to � become due to the Contractor. � The Contractor, after ap�roval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, and Police Department, when any street or alley is re�uested to be closed or obstructed or any fire hydrant is to be made inaccessible, � and, when so directed by the Engineer, shall keep any street, '" streets, or highways in condition for unobstructed use by fire � apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, �' alleys, or hydrants are again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing over ditches or streams, his responsibility for accidents in connection � with such crossings shall include the roadway approaches as well as the structures of such crossings. The Contractor shall at all times conduct his operation and the use of construction machinery so as not to damage or destroy trees and shrubs located in close proximity to or on the site of the work. Wherever any such damage may be done, the Contractor shall immediately satisfy all claims of property owners, and no payment will be made by the Owner in settlement of such claims. The Contractor shall file with the Engineer a written statement showing all such claims adjusted. " C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the � Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the �A�, City, as shown in the Contract Documents, or as may be � specifically authorized in writing by the Engineer. A reasonable amount of tools, materials, and equipment for �, construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction �� operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of '� spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be � � C6-6 (3) � advance of the use of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of explosives is to be permitted on the project, as specified in the Special Contract Doeuments, 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 explosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of th� claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly�marked "DANGEROUS EXP.LOSIVES" and shall be under the care of a competent watchman at all times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. � � .� .., , � � _..�, C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, ,, through, or into private property, the Owner will provide such right-of-way or easement privileges as the City may deem - necessary for the prosecution of the 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 unti.l the specified approval of the property owne.r has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically „ provided otherwise, the Contractor shall clear all rights-of-way or easements of obstructions which must be � removed to make possible proper prosecution of the work as a ,� part of the project construction operations. The Contractor shall be responsible for the preservation of and shall use , J� ..,, C6-6 (6) � � � � The Contractor will not remove any regulatory sign, instructional sign, street name sign, or other sign which has been erected by the City. If it is determi.ned that a sign �!1 must be removed to permit required construction, the ,� Contractor shall contact the Transportation and Public Works department, Signs and Markings Division (phone number �•�; 8780-8075), t� remove the sign, In the case of regulatory � signs, the Contractor must replace the permanent sign with a t�emporary sign meeting the requirements of the above referenced manual and such temparary sign must be installed � prior to the removal of the permanent sign. If the �emporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in A�� place until the temporary sign requirements are met. When ,,� construction work is completed to the extent that the permanent sign caii be re-installed, the Contractor shall again ..0 contact the Signs and Markings Bivision to re-install the ' permanent sign and shall leave his temporary sign in place �` until such re-installation is completed. The Contractor will be held responsible for all damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenev�r evidence is found of such damage to the work the Engineer may order the damaged portion immediately removed and replaced by the Contractor at the Contractor's own expense. The Contractor's responsibility for the maintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall have been completed and accepted by the Owner. � No compensation, except as specifically provided in these Contract Documents, will be paid to the Contractor for the � work and materials involved in the constructing, providing, and maintaining of barricades, signs, fences, and lights or for salaries of watchmen, for the subsequent removal and disposal of such barricades, signs, or for any other � incidentals necessary for the proper protection, safety, and convenience of the public during the contract period, as this work is considered to be subsidiary to the several items for �!; which unit or lump sum prices are requested in the Proposal. C6-6.9 OSE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the �e Contractor elect to use explosives, drop weight, etc., in the � prosecution of the work, the utmost care shall be exercised at all times so as not to endanger lif� or property. The � Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in � .n ,.,�, C6-6 ( 5 ) � � � � In case of failure on the part of the Contractor to restore such _ property to make good such damage or injury, the Owner may, upon � 48 hour written notice under ordinary circumstances, and without � notice when a nuisance or hazardous condition results, proceed to repair, rebuild or otherwise restore such property as may be '� determined by the Owner to be necessary, and the cost thereby will be deducted from any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed by �� the parties hereto that contractor shall perform all work and services hereunder as an independent contractor, and not as an � officer, agent, servant or employee of the Owner. Contractor shall have exclusive control of and the exclusive right to control the details of all the work and services performed '"� hereunder, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees and invitees. The doctrine of respondent superior shall not apply as between Owner and Contractor, its officers, agents, employees, � contractors and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between � Owner and Contractor. � ' C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contractor covenants and agrees to, and does hereby indemnify, hold harmless and defend Owner, its officers, agents, servants, and employees from and against any and all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, subcontractors, licensees or invitees, whether or not caused, in whole or in part, by alleqed neqliQence on the part of officers, actents, servants, emploYees, contractors, subcontractors, licensees and invitees of the Citv; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers, agents, servants and employees for property damage or loss, and/or personal injuries, including death, to any and all persons of whatsoever kind or character, whether real or asserted, arising out of or in connection with, directly or indirectly, the work and services to be performed hereunder by Contractor, its officers, agents, employees, contractors, subcontractors, licensees and invitees, whether or not caused, in whole or in part, bv the allecred necrlictence of the officers, aQents, servants, emplovees, contractors, subcontractors, C6-6 (8) � �a � r �I L.J � every precaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing and all other types of ,� structures or improvements, to all water, sewer and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences, and to all other �";� public or private property along adjacent to the work. The Contractor shall notify the proper representatives of owners '"�, or occupants of public or private lands or interest in lands j�; which might be affected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. . Notices shall be applicable to both public and private utility � companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the work. The Contractor shall be �' responsible for all damage or injury to property of any character s.�i resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to ^*R defective work, material or equipment. ^ When and where any direct or indirect damage or injury is done to public or private property on account of any act, omission, � neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereof:on the part of the Contractor, he shall restore or have restored at his own cost and � expense such property to a condition at least equal to that existing before such damage or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as may be directed by the Owner, or he shall make good such damages or � injury in a manner acceptable to the owner of the property and the Engineer. Al1 fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire � fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of permanent easement before the fence is cut. Should additional fence cuts be necessary, the Contractor shall provide cross � braced posts at point of the proposed cut in addition to the cross braced posts provided at the permanent easements limits, _ before the fence is cut. Temporary fencing shall be erected in place of the fencing removed whenever the work is not in progress and when the site is vacated overnight, and/or at all times to prevent livestock from entering the construction area. The cost for fence removal, temporary closures and replacement shall be subsidiary to the various items bid in the project proposal. Therefore, no separate payment shall be allowed for any service associated with this work. LJ C6-6 (7) � � � recommend that final payment be made if all other work has been ""� performed and all other obligations of the Contractor have been ,,,T met to the satisfaction of the Director. j The Director may, if he deem it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor '� against whom a claim for damages is outstanding as a result of work performed under a city contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by reason of the acts �'� or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written �� statement to the Engineer, setting out in detail the nature of ..� the alleged damage, and on or before the 25`h day of the month succeeding that in which any such damage is claimed to have been �"t sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged ' damage and, upon request, shall give the Engineer access to all books of account, receipts, vouchers, bills of lading, and other books or papers containing any evidence as to the amount of such � alleged damage. Unless such statements shall be filed as hereinabove required, the Contractor's claim for compensation `� shall be waived, and he shall• not be entitled to payment on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In � case it is necessary to change, move, or alter in any manner the property of a public utility or others, the said property shall ,� not be moved or interfered with until orders thereupon have been � issued by the Engineer. The right is reserved to the owners of public utilities to enter the geographical limits of the Contract for the purpose of making such changes or repairs to their �"' property that may be necessary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing J sewer lines have to be taken up or removed, the Contractor shall, at his own expense and cost, provide and maintain temporary ,� outlets and connections for all private or public drains and � sewers. The Contractor shall also take care of all sewage and � drainage, which will be received from these drains and sewers, and for this purpose he shall provide and maintain, at his own ""+ cost and expense, adequate pumping facilities and temporary outlets or diversions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prepared at �' all times to dispose of drainage and sewage _ � � C6-6 (10) t i� � � licensees and invitees of the Cit•,r. Contractor likewise �� covenants and agrees to, and does hereby indemnify and hold harmless City from and against any and all injuries, damage, loss or destruction to property of City during the performance of any � of the terms and conditions of this Contract, whether arisinQ out ,i of or in connection with or resultinq from, in whole or in part,, any and all alleqed acts or omissions b•,r officers, acrents,, "'"� servants, employees, contractors, subcontractors, licensees,, � invitees of Owner., � � In the event a written claim for damages against the contractor or its subcontractors remains unsettled at the time all work on the project has been completed to the satisfaction of the Director of the Water Department, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of the Water Department for a period of 30 days after the date of such final inspection, unless the Contractor shall submit written evidence satisfactory to the Director that the claim has been settled and a release has been obtained from the claimant involved. If the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi- final payment to be in an amount equal to the total dollar amount theri due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommended by the Director. The Director shall not recommend final payment to a Contractor �I against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of the work � performed unless the Contractor submits evidence in writing satisfactory to the Director that: 1. The claim has been settled and a release has been obtained � from the claimant involved, or 2. Good faith efforts have been made to settle such outstanding � claims, and such good faith efforts have failed. s^ If condition (1) above is met at any time within the six month ■+ period, the Director shall recommend that the final payment to �' the Contractor be made. If condition (2) above is met at any time within the six month period, the Director may recommend that the final payment to the Contractor be made. � At the expiration of the six month period the Director may � �r ..,, C6-6 (9) � thereof by action of the elements or from any cause whatsoever, whether arising from the execution or nonexecution of the work. The Contractor shall rebuild, repair, restore, and make good at his own expense all injuries or damage to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of money or any payment for or acceptance of a.ny work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contr�ct shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements 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 oE authority granted thereunder, there shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and representatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by the City of Fort Worth, an organization which qualifies fox exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and Us� Tax Act, the Contractor may purchase, rent or leas` all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an ex�mption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certiFicate issued by the �ontractor in lieu of the tax shall be subject to and shall comply with the provisions oF State �omptroller's Ruling .011, and any other �pplicable State Comptroller rulings pertaining to the Texas Limited Sales, ExciSe, and Use Tax Act. On a contract awarded by a develoPer for the construction of a publicly-owned improvement in a street right-of-way or other easement which has been dedicated to the public and the City of Fort Worth, an organization which qualifies for exemption pursuant to the provisions of Article 20.04 (H> of the Texas limite3 Sal�s, Excise, and Use Tax Act, ttie Contractor can probably be ex�mpted in the samP manner stat�d abov�. C6-5 (12) � � received from these temporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disoosed of in a satisfactory manner so that no nuisance is created and so that the work under construction will be adequately protected. C6-6.16 ARRANGEMENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in � connection with any construction work, he shall make complete and satisfactory arrangements with the Fort Worth City Water �„ Department for so doing. `� City water furnished to the Contractor shall be delivered to the Contractor from a connection on an existing City main. "" Al1 piping required beyond the point of delivery shall be � installed by the Contractor at his own expense. The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE OF FIRE HYDRANTS AND VALVES in these General Contract Documents. When meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When meters are not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates established by the Director of the Fort Worth Water Department. C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of the Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written order of the Engineer, and such usage shall not be held to be in any way an acceptance of said work or structure or any part thereof or as a waiver of any of the provisions of these Contract Documents. Al1 necessary repairs and removals of any section of the work so put into use, due to defective materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own expense. � C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these � Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take every necessary precaution to prevent injury or damage to the work or any part � ,.� .., C6-6 (11) r � � � Limited Sale, �xcise and Use Tax permits and information can be obtained from: � Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX � � � � � � � � � � ... C6-6 (13) � prosecuting the work and ordering materials and equipment which he expects to follow in order to complete the project in the scheduled time. There shall also be submitted a table of estimated amounts to be earned by the Contractor during each monthly estimate period. The Contractor shall commence the work to be performed under this contract within the time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficient equipment, materials, and labor as is necessary to insure its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has received written approval from the Engineer. Such speeification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may be changed only as set forth in Section C7-7.$ "Extension of Time of Completion" of this Agreement, and a progress schedule shall not constitute a change in the contract time. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times 'oe conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgment of the Engineer, the �ontractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary for the proper execution of the work, the Engineer may require the Contractor to finish the section on which operations are in progress before the work is commenced on any additional sectian or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPMENT: Local labor shall be used by the Contractor is avaiSable. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment operators, may be imported only after the local supply is exhausted. The Contractor shall employ �nly such superintendents, foremen, �nd workmen who ar� car2ful, competent, and fully qualiFied to p�rforrn t'ne duties or tasks assigned to them, and the Engine�r may demand and secure the summary dismissal of any person or persons employed by the Contractor in or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to b� incompetent, disrespectful, inte.m�erat2, dishonest, or C7-7 (2) � � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS � SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own � organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than � fifty (50�) percent of the value embraced in the contract. If the Contractor sublets any part of the work to be done under these Contract Documents, he will not under any circumstances � be relieved of the responsibility and obligation assumed under ,�„ these Contract Documents. All transactions of the Engineer will be with the Contractor. Subcontractors will be � considered only in the capacity of employees or workmen of the � Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, � when the work is in operation, be represented either in person or by a superintendent or other designated representatives. � [� C7-7.2 •ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey, or otherwise dispose of the contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in by the Sureties. If the Contractor does, without such previous consent, assign, transfer, sublet, convey, br otherwise dispose of the contract or his right, title, or interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by laankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully complete said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extremely difficult to fix the actual damages. � C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall submit to the � Engineer in five or more copies, if requested by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in detail and step by step the manner of � � C7-7 (1) C7-7.7 TIME OF COMMENCEMFNT AND CUMPLETION: The Contractor shall commence the working operations within the time specified in the Contract Documents and set forth in the Work Orde.r. Failure to do so shall�be considered by the Owner as abandonment of the Contract by the'Contractor and the Ownsr may proceed as he sees fit. The Contractor shall maintain a rate of progress such as will insure that the whole work will be performed and the premises cleaned up in accordance with the Contract Documents and within the time established in such documents and such extension of time as may be properly authorized by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request for an extension of time of completion shall be considered only when the request for such extension is submitted in writing to the Engineer within seven days from and after the time alleged cause of delay shall have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval . In adjusting the contract time For completion of work, consideration will be given to unforseeable causes �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 Owner, fire, flood, tornadoes, epidemics, qu�rantin� restrictions, strikes, freight embargoes, or 3elays of sub-contractors due to such causes. When the date of completion is based on a calendar day bid, a request for extension of time bPcause �f inclement weather will not be consider�d. 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 purchase order dates and other pertinent data as requested by the Engineer indicates that the Contractor has made a bonaFide attempt to secure delivery on schedule. This shall include efforts to obtain t'ne supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory ex�cution and co.mpletion of the contract should require work and materiats in greater amounts o.r quantities than those s�t forth in the approved Contract Documents, then the contract time may be incr�ased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hin3ranc�s to the work, except when direct and unavoidable Pxtra cost to the Contractor is caused by th� failure of the City to provide information or material, if C7-7 (�) � , � otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses to comply with or carry out �he directions of the Owner, and such person or persons shall not be employed again thereon � without written consent of the Engineer. All workmen shall have sufficient skill, ability, and � experience to properly perform the work assigned to them and operate any equipment necessary to properly carry out the performance of the assigned duties. � � !�i � The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for prosecution of the work in an acceptable manner and at a satis£actory rate of progress. All equipment, tools, and machinery used for handling materials and executing any part of the work shall be subject to the approval of the Engineer and shall be maintained in a satisfactory, safe and efficient working condition. Equipment on any portion oF the work shall be such that no injury to the work, workmen or adjacent property will result from its use. C7-7.6 WORK SCHEDULE: Elapsed working days shall be computed starting with the first day of work completed as defined i�n C1-1.23 "WORKING DAY" or the date stipulated in the "WORK ORDER" for beginning work, whichever comes first. Nothing in these Contract Documents shall be construed as �� prohibiting the Contractor from w�rking on Saturday, Sunday o.r Legal Holidays, providing that the fo]_lowing requirements are met: � a. A request to work on a specific Saturday, Sunday or Legal Holiday must be made to the Engineer no later � than the proceeding Thursday. b. Any work to '4e done on the project on such a � specific Saturd�y, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. � The Engineer's decision shalt be final in response to such a request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be allowed to � the Contractor for any work perEormed on such a specific Saturday, Sunday or Legal �oliday. � Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. � s � C7-7 (3) � � � $ 500,001 to $1,000,001 to $2,000,001 and over $1,000,000 inclusive $ 315.00 $2,000,000 inclusive $ 420.00 . $ 630.00 The parties hereto understand and agree that any harm to the City caused by the Contractor's delay in con hereunder in the time spEcified by the Cc would be incapable or v�ry dif:Eicult of acc� and that the "Amount of Liquidated Damages out above, is a reasonable forecast of just the City for harm caused by any delay. pleting the work ntract Documents rate estimation, Fer Day", as set comp�nsation due C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations an such part or parts of the work ordered by any court, and wi11 not be entitled to additional compensation by virtue �f suciz court order. Neither. will he be liable to the City in the event the wark is suspended by a Court Order. Neither will the Owne.r be liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right to suspend the work operation wholly or in part for such period or periods of time as he may deem necessary due to unsuitable weather conditions or any other unfavorable conditions which in the opinion of the Owner or Engineer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During temporary suspension of work covered by this contract, for any reason, the Owner will make no extra paym�nt for stand-by time of construction equipment and/or const.ruction crews. If it should become nec�ssary to suspend wor'�c for an indefinite period, the Contractor shall store all materials in such manner that they will not obstruct or impe3e the public unnecessarily nor become damaged in any way, and he shatl take every precaution to prevent dama�e or deterioration of the work performed; he shall provide suitable drainage about the work, and erect tempo.rary structures wh�re necessary. Should the Contractor not be abl2 to complete a portion of the project due to causes beyond the �ontrol of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THE 'rIME OE COMPI.ETION, and should it be determined by mutual consent of the Con�tractor and the Engin�er that a solution to allow construc�tion to proceed is not available within a reasonable period of time, then the Contractor may bP reimbursed for the cost of moving his equipment off the job and returning �the necessary equipment to the job when it is determi.ned by the Engineer �.� � 7 � 1 � C7-7 (6) ' � � any, which is to be furnished by the City. When such extra compensation is claimed a written statement ther�of shall be presented by the Contractor to the Engineer and if by him � found correct shall be approved and reEerred by him to the „�q Council for final approval or disapproval; and the action thereon by the Council shall bs final and binding. If delay .�, is caused by specific orders given by the Engineers to stop � work, or by the performance of extra work, or by the failure of the City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivalent extension of time, his application for. which shall, however, be subject to the approval of the City Council; and no such extension of time sha11 release the � C�ntractor or the surety on his per.Eormance bond from all his �; obligations hereunder which shall remain in full force until the discharge of the contract. � C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder shall indicate in the appropriate place on the last page of the Proposal the � number of working days or calendar days that he will require to fully complete this contract or the time of completion will be specified by the �ity in the Proposal section of the contract documents. � The number of days � the time required to contract being bid successful bidder � completion speciFied � � � indicated shall be a realistic estimate oE complete the work covered by the specific upon. The amount of timP so stated by the or the City wi11 becc�me the time oP in the Contract Documents. For each calendar day that any work shall remain uncompleted after the time specified in the Contr�ct nocuments, or the increased time granted by the Owner, or as a�itomatically increased by additional work or materials ord�red after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of the Contract Docuiaents, will be deducted from monies due the Contractor, not as a penalty, but as liquid�ted damages suffered by the Owner. AMOUNT OF CONTRACT Less than $ 5,000 $ 5,001 to $ 15,000 $ 15,001 to $ 25,000 $ 25,001 to $ 50,000 $ 50,001 to $ 100,000 $ 100,001 to $ 500,000 C7-7 (5) inclusive $ inclusive $ inclusive $ inclusivs $ inclusivs $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 b. Substantial �vidence that progress of the work operations by Contractor is insufficient to complete the work within the specified time. c. d. Failure of the Contractor to provide and maintain sufficient labor and equipment to properly execute the working operations. Substantial evidence that the Contractor has abandoned the work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or. otherwise financially unable to carry on the work satisfactorily. f. Failure on the part of the Contractor to observe any requirements of the Contract Documents or to comply with any orders given by the Engineer or Owner provided for in these Contract Documents. g. Failure of the Contractor promptly to make good any defect in materials or workmanship, or any defects of any nature the correction of which has been directed in writing by the Engin�er or the Owner. h. Substantial evidence of collusion for the purpose of illegally procuring a contract or perpetrating fraud on the City in the construction of work under contract. i. A substantial indication that the Contract�r has made an unauthorized assignment o.f the contract or any funds due therefrom tor the benefit of any creditor or tor any other purpose. ]- k. If the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. If the Contractor commences legal action against the Owner. A copy of the suspension order or action of the �ity Council shall be served on the Contractor's Surzti�s. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the wor� or such part thereof as the Owner shall designate, whereupon the Sureties may, ar their o�tion, assume t'ne contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform th,� same or may, with the written �7-7 ( 8 ) ' � � � � � � • � � that construction �nay be r:�sumed. Such reimbu.rsernent shall be based on actual cost to the Contrac�.or of moving the eq�lipment and no profit will be allowed. No reimbursement shall be allowed if_ the equipment is mov4d to another construction nroject ior the City oF Fort �Vorth. The Contractor shall not suspend work without written notice from the Engineer and shall proceed with the work operations promptly when notified by the Engineer to so resume operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whenever, because of National Emergency, so declared by the Pr2sic�ent of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary labor, materials, and equipment for the prosecution o.E the work with reasonable continuity For a pariod of two months, the Contractor shall within seven days n�tify the Cit_y in writing; giving a detail�d statement of the eFfori:s w'nic� have been made and listing all necessary it�ms of labor, materials, and equipment not obtainable. If, after investigations, the Owne.r finds that such conditions existing and that the inability of the Contractor to �roceed is not attributable in whole or in part to the fault or rlegl�ct of the Contract, then if_ the Owner cannot after reasonable effort assist the Contractor in procuring and maki.ng available the nec�ssary labor, �naterials and equipment within tilirty days, the Contractor may request the Owner to terminatP the contr.�ct and the �wner may comply with the request, and tha termination shall be conditioned and based u�on a Final �ettlement mutually acceptable t� both th� Owner an3 the �ontractor and final payment shall be made in acror3ance with the t�rms oF t'ne agreed settlement, which shall include, but not 4e limite3 t�o, the payment for all, work executed but �io anticipat�d orofits on work which has not been performed. C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORK AND ANNULMENT OF CONTRACT: The work ooerations on all or any portion or section of the work under Cont.ract s'nall be suspended immediately on written order of_ the Engineer or the Contract may bU de��lared cance11P3 by t.ie Ci.r_y Council for any good and sufficient caase. The followin��, by way of �xample, 'out not oE limitation, may be considered gr�unds f�r suspension or cancellation: a. Failure of the Contractor to commencP w�rk operations within th� tim� specified in the W�rk Orcier issued by the Owner. �7-7 (7) � ' been finished and completed, the final inspection made by the � Engineer, and the .final acceptance and final payment made by the Owner. � C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: 0 A. NOTICE OF TERMINATION: The performance of the work � under this contract may be terminated by the Owner in whole, or from time to time in part, in �� accordance with this section, whenever the Owner shall determine that such termination is in the best interest of the Owner. Any sucn termi�n�tion ,.� shall be effected by mailing a notice oF termination to the Contrar.tor specifying the extent to which performance �f work under the contract is terminated, an3 the date upon which such ` termination becomes effective. Receipt of the J notice shall be deemed co�clusively presumPd and established when the lettPr is placed in the United -�� Stat�s Mail by the Owner. Further, it shall be ' deemed conclusively presumed and established that '�' such termination is made with just cause as therein stated; and no proof in any claim, demand or suit ? � shall be required of the Owner regarding such � discretionary action. B. CONTRACTOR ACTION: After receipt of a notic� oF termination, and excapt as otherwise directed by the Engineer, the Contractor shall: 1. Stop work under the contract �n the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as '�� may be necessary for completion of such � portion of the work under the contract as is not terminated; ..,, 3. te.rminate all orders and subcontracts to the extent that they r.elate to the performanc� of work terminated by thz notice o.E termination; R 4. transfer title to the �wner and deliver in the mann�r, at the times, and to the extent, �y� if any, dir��c�ed by the Engineer: J , �/ �.y C7-/ (1�) f � � � � consent of the �wner, sublet the work or ttiat po.rtion of tlie �work as taken over, provided howeve.r., th�t the Sureties shall � exercise their option, if at all, within two weeks a�ter tkie written n�tice to 3iscontinue the work has been se.r_ved upon � the Contractor and upon the Sureties or t'neir authoriz�d agents. The Sureties, in such event shall assume the Contractor'S place in all respects, and shall be paid by the � Owner for all work p�rformed by them in accordance with the terms of the Contract Documents. All monies remaining due the Contractor at thz time of this default shall thereupon 'oecome due and payable to the Sureties as the work progrNss`s, � subject to all of the t�rms of the Contract Document5. In case the Sureties do not, within the hereina'aove speciEied � time, exercise their right and op�ion to .��sum� t'n� contract � responsiUilities, or that portion thereoF which t'ne Owner has ordered by the Contracto.r to discontinuP, then th2 Owner shall � have the power to complete, hy contract or otherwisa, as it � may determine, t:ie wor'K herein described or such part tll�reof as i� ;nay deem necessary, and the Contractor her�to agr�es that the Ow.ne.r shall have th� right to take poss�ssion oE an3 � use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the purpose of carrying on the work and to �rocure other tools, equipment, materials, labor and pro�oerty For the completion of '� the work, and to charc�e to the account of the Contractor oF ,� said contract expense for labor, materials, tools, equipment, � and all expenses incidental thereto. The expense so c'narged shall be deducted by the Own�r from s►��n monies as may be due or may become due at any time thereaFt�r to the �ontractor undPr and by virtue of_ the Contract ar any part t'n�reof . ThP � Owner shall not be requirAd to obtain the lowest bi<� for t�ie work completing the contract, but the expznse to be deducted shall be the actual cost of the own�r of such work. � In case such expenses shall exc:eed the �m�unt which would hav� been payable under the Contract if tha same had been compt:��ed � by the Cont.ractor, then the Cor�cractor and his �ureties shail oay the aznount of such excess to the City on noti�� £ro�n th? Owner oE the excess due. When any particular ��rt ��F the w�rk is being carried on by the Ownar by contr.act or ot;��rwis� � under the provisions of this sec+:.ion, the Contractor shall continue the remainder of the work in conformity wa.t}i the terms oF the Contract �ocuments and i:� such � manner as to not � hinder or intertere with performance oE tne wor'r by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The C�ntraci: will be considered as having been fulfitled, sav� as pr��id�d in any � bond or bonds or by .law, tahen all the work aci� �11 s�ctions or parts of the projec� covere�3 by chP �o��ract Docur�ent� have � „r C7-7 (9) � � D. AMOUNTS: Subject to the provisions of Item C7-7.16(C), the Contractor and Owner may agree upon the whole or any part of the amount or amounts to be paid to the Contractor by reason of the total or partial termination of work pursuant hereto; provided, that such agreed amount or amounts shall never exceed the total contract price as reduced by the amount of payments otherwise made and as furtiner reduced by the contract price of work not terminated. The contract shall be amended accordingly, and the Contractor shall be paid the agreed amount. No amount shall be due Far lost or anticipated pro£its. Nothing in C7-7.16(E) hereafter, prescribing the �mount to be paid to the Contractor in the event of failure of the Contractor by reason of the termination of work pursuant �o this section, shall be deemed to limit, restrict or otherwise determine or affect the a.mount or amounts which may be agreed upon to be paid to the iontractor pursuant to this paragraph. � � � � _..� � E. FAILURE TO AGREE: Zn the event of the failure of � the Contractor and the Owner to agree as provided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of work pursuant to this section the Owner shall determine, � on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the �"� amounts determined. No amaunt shall be due for lost or anticipated profits. F. DEDUCTIONS: In arriving at the amount due the J contractor under this"section, there sh�ll be deducted (a) all unliquidated advance or other payments on �ccount theretofore made to the � Contractor, applicable to the terminated portion of J this contract; (b) any claim which the Owner may have against the Contractor in connecti�n with this � contract; and (c> the agreed price for, or the proceeds of sale of, any materials, supplies or other things kept by the Contractor o.r sold, � oursuant to the provisions of this clause, an3 not otherwise r�coverzd 'oy or credited to the Owner. G. ADJUSTMENT: If the termination 'n�reunder be � partial, prior to the szttlem�nt of the terininated porti�n of this contract, the Contract�r may file with the Engineer a request in writing E�r an � C7-7 (12) � �� a. the Eabricatad or �.iniabricated �art5, work in pro�ess, comnl:�ted work, suppli�s and other mat�rial producPd as a part of, or acqui�=ed in connection wi�th the performance of, the work terminated by the no�tice of termination; and b, the completed, or partially complet�d plans, drawings, information and oth�r property which, if the contract had b�en completed, woul3 tiave been required to be furnished to the Owner.. 5. complete performance of such par� oF the work as shall not havP been terminated by th� notice of termination; and � 6. take suctz action as :nay be necessary, or as the Engineer may direct, for the pr�tection and preservation of the prooerty related to its contract which is in the p�ssession of � the Contractor and i� which the Owner ha:s or_ �nay acquire the rzst. �s � At a time not .later than 30 days �iter the termination date specified in the no`ice of termination, the Contractor_ may submit to the Engineer � list, certified as to quantity and guality, of any or all items oF te.rmination inventory not previouJly disposed of, exclusive of it�ms th� disposition o� which has been dir�cL�d �r authorized by the Engineer. Not later than 15 days ther��after, the Owner shall acceot titte to such items pr�vided, thai: the list submitted shall be subject to verif_ication by the Engineer upon removal of thF� items or, if the items are stor�d, within 45 days from the date of submission of th� list, and any necessa.ry �djiistments to correct t!-i� list as submitted, shall be made orior to Final settlement. �"° C. TERMINATION CLAIM: Wi`hin 60 days a�ter notir_e of � termination, the Contractor shalt submit his termination claim to the Engineer in the L-or_m and "� with the certificatian nres.ri'r�e�3 by the Engineer. � Unl�ss one or more ext�nsions in wri�ing ar�� granted by the Ownar upo�z request ��E tn�� Contr�ctor, �nada_ in writing within such b0-3ay period or authorized �xtension thareof, an1� and ,311 such claims s?zalt be conclus.ively deemt�;� wai�.��d. � C7-7 (11) ' �i ' �, equitable adjustment of the price or prices specified in the contract relating to the continued � Portion of the �ontract (the portion not terminated by the notice o� termination), such equitable adjustment as may be agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the � Contractor to agree upon the amount or amounts to be paid to the Contractor for the completion of the continued portion of the contract when said � contract does not contain an established contract price for such continued portion. � H. NO LIMITATION OF RIGHT5: Nothing contained in this section shall limit or alter th� rights which the Owner may have for termination of this contract � under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Amendment of Contract" or any other right which Owner may have for default r or breach of contract by Contractor. �� C7-7.17 SAFETY METHODS AND PRACTICES:- The Contractor shall be responsible for initiating, maintaining, and supervising all � safety precautions and programs in connection with the work at all times and shall assume all r�sponsibilities for their enforcement. �, The Contractor shall comply with federal, state, and local laws, ordinances, and regulations so as to protect person and �--� property from injury, including deatho or damage in connection with the work. � , � ' ' � � C7-7 (13) � , before its final acceptance by the Owner, (except as provided � in paragraph CS-5.14) for all risks of whatever description connected with the prosecution of the work, for all expPnse ., incurred by or in consequence oF suspension or discontinuanc� of such prosecution of the working operations as herein specified, or any and all infringements of patents, trademarks, copyrights, or other legal reservations, and for � completeing the work in an accepta�le manner according to the ,� terms of the Contract Dacuments. The payment of any current or partial eszi_mate prior to final � acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or ,� equipment, nor in any way prejudice or af_fect the obligations 4 of the Contractor to repair, correct, renew, or replace at his � own and proper expense ar�y defects ar imperfections in th� construction or in the strength or quality of the material � used or equipment or machinery furnished in or about the r construction of the work under contract and its appurtenances, or any damaqe due or attributed to such defects, which � defects, imperfection� or damage shall hav� been discovered on � or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. _.� The Owrier shall be the sole judge of such defects, , imperfections, or damage, and the Contractor shall be liable � to thP Owner for failure to correct the same as provided herein. '� j _.� C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and 5th day of eacli month the Contractor shall submit to the Engineer a statement showing an estimate of the value of the work done during the previous month, or estimate period under the Contract Documents. Not later than thP lOth day of the month the Engineer shall veri.fy such estimate, and if it is found to be acceptable and the value of work performed since the last partial payment was made exceeds one hundred dollars ($100.00) in amount, 90$ of such estimated sum will be paid to the Contractor if the total contract amount is less than $400,000, or 95� of such estimate3 sum will be paid to �the Contractor if the total contract amount is $400,000 or greater within twenty-fivz (25) days aft�r the regular estimate period. The City will have the option of preparing estimates on Forms furnished by the City. The partial estimate may include acceptable nonp?rishable mat?rials delivered to the work which are to be incorporated into the work as a oermanent part thereof, but which at the th� time �f the estimate �iave not been installed. (such payment wil.l be al.lowed on a Uasis of 85� oF the net invoice value thereof.> The Contracco.r shall furnish the Engineer �uch informatian as he may request to aid C8-8 (2) .-,r � � � � ' � � .+ PART C - GENERAL CONDITIONS C8-8 MEASUREMENT AND PAYMENT .. SECTION C8-8 MEASUREMENT AND PAYMENT � C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completed under the terms � of the Contract Documents shall be made by the Engineer, based on measurements made by the Engineer. These measurements will be made according to the United States Standard Measurements � used in common practice, and will be the actual length, area, solid contents, numbers, and weights of the materials and items installed. � C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is set forth, the said "Unit Price" shall include the furnishing by the Contractor of all ].abor, tools, materials, machinery, �' , equipment, appliances and appurtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract � Documents. The "Unit Price" shall include all permanent and temporary protection of overhead, surface, and underground structures, � cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, � delays, profits, injuries, damages claims, taxes, and all � other items not specifically mentioned that may be required to fully construct each item of the work complete in place and in a� a satisfactory condition for operation. �r' C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall renresent the total cost for � the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work necessary for the construction and completion of all the work to provide a compl�te and functional item as detailed in the � Special Contract Documents and/or Plans. C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and "�"' accept the compensation, as herein provided, in full payment � for furnishing all labor, tools, materials, and incidentals for performing all work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the � nature of the work or from the action of the elements, for any unforesee,� defects or obstructions which may arise or be encountered during the prosecution of the work at any time � �C8-8 (1) ; � 1 � � him as a guide in the verification or the preparation of partial estimates. It is understood that the partial, estimate from month to month will be approximate only, and all partial monthly estimates and payment will be subject to correction in the estimate rendered following the discovery of an error in any previous estimate,and such estimate shall not, in any respect, be taken as an admission af the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any monthly estimate if the contractor fails to perform the work strictly in accordance with the specifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or � estimates may be held in abeyance if the performance of the construction operations is not in accordance with the requirements of the Contract Documents. �� C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided for by the Contract Documents shall have been completed and all requirements of the Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvements are ready for the final inspection. The Engineer shall notify the appropriate officials of the Owner, will within a reasonable time make such final inspection, and if the work is satisfactory, in an acceptable condition, and has been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will initiate the processing of the final estimate and recommend final acceptance of the project and final payment therefor as outlined in C8-8.8 below. C8-8.8 FINAL PAYMENT: Whenever all the improvements provided �� for by the Contract Documents and all approved modifications thereof shall have been completed and all requir�ments of the Contract Documents have been fulfilled on the part of the Contractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary � measurements, computations, and checks can be made. Al1 prior subject to payment. � L� estimates upon which payment has been made are necessary corrections or r�visions in the final C8-8 (3) � ' The amount of the final estimate, less previous payments and � any sum that have bPen deducted or retained under the provisions of the Contract Documents, will be paid to the ,� Contractor within 60 days after final acceptance by the Owner � on a proper resolution of the City Council, provided the �` Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the final estimate � for payment, the Contractor shall execute an affidavit, as �'� Furnished by the City, certifying that all person�, firms, associations, corporations, or other organizations furnishing � labor and/or materials have been paid in full, that the wage scale established by the City Council in the City of Fo.rt Worth has been paid, and tha� there are no rlaims pending for � personal injury and/or property d�mages. �_ The accep�ance by the ContraCtor of the last or final payment as aforesaid shall operate as and shall r�lease the Owner from all claims or liabilities under the Contract £ar anything done or furnished or relating to the work under Contract Documents or any act or neqlect of said City relating to or connected with the Contract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requ.irements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood thai� the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall be responsible for the adequacy of its own design features, si�fficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modifications thereof, and all approved additions and alterations thereto. C8-8.10 GENERAL GUARANTY: Neither the final certificate of ,,,, payment nor any provision in tne Contract 7ocuments nor � partial or entire occupancy or use of the preinises by the Owner shall constitute an �cceptance of work not done in accordanc� witn the Contract Documents or reliev� the � Contractor of liability in respect to any exoress warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects or damages in the work and � C8-8 (4) � � �i �� pay for any damage to other wo.rk resulting therefrom which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is � specified andshall furnish a good and sufficient maintenance bond in the amount of 100 percent of the amount of the contract which shall assure the performance of the general guaranty as above outline. The Owner will give noticP of �,, observe3 defects with reasonable promptness. � C8-8.11 SUBSIDIARY WORK: Any and all work specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no �� specific item for bid has been provided for in the Proposal, _ shall be considered as a subsidiary item of work, the cost o.f which shall be included in the price bid in the Proposal, for each bid item. Surface restoration, r�c;c excavation and � cleanup are general items of work which fall in the category of subsidiary work. � C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in tr,P Proposal to establish unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of mat.�rial will be made for only that amount of material used, measured to the nearest one-tentk� unit. � Payment for misc�llaneous placement �f matzria� shall be in accordance with the General Contract Documents regardless of ,... the actual amount used for the project. C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a copy of all specifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and �,., annotated to sllow all changes made during the construction process. These shall be delivered to Engineer upon completion r� of the work. r t � � � C8-8 (5) 0 PART D - SPECIALS CONDITIONS TABLE OF CONTENTS ITEM D-42 Liquidated Damages . D-43 Work Order Completion Time D-44 Move in Charges , D-45 Workers' Compensation Insurance D-46" � ' TrenchExcavation,.$ackfi.lI; and'Compaction �� D-47 Post-Construction Television Inspection of Sanitary Sewers D-48 Pre-Construction Cleaning & Television Inspection of Sanitary Sewer Lines D-49` Vacuum Testing of Sanitary Sewer Manholes D-50 Construction Time Restrictions D-51- � ...��. . Operi Cutting Pavement - - � � � • � D-52 Emergency Situation Job Move-In D-53 Specification References D-54 Explanation of Bid Items D-55 Samples and Quality Control Testing ' D-56 Pipe Enlargemerit System D-57 By-Pass Pumping D-58 Easements and Permits D-59 Protection of Trees, Plants,• and Soil '�� D-60 Proj ect Clean-up � � � � � t'_�,I!' r-, �% I� LJ � L�1 L� � L"�J � � L�J L�'J � u L�'J u ITEM D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 D-37 D-38 D-39 D-40 D-41 PART D - SPECIALS CONDITIONS TABLE OF CONTENTS General Project Designation � Right to Audit Project Signs City Furnished Materials Wage Rates . Coordination with Fort Worth Water Department Dewatering Crossing of Existing Utilities Existing Utilities . Exploratory Excavations Test Holes Substitutions Concrete Sidewalk and Driveway Replacement Crushed Limestone $ackfill 2:27 Concrete Pavement Repair (E2-19) Pavement Repair in Parking Area . Trench Safety System . - Sanitary Sewer Manholes Fiberglass Manholes Sanitary Sewer Services Removal, Salvage, and Abandonment of Existing Facilities Ductile-Iron and Gray-Iron Fittings Minority/Women Business Enterprise Compliance Connection of Existing Mains Rights of Entry Connection to Existing Structures � Bid Quantities Site Preparation Life of Contract Concrete Riprap '� ` Temporary Pavemenf Repair " � '� . � Interpretation and Preparation of Proposal Bonds (City Let Projects) Barricades, Warnings, and Flagmen Disposal of SpoiUFill Material Temporary Erosion, Sediment, and Water Pollution Co�trol Hydro Mulch Seeding and Sodding Payment ' Determination and Initiation of Work � C� space in order to conduct audits in compliance with the provisions of this section. The City shall give Contractor reasoriable advance notice of intended audits. (b) Contractor further agrees to 'include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under the subcontract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of such subcontractor, involving transactions to the subcontract, . and further, that City shall have access during normal .working hours to all subcontractor. facilities, and shall be provided adequate and appropriate work space, in order to cdnduct audits in compliance with the provisions .of this article. City shall give subcontractor reasonable advance notice of intended audits. (c) Contractor� and subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse the Contractor fo'r�the cost �of copies as follo�vs: � 1. 50 copies and under - 10 cents per page 2. More than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter. " D-4 PROJECT SIGNS: Project Signs are required at all locations which will be under construction for more than thirty (30) calendar days as indicated in Part B� Proposal. Project Signs shall be in accordance with Figure 30 (dated 9-18-96) of the General Contract Documents. The signs may be mounted on skids or on posts. The exact locations and methods of mounting shall be approved by the engineer. Any and all costs for the required materials, labor, and equipment necessary for the furnishing of Project Signs shall be considered as a subsidiary cost of �the project and no additional compensation will be allowed. (See Figure 30 included in specs.) D-5 CITY FURNISHED MATERIALS: For water projects, the City will furnish "pipe cleaning pigs", chlorine gas or chlorinated lime (H'TH) and all water for initial cleaning and sterilization of water lines. All other materials for construction of the project, including water for compaction shall be fumished by the Contractor. D-6 WAGE RATES: . _ w _,._ _ . The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifications and rates that shall govern on all work performed by the Contractor or any subcontractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached). " � D-2 C� ��J L�J L�l u � � � ��J r�l U L�J LJ L� l�' � �� L■ � � �� LJ � � LJ � � PART D - SPECIAL CONDITIONS D-1 GENERAL: Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and Specifications, effective July 1, 1978, with the latest reyisions are made a part of the Contract Documents for this project. °The Plans, Special Conditions and Provisioris Documents, and the rules, regulations, requirements, instructions, drawings'or details referred to by manufacturer's name, number or identification ^included therein as specifying, referring or implying prod"uct conirol, perfortnance, quality, or other shall be binding upon the Contractor. The specifications and drawings shall be considered cooperative; therefore, work or material called for by one and not shown or mentioned in the other shall be accomplished or furnished in a faithful manner as though required by all. The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: � 1. Plans � � _ 2. Contract Documents `�r 3. Gene'ral Contract Documents and Specifications r- � �- LJ L■J' � L�J � I� � L�J The following Special Conditions 'shall be applicable�to this proj_ect and shall gove'rn over.any` conflicts with� the General C�ontract Documents under the provisions stated above. � D-2 PROJECT DESIGNATION: Construction under these Special Documents shall be performed under the Fort Worth Water Department Project Designations: Sewer Projeci Number: PS58-070580174960 Work to be performed under this contract will be at various locations throughout the City of Fort Worth. , . . . D-3 RIGHT TO AUDIT: RIGHT TO AUDIT: Part C- General Cgnditions, Section C8-$ `'' ., ._�. .e� .. u . ��, .� , '♦ " .i .� � -. J. 'u' . . ,.. . � µ*� .r � '� r r x,. + . � � .�MEASUREME . . , . . . . ..x., �t � ,� ... ,_ .� - „� s �;�� NT ANDPAYIVIENT,'Page C8=$ (5);�at�� tlie`followuig . �" # . . . � �' � * ,�. �_ # � "C8-8.14 RIGHT TO AUDIT: (a) Cbntractor agrees that the City shall, until the expuation of three (3) years after final payment under this contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contractor facilities and shall be provided adequate and appropriate work D � � D_� � � and or temporary�relocation of all utility poles, gas lines, telephone cables, utility services, water mains, sanitary sewer lines, electrical cables; d�ainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and or temporary relocation of such facilities shall be included in.the cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOVV�D. . ��, . ,- . , , Where existing utilities or service lines are cut, broken or damaged, the Contractor shall replace or repair the utilitie's'or service�-liries�witfi the same type of'original material and construction, or better, ttnless . otherwise shown. �or noted on the plans, at his own cost and expense. The Contractor shall immediately notify t�e Owner of the damaged utility or service line. He shall cooperate with the owners of all utilities to locate existing underground facilities and notify the Engineer at once of any conflicts in grades and alignment. � � In case it is necessary to change or move the property of any owner of a public utility, such property shall not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter upon the limits of the project for the purpose of making such changes or repairs, of their property that may be made necessary by performance of this contract. ' - D-11 EXPLORATORY EXCAVATIONS: ,_ In addition to those areas as may be designated on the Drawings, it shall be the Contractor's responsibility to excavate and locate existing utilities which may affect construction of the water and/or sewer facilities. All exploratory excavations sh�ll occur� far enough in advance to permit any necessary relocation to be made with minimum delay. All costs incurred by the Contractor in making exploratory excavations. shall be considered to be included in the unit price bid for constructing of water/sewer line or the associated structures. D-12 TEST HOLES: . The matter of subsurface exploration to ascertain the nature of the soils, including the amount of rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under that condition. Whether prospective�bidders perform this subsurface exploration jointly or independently, and whether they make such, determinations by the use of test holes or other means, shall be left. to,_, the discretion.,of�such'"prospective bidders. The cost of the rock removal and other' associated�_ appurtenances, if required, shall be included in the linear foot bid price of the pipe. D-13 SUBSTITUTIONS: The specifications for materials set out�the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until the Contractor has received. written permission of the Engineer to make a'substitution for the material which has been specified. Where the_ term "or equal" or "or approved equal" is used, it � .. D-4 a l�J � u � � � L�' �� ' _� �� r� � � � �d a �� . � � D � fl a � Q D a� � � � � � D D-7 COURDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. D-8 DEWATERING: The Contractor shall be responsible for determining the method of dewatering operation for the water or sewage flows from the existing mains and ground water. The Contractor shall be responsible for damage of any nature resulting from the dewatering operations. The DISCHARGE from any dewatering operation shall be conducted as approved by the Engineer. Ground water shall not be discharged into sanitary sewers. Dewatering shall be considered as incidental to a construction and all costs incurred will be considered to be included in the linear foot bid price of the pipe. � D-9 CROSSING OF EXISTING UTILITIES,: Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/or a proposed sewer line crosses over a water line and the clear vertical distance is less than nine (9) feet barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The required length �of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Ductile Iron Pipe with polyethylene wrapping as specified in Material Standard E1-6 cont�ined in the General Contract Documents. The material for sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping as specified in the General Contract Documents. Adapter fittings shall be a urethane or neoprene coupling A.S.T.M. C.-425 with series 300 Stainless Steel compression straps. Payment for work such as backfill, fittings, tie-ins and all other associated appurtenances required, shall be included in the linear foot price of appropriate bid item. D-10 EXISTING UTILITIE5: The plans show the locations of all known surface and subsurface structures. However, the Owner assumes no responsibility for failure to show any or all of these structures on the Plans, or to show them in their exact location. It is mutually agreed that such failure shall not be considered sufficient basis for claims for additional compensation for extra work or for increasing the pay quantities in any manner whatsoever. The Contractor shall be responsible for verifying the locations of and protecting all existing utilities, service lines, or other property crossed or exposed by his construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, D-3 � D-16 2:27 CONCRETE: L�1 Transportation and Public Works Department typical Sections for Pavement and Trench Repair of Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (Z) sacks of cement per cubic yard of concrete. With�� the exception of the cement content, � all other requirements shall meet or exceed Transportation and Public Works Department standard specification Item 406 Class D Concrete. D-17 PAVEMENT.REPAIR (E2=19�: (E2-19): The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing paver�ent as detailed in the Transportation� arid Public Works Department typical'sections for Pavement and Trench Repair for Utility Cuts, Figures 1 through 5. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with required materials as shown on the paving details, compacted and level with the finished street surface. This finished� grade shall be maintained in a serviceable condition until the paving has been replaced. All resident's driveways shall be accessible at night and over weekends. It has been determined by the Transportation and Public- Works Department that the strip of existing HMAC Pavement between the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) £eet or less in width. � Therefore, at the locations in the project v�rhere the trench wall is three (3) feet of less from the lip �o.f.the.,.exist.�ng�gutter, the. Contractor..shall�.be.required��to remo,ve 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 placement conditions will permii repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. A permit�must:be.obtained for the Department of Engineering's Pernut Desk by the Contractor in conformation with Ordinance No. 3449 and/or� Ordinance No. 792 to make utility cuts in the street. City Inspectors will inspect the paving repair after construction of each water and/or sanitary sewer main replacement. D-18 PAVEMENT REPAIR �IN PARHING AREAS:, The unit price �bid under appropriate �BID ITElV1(S) of'the Proposal sh'all cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing D-6 L�J � � u � � IJ l� � � i� � � �J L�1 �s1 � i� LJ L�J � L�J � L�'J i� �J L'_1 � �� '�� is understood that if a material, product, or piece of equipment bearing the name so used is furnished, it will be approved, 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, 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 acceptabilifiy of substitutions. The provisions of this sub-section as related to "Substitutions" shall be applicable to all sections of these specifications. D-14 CONCRETE SIDEWALK AND DRIVEWAY REPLACEMENT: At locations in the project where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be completely replaced for the full existing width, between existing construction or expansion joints with 3000# concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth Transportation/Public Works Department Standazd Specifications for Construction, Item 504, � _ At locations where mains are required t� be placed under existing curb and gutter, such curb and gutter shall be replaced to match type and geometry of the removed curb and gutter and shall be installed in accordance with City of Fort Worth Transportation/Public Works Department Standard Specifications for Construction, Item 502. Payment for cutting, backfill, concrete, forming materials, and all other associated appurtenances required, shall be included in the price bid. D-15 CRUSHED LIMESTONE BACKFILL: Where specified on the plans or directed by the Engineer, crushed limestone shall be used for trench backfill on this project. The material shall conform to Transportation and Public Works Standard Specifications for Street and Storm Drain Construction Division 2 Item 208.2 Materials and Division 2 Item 208.3 Materials Sources. Trench backfill and compaction shall meet the requirements of E2-2 Excavation and Backfill of the General Contract Documents and Specifications. Payment for crushed limestone backfill in place shall be made at the unit price bid in the D Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials of the General Contract Documents and Specifications. [� C� � D-5 � 4. MEASUREMENT: Trench depth is the vertical measurement from the top , of the existing ground to the bottom of the pipe or structures. The quantity of trench safety systems shall be � based on the linear foot amount of trench depth greater than five (5) feet. 5. PAYMENT: Separate payment will be made only when trench excavations exceed a depth of five (5) feet and shall be full compensation for safety system design, labor, tools, materials, equipment.and incidentals necessary, for the installation and removal of trench safety systems. D-20 SANTTARY�SEWER MANHOI,E�Si �� 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, unless amended or superseded by requirements of the Special Condition 1. Concrete Collars: when indicated on the plans will be required as per Figure 121. 2. Watertight Manhole Inserts: Watertight gasketed manhole inserts shall be installed in 'sanitary sewer manholes when indicated on the plans. Inserts shall be constructed in accordance with Fort Worth Water,Department Standard E100-4 and shall be fitted and installed according to the manufacturer's recommendations. 3. 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 of an approved equal sealant. The lift hole shall be sealed on the inside of the manhole with quick setting cement grout. 4. Final Rim Elevations: • ,.,. A.. Manhole..rims: in.parkways, lawns,,alleys, and other improved lands shall be at an elevation not more than one (1) inch nor less than one-half (1/2) inches above the surrounding ground. Backfill shall provide a uniform slope from the top of manhole casting for•not less that three (3) feet each direction to existing finish grade of the ground.. The grade of all surfaces shall be checked for proper slope . and grade by string lining the entire area re-graded near the manhole. . B. Manholes in open fie�ds, ,unimproved land, or drainage courses shall be at an .. ..:�_-; ,elevation shown.on the drawings or minimum of six (6) �inches above grade. 5. Manhole Covers: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick sIots. Covers shall set flush with the rim of the frame and shall have no larger than 1/8 inch� gap between � 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 arid area's specifically .°designated'on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where Locking Lids are specified. �� D-8 � � �. L�� I�l pavement. All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of fwelve (12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall be filled with crushed limestone base material, compacted and level with the finished� adjacent surface. This finished grade shall be maintained in a serviceable condition until the paving has been replaced. D-19 TRENGH SAFETY SYSTEM,: 1. GENERAL: This specification covers the trench safety requirements for all trench excavations in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. 2. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and � Health Administration Standards, 29 CFR Part 1926, Subpart P-Excav�tions, are hereby made a part of this specification and shall be the minimum goveming requirements for trench safety. � C�J L� � �� 'J �� I� � L�I LJ 3. DEFINITIONS: A. TRENCHES: A trench is referred to as a narrow excavation made below the surface of - the ground in which the depth is greater than'the width, where the width measured at the bottom is not greater �han fifteen (15) feet. If forms or other structures are installed or constructed in an excavation so 'as to reduce the dimension measured from the forms or structure to the side of the excavation to fifteen (15) feet or less at the bottom of, the excavation, the excavation is also considered to be a trench. - B. BENCHING SYSTEM: Benching means excavating the sides of a trench to form one or a series of horizontal levels or steps, usually with vertical or near-vertical surfaces between levels. C. SLOPING SYSTEM: Sloping means excavating to form sides of a trench that are inclined away from the excavation. D. SHIELD SYSTEM: Shields used in trenches are generally referred to as "trench boxes" or "trench shields." Shield means a structure that is able to withstand the forces imposed on it by a cave-in and protect workers within the structure. Shields can, be permanent structures or can be designed to be portable and move along as the work progresses. Shields can be either pre-manufactured or job-built in accordance with OSHA standards. E. SHORING SYSTEM: Shoring means a structure such as a metal hydraulic, mechanical or timber system that supports the sides of a trench and which is designed to prevent cave-ins. Shoring systems aze generally comprised of cross-braces, vertical rails (uprights), horizontal rails (wales) and/or sheeting. D-7 � . � 10. Sealing and/or Adjusting Existing Manholes: Excavate (rectangular full,depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a � minimum or six (6) inches of the manhole wall keeping the sides of the trench nearly vertical. A. Remove manhole frame from the manhole structure and observe the condition of the frame and grade rings. Any frame or grade ring that is not suitable for use , as determined by the Engineer shall be replaced. Grade rings that are constructed of.brick, block, or materials other than pre-cast concrete shall be replaced with pre-cast. concrete rings, or where necessary and approved by the Engineer, a pre- cast flat top section. �Pre-cast concrete rings, or pre-cast concrete flat top section will be the only adjushnents allowed. B. In brick or block manholes replace the upper portion� of the manhole to a point twenty-fou'r`(24)"inches"below� the frame: If the walls or�cone section �below this level are structurally unsound, notify the Engineer prior to replacement of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. C. Wire brush manhole frame and exposed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approved bonding agent follawed with an application of a quick setting hydraulic cement to provide a smooth working surface. D.� If the inside diameter of the manhole is too large to safely support new adjustment rings or frame, a flat top section shall be installed. E. Joint surfaces between the frame, adjustment rings, and cone section shall be free of dirt, stones, debris, and voids to ensure a watertight seal. Place a flexible gasket.joint material.in:two..concentric.rings:�along the�inside and outside edge of each joint, or use trowelable material in lieu or preformed gasket material. Position the butt joint for each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material� not specifically accepted by �the Engineer may :be used to obtain final surface elevation of the manhole frame. -., <, �. ,-= ,. F. In ,paved areas or future paved azeas, casting's shall be installed by using a '-�-= �.''� •�� , �=straight edge. not ,less than ten (10) feet long so that the top of the casting will conform to the slope and finish elevation of the paved surface. The top of the casting shall be 1/8 inch below the finished elevation. Allowances for the compression of the joint material shall be made to assure a proper final grade elevation. G. All exposed exterior surfaces shall be coated with two mop coats of coal tar ''' epoxy paint, Koppers "B�ituinastic Super Serv'ice Black", Tnemec "46-450 Heavy . Tnemecol", or equal to a minimum of 14 mils dry film thickness. D-10 � � �� l�J �� L�J � �J �� , I�I � � � � 6. Shallow Manholes: Shallow manhole construction will be used when manhole d�pth is four (4) feet or less. All shallow manholes shall be built in accordance with Figure 106 or per Figure 103 but with a flat slab top (no cone sections will be allowed). All shallow � manholes shall have a 24" x 40" cast uon tid and frame with pick slots. NOTE: MANHOLES PER FIGURE 105 WII..L NOT BE,ALLOWED. IlJ 7. Manhole Steps: No manhole steps are to be installed on any sanitary sewer manhole. � 8. Exterior surfaces of all manholes shall be=coated with two mop coats of coal tar epoxy paint, Koppers "Bitumastic Super Service Black", Tnemec, "46-450 Heavy Tnemecol", or equal to a minimum of 14 mils dry film thickness. � � � � Ll �� l'�J 9. Manhole Joint Sealing: . A. �eneral: All interior and/or exterior j oints on concrete manhole sections constructed for the City of Fort Worth Water Departmerit, excluding only the joints using a trapped type preformed O-ring rubber gasket shall require bitumastic joint sealants as per attached Figure M. B. Materials: This sealant shall be preformed and trowelable bitumastic as manufactured by Kent-Sea1,.Ram-Nek, E-Z Stick, or equal. The joint sealer shall -~� be supplied in ei�her extruded rope-form of suitable cross-sectional area or flat- tape form and�sliall be sized as recommended by the manufacturer and approved � by the Engineer. The joint sealer shall be protected by a suitable removable wrapper and shall not in any way depend on oxidation, evapora.tion, or any other chemical action for either its adhesive properties or cohesive strength. The joint sealer shall remain totally flexible without shrinkage, hardening, or oxidizing regardless of the length of time it is exposed to the elements. The manufacturer shall furnish an affidavit attesting to the successful use of the product as a preformed flexible joint sealant on concrete pipe and manhole sections for a period of at least five (5) years. � C. Installation of Joint Sealant: Each grade adjustment ring and manhole frame shall be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly clean of dirt, sand, mud, or other foreign amattex. A primer shall be applied to all surfaces prior to installing the joint sealant in ,accordance with the recommendations by the manufactwrer. The � protective wrapper shall remain on the joint sealant until immediately prior to placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and cover over manhole opening � with the bottom of the rings resting on bitumastic joint sealer. Frames and grade rings shall rest on two (2) rows (inside and outside) of bitumastic joint sealer. � � D-9 —' ' Exterior Surface: For a iJV inhibitor the resin on the exterior surface of the manhole shall have gray pigment added for a minimum thickness 0.125 in. Stubouts and Connections: Upon request stubouts may be installed. Installation of SDRPVC sewer pipe must be performed by sanding, priming, and using resin fiber-reinforced hand layup. The resin and fiberglass shall be same type and grade as used in the fabrication of the fiberglass manhole. Inserta-Tee fittings may be requested and installed per manufactures instructions. Kor-N-Seal tioots. may be installed by manhole manufacturer using fiberglass reinforce pipe stubout for K or N-Seal.boot sealing surface. C. REQUIREMENTS Exterior Surface: The exterior surface. shall be relatively smooth with no sharp projections. •- .. Hand-work finish� �is acceptab�le� if enough resin is � present to elimina�e fiber show. The exterior surface shall be free of blisters larger than 0.5 in. in diameter. � Interior Surface: The interior surface shall be resin rich with no exposed fibers. The surface shall be free of blisters larger than 0.5 in. in diameter and wrinkles of 0.125 in. or greater in depth. Surface pits shall be permitted if they are less than 0.75 in. in diameter and less than 0.0625 deep D. CONCRETE Fiberglass Bottom: Concrete may be used to form bench area and invert. Also concrete may be used on top of anti-floatation ring and around the reducer section as required for buoyancy: Concrete Bottom; Lower manhole into wet concrete until it rests at the proper elevation, with a minimum of 4 in. of fiberglass manhole inserted into wet concrete below flow line, then move manhole to plumb, The concrete shall extend a minimum of one foot from the outside wall of the manhole and a minimum of 6 in. above incoming lines. The inside concrete shall form the bench and invert area and rise a. minimum of,4.in. above incoming linesr � E.- BACKFILL Backfill Material: Unless shown otherwise on drawings and approved by the Engineer, sand, crushed stone, or .pea gravel shall be used. for backfill around the manhole for a minimum distance of one foot from the outside surface and extending from the bottom of the excavation to the top of the reducer section. Suitable materi�l chosen from the excavation may be used for the remainder of the backfill. The material chosen shall be free .of large lumps which will not readily break down�under.'compaction. � � Backfill Procedure: Backfill shall be placed in layers of not more than 121oose measure inches and mechanically tamped to 95% Standard Proctor Density, unless otherwise approved by the Engineer. Backfill shall be placed in such a manner as to prevent any wedging action against the fiberglass manhole structure.� • � � � � � • � . � � D-12 C�� 0 � l�*1 11. Measurement and Payment: A. The price bid for new/replacement manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including but not limited to joint sealing, lift hole sealing, and exterior surface coating. B. The price bid for adjusting and/or sealing of existing manholes shall include_all labor, equipment, and materials necessary for adjusting and/or sealing the � manhole including but not limited to joint sealing, lift hole sealing, and exterior surface coating. � � �J � � � � l� �� C. Payment for concrete collazs and watertight manhole inserts, if required, will be made separately, based on the appropriate bid items. D-21 FIBERGLASS MANHOLES: A. GENERAL: Fiberglass reinforced polyester manhole shall be manufactured from �cominercial grade polyester resin or other suitable polyester or vinyl ester resins, with fiberglass reinforcements. Manhole shall be a one piece unit manufactured to meet or exceed all specifications of ASTM D-3753 lat�st addition as manufactured by L.F. Manufacturing, Inc., Giddings, Texas or an approved equal. � B. MATERIALS . � � , . Resin: The resins used shall be a commercial grade unsaturated polyester resin or other suitable polyester or vinyl ester resin. Reinforcing Materials: The reinforcing materials shall be commerciaL. Grade "E" type glass in � the form of continuous roving, and chop roving, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. �� l�J � L�. I��l L�!' u Interior Surfacing Material: The inner surface exposed to the chemical environment shall be a resin-rich layer of 0.010 to 0.020 in. Thick. The inner surface layer exposed to the corrosive environment shall be followed with a minimum of two passes of chopped roving of minimum length 0.5 in to maximum length of 2.0 in. And shall be applied uniformly to an equivalent weight of 3 oz/ft^2. Each pass of chopped roving shall be well-rolled prior to the application of additional reinforcement. The combined thickness of the inner surface and interior layer shall' not be less than 0.1 in. .� . Wall Construction Procedure: After inner layer has been applied the manhole wall shall be constructed with chop and continuous strand filament wound manufacturing process which insures continuous reinforcement and uniform strength and composition. The cone section, if produced separately, shall� be affixed to the barrel section at the factory with resin-glass reinforced joint resulting in a one piece unit. Seams shall be fiberglassed on the inside and the outside using the same glass-resin jointing procedure. Field joints shall not be acceptable by anyone except the manufacturer. D-11 O � and material involving the 'tap' shall be included in the price bid for sanitary sewer service tapsi ' D-23 REMOVAL. SALVAGE. AND ABANDONMENT OF EXISTING FACILITIES: Any removal, salvaging and/or abandonment of existing facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done. in accordance .with •• Section E2=1`,5 ;Salvaging of Material and E2-27 Removing Pipe, of the General Contract Documents -and Specifications unless amended or superseded by requirements of this Special Condition. 1. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Departmer� warehouse � by the Contractor�in accordance with Section�E2=1.5 salvaging of materials.' Backfill material for the void meter box shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. If water main is to remain active, the Contractor will be required to plug the water service�line at the main. - 2. SALVAGE OF EXISTING WATER METER AND CONCRETE VAUL'� LID: Existing water meter and concrete vault lid shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 salvaging of Ynaterials. The concrete vault shall be demolished in place to a point not less than 18- inches below final grade. The concrete vault shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitab�le excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. 3. _ SALVAGE OF EXISTING FIRE.. HYDR.ANTS: - Existing fire h�drants. shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill .method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrouriding surface and grade. ,,,, . 4..SALVAGE OF EXIST�NG�GATE VALVE: Existing gate valve and valve box and lid pY �� shall be removed and.returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void area caused by the Valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade.� If the'valve is in a concrete vault �the vault` shall, be demolished in place to a point no less than 18" below final grade. , . .,�,.x �, . . . � ...... . • � D-14 � !il � � I� I�J � � �� l�*J L■J � � '`". � LsJ �� J �� i' � F. LOCATION , The fiberglass manhole shall be placed in non-traffic areas and easement areas only as loads produced by vehicles may be too great to be supported by the fiberglass manhole. � G. PAYMENT . The price bid for mew/replacement fiberglass manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole. . '�J � L�`J � L1 lJ LJ l*J � L� L�J � � � D-22 SANITARY SEWER SERVICES: Any reconnection, .Erelocation, replacement, or new sanitary sewer service shall 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 as active sewer taps. The service connections shall be constructed by the Contractor utilizing standard factory manufactured tees. Factory manufactured saddle taps may be used, but only as directed by the Engineer. The decision to use saddle taps as opposed to tees shall be made on a case by case basis. The Contractor shall "be responsible for coordinating the scheduling of tapping crews with building owners and the Engineer in order that the work be performed in an expeditious manner. A minimum of 24 hours advance notice shall be given when taps will be required. Severed service connections shall tie maintained as specified in section C6-6.15. ' -� - 1. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and fiunish a new tap. The fittings used for vertical adjustment shall consist of a maximum b�nd of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizQntal adjustment. All sanitary sewer service lines shall be replaced to the property line or easement line in alleys or easements, to the back of curb in streets, or as directed by the Engineer. Procedures listed below for Sewer Service Replacement shall be adhered to for the installation of any sewer service line including the incidental four (4) feet of service line which is included in the price bid for Sanitary ' Sewer Taps. Payment for work such as backfill, saddles, tees, fittings incidental four (4) feet of service line and all other associated appurtenances required shall be included in the price bid for Sanitary S�wer Taps. . 2. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directecl by the Engineer as required for there connection of the sewer service line: �If the sewei service line is in such condition or `adjustment necessitates the replaceinent of the sewer "service line, all work shall be performed by a licensed }�lumber. The length of the replacement shall be determined by the Engineer. All sewer services shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. Connection to the existing sewer service line shall be made with an appropriate adapter fitting. The fitting shall be a urethane �or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials such as backfill, pipe, fittings, and all other associated work for service replacements in excess of four (4) linear feet shall be included in the lineaz foot price bid for sanitary sewer service line. Payment for all work D-13 Gate Valves 16-inch and larger, and Sanitary Sewer Manholes regardless of location. Payment will be made for salvaging, aban3oning and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. D-24 DUCTILE-IRON AND GRAY-IRON FITTINGS: Reference Part E2 Construction Specifications, Section E2-7 Installing ,Cast Iron pipe, Fittings, and Specials, Sub-section E2-7.11 Cast iron Fittings: the first paragraph shall be revised to read as follow: - � � E2-7:11 DUCTILE-IRON AND GRAY-IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement mortar lining as stated in Section E1-7. The price bid per ��' ' ton� of fittings shall �be paymerit in �full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete locking, 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 sha11 precede horizontal concrete blockirig, vertical tie-down concrete blocking, and concrete cradle. Payment for polyethylene� wrapping, horizontal concrete blocking, vertical concrete blocking, and concrete cradle shall be included in bid items for valves and, fittings and no. other payment wi11 be allowed. � D-25 'MINORITY/WOMEN BUSINESS ENTERPRISE COMPLIANCE,: , . �wt .;r Reference Part C(General Conditions), Section C3-3.2 Entitled "MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE", shall be deleted and replaced with the following:. . .. . �� Upon request, Contractor agrees to provide to Owner complete and accurate information regazding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further ag�ees 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 MBE' and/or WBE. � The misrepresentation of facts (other than a negligent misrepresentation) and/or the �commission of fraud by the Contractor will� :_ be grouniis..for termination,of the contract and/or initiating ac`tion uncler' appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being deternuned to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. ' . .., ,,, . . , ... ,. . �,. D-16 � � L�1 � � � �i� � 1?�J -� � L� � L•J -. Y �, L!J � � � � � � � I� u 'J � L'J Ll LJ l� i � � I� IJ �J �� 5. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve and box lid �- ` shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box in place to a point not less than 18-inches below final grade. Concrete shall then be used as backfill material to match existing grade. ' 6. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have the top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area caused shall then be backfilled and compacted in accordance with backfill method as specified in. Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface � restoration shall be compatible with the existing surrounding surface and grade. 7. ABANDONMENT OF MANHOLES: Manholes to be demolished.in place shall have all pipes entering or existing the structure plugged with lean concrete. Manholes tops or cone section shall be removed to the top of the full barrel diameter section or to point not less than 18-inches below final grade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be either clean washed sand or clean, suitable excavated material appro�ed by Engineer. Surface restoration shall be compatible with surrounding surface. Payment" %r work involved in backfilling, plugging of pipe and all other appurtenant required, shall be included in the appropriate bid items). 8. �tEMOVAL OF �MANHOLES: Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The complete manhole including, top or Cone Section, all full barrel diameter section and base section shall be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill as approved by the Engineer. Surface restoration shall be com:patible with surrounding surface. 9. CUTTING AND PLUGGING OF EXISTING MAINS: At various locations on this project it may be required to cut, plug and block existing water mains/services or sanitary sewer mains/services in order to abandon these lines. Cutting and plugging existing mains and/or services shall be considered incidental and all costs incurred will be considered to be included in the linear foot bid price of the pipe, unless separate trenching is required. � 10. REMOVAL �F EXISTING PIPE: Where removal of the existing pipe is required. It shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydrants, and meter boxes shall be delivered to Water Department Field Operations, Storage Yard. 11. PAYMENT: . Payment for all work and material involved in salvaging, abandoning and/or removing of existing facilities shall be included in the linear foot bid price of the pipe except as follows: Separate payment will be made for removal of all Fire Hydrants, D-15 � D-29 BID OUANTITIES: t�1 Bid quantities of the various items in the Proposal are for bid comparison only and may not reflect the actual quanfities (See General Conditions C2-2.2 and C4-4.3). Moreover, there is to be no limit on the variations between the estimated quantities shown and .actual quantities performed. � � � D-30 SITE PREPARATION: The Contractor shall clear right-of-ways or easements of obstruction which must be removed to make possible proper prosecution of the work as a part of this project constxuction operations. The Contractor's attention is directed to Paragraph C6-6.10 Work Within Easements, Page C6- 6(4), Part C- General Conditions of the Water department General Contract Document and . � General Specifications. -- � ' ` � ' ' �- - � � ' � ' �� ' ` ` $ " Clearing and restoration shall be considered as incidental to construction and all costs incurred will be eonsidered to be included in the lin�ar foot price bid of the pipe. D-31 LIFE OF CONTRACT : It is contemplated that Work Orders will be issued to the Contractor for work to be performed under this Contract for not to exceed 365 calendar days �following the date of the Contract nor to exceed the limit of the bid price, whichever should occur first: The Contractor shall be required to complete any work covered by a Work Order issued prior to that date of termination but will not be required to accept any work order for execution dated after that date of termination. If the cost of the work performed under this Contract is less than the limit of the bid price at the end of the 365 calendar day period, at the City's option and the Contractor's concurrence, the Project may be extended to the limit of the bid price. . D-32 CONCRETE RIPRAP: 1. GENERAL: The following shall govern the furnishing "and placing of concrete riprap as shown on the plans or as directed by the Engineer. � .. 2. MATERIALS: Concrete for riprap shall be placed in accordance with the details and to the dimensions -shown on the plans or as established by the Engineer. Unless otherwise shown on .. •. • the plans,� concrete riprap shall be .reinforced using wire or bar reinforcement. Tlie concrete shall be 3000 PSI at 28 days, Class A. �Wire reinforcement shall be six (6) by six (6) inch No. 6 plain electric welded reinforcing fabric or its equal. A minimum lap of six (6) inches shall be used at all splices. At the edge of the riprap, the wire fabric shall not be less than one (1) inch, nor more that three (3) inches from the edge of the concrete and shall have no wire projecting beyond the last member parallel to the edge of the concrete:` � '' ' ReinforCement shall°be `supported'properly �tlii�oughout the placement to maintain its position equidistant from the top and bottom surface of the slab.. . ` � D-18 �I �� L�JI L�J LJ �� l� Ll � O � � � LJ u � u � L■1 L.J L�I � � � L1 l�J � D-26 CONNECTION OF EXISTING MAIN5: The Contractor shall determine the exact location, elevation, configuration, and angulation of existing water or sanitary sewer lines prior to manufacturing of the connecting pieces. Any differences in locations, elevations, configuration, and/or angulation of existing lines between the contract drawings and what may be encountered in the said work shall be considered as incidental� to construction. Where it is required tcs shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In case of shutting down an existing main, the Contractor shall notify Mr. Joseph Gagliardi, Manager of Construction Services Division, Phone No. 871-7813, at least 48 hours prior to the required shut down time. The Contractor's attention is directed to Paragraph CS-5.15 INTERRUPTION OF SERVICE, PageCS-5(5), Part C-GENERAL CONDITIONS OF THE WATER DEPARTMENT, GENERAL CONTRACT DOCLTMENTS AND GENERAL SPECIFICATIONS. The Contractor shall notify the customer both personally and in writing as to the location, time, and schedule of�the service interruption. The cost of removing any existing cbncrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included . in the linear foot price bid for the appropriate pipe size. . _ D-27 RIGHTS OF ENTRY: Rights of Entry have not been secured for this project at this time. No work is to be done in areas requiring rights of entry until the necessary permissions are obtained by the Contractor with the assistance of the Project Inspector. The easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additional payment will be allowed for this item. � D-28 CONNECTION TO EXISTING STRUCTURES: All connections between proposed and existing facilities, shall consist of a watertight seal. Concrete used in the connection shall be Class A(3000 PSI) coricrete and meet the requirements of Section E1-20 and E2-20 of the General Contract Documents. Prior to concrete placement,�a gasket, Rt�M-NEK or approved equal shall be installed azound penetrating pipe. Payment for such work as connecting to existing facilities including all labor, tools, equipment, and materials necessary to complete the work shall be included in the linear foot price of the appropriate pipe bid item. . D-17 L�J are opened and publicly read aloud, the proposals for which non-consideration requests have been properly filed may, at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set. for opening proposals, provided such telegraphic communication is received by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Manager is satisfied that a written and duly authenticated confirmation of such telegraphic communication, over the signature of the bidder was mailed prior to the proposal opening time. If such confirmation is not received within forty=eight (48) hours after the proposal �pening time, no further consideration will be given to the proposal. � D-35 BONDS (CITY LET PROJECTSI: Reference Part C, General Conditions, dated November 1, 1987; (City let projects) make the following revisions: . Pg. C3-3(3); the paragraph after paragra�h C3-3.7d--Other Bonds should be revised to read: No surety will be accepted by the owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the Owner. In order for a surety to be acceptable .to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties [Circular 870], or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to 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) 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. Pg. C3-3(5), paragraph C3-3.11 INSURANCE delete subparagraph a. COMPENSATION INSURANCE. � Pg. C3-3(6), Paragraph C3-3.11 INSURANCE delete subparagraph g. LOCAL AGENT FOR INSUR.ANCE AND BONDING. � D-36 BARRICADES. WARNINGS AND FLAGIVIEN: Reference . Part C- General Conditions, Section C6-6.8 BARRICADES, WARNINGS AND WATC�IMEN: 1. `Wherever the word Watchmen appears in this paragraph, it shall be changed to the word flagmen. 2. In the first paragraph, lines five (5) and six (6), change the phrase take all such other precautionary measures to� take all reasbriable necessary measures. D-20 C� J � .�� I � L�J �� '' lJ � L�i � � � � � a � Tf the slopes and bottom of the trench for toe walls are dry �nd not consolidated properly, the . � Engineer may require the entire area to° be sprinkled, or sprinkled and consolidated before the concrete is placed. All surfaces shall be moist when concrete is placed. � After the concrete has been placed, compacted, and shaped fo conform to the diinensions shown on the plans, and after it has set sufficiently to avoid slumping, the surface shall be finished with ry a wooden float to secure a reasonably smooth surface. � 3. PAYMENT: Payment for concrete riprap in place shall be made at the unit price bid in the � proposal multiplied by the quantity of materials used. Bid price will be full compensation for placing and materials, and for all labor, tools, equipment, and incidentals necessary to complete the work. � � ��9 �� r�i u � �J � � � � Payment for all necessary excavation below natural ground, and bottom or slope of the excavated charinel will be included in the bid price. D-33 TEMPORARY PAVEMENT REPAIR: The Contractor shall provide a temporary pavement repair immediately after trench backfill and compaction using a minimum of 2-inch hot or cold mix`asphalt over a minimum of six (6) inches of compacted flex base material. This temporary repair shall be rolled to provide a smooth transition between the existing pavement and the �temporary repair. The unit.p�ice bid under the appropriate bid item of the proposal shall cover.all cost for providing temporary pavement repair for all streets cut prior to street reconstruction. • D-34 INTERPRETATION AND PREPARA.TION OF PROPOSAL: Part C- General Conditions, Section C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL, Page C2-2 (4) exchange paragraphs C2-2.7, C2-2.8 and C2-2.9 with the following: C2-2.7 DELIVERY OF PROPOSAL;: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, to the Purchasing Manager or his representative at the official location and stated time set forth in the "Notice to Bidders." 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 description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, P.O. Box 17027, Fort Worth, Texas 76102. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the Purchasirig Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a proposal must be made in writing, addressed to the City Manager, and filed with him prior to the time set for the opening of proposals. After all proposals not requested for non-consideration D-19 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. The amount of surface area of erodible-earth material exposed at one time shall not exceed 750,000 square feet for each excavation operation, 750,000 square feet for each material source operation (other than :from commercially operated sources), 750,000 square feet for each preparing of riglit-of-way operation or 750,000 square feet for each clearing and grubbing operation, unless otherwise shown on the plans or with prior approval by the Engineer in writing. The CONTRACTOR shall also conform to the following practices and controls. All labor, �tools, equipment and incidentals to complete the work will not be paid for directly but shall be considered as subsidiary work to the various items included in the contract. (a). Waste or disposal areas and construction roads shall be located and constructed in a � manner that�will�min"imize'the amourit of.sediment entering streams. ' � b). Frequent fordings of live streams will not be permitted; therefore, temporary bridges or other structures shall be used wherever an appreciable number of stream crossings are necessary. Unless otherwise approved in, writing by the Engineer, mechanized equipment shall not be operated in live streams. � - (c). When work areas or material sources are located in or adjacent to live streams, such areas shall be separated from the stream by a dike or other barrier to keep sediment� from entering a flowing stream. Care shall be taken during the construction and removal of such barriers to minimize the muddying of a stream. (d). All waterways shall be cleared as soon as practicable of falsework, piling, debris or other obstructions placed during construction operations that are not a part of the finished work. (e). The CONTRACTOR shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumens, calcium chloride or other harmful materials. He shall `conduct and schedule his operations so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish. 3. SUBMITTAL: Prior to the start of the applicable construction, the� CONTRACTOR shall submit for -approval.his. schedules for accomplishment of soil-erosion-control work and his plan to keep the area of erodible-earth material to a minimum. He shall also submit for acceptance his proposed method of soil-erosion control on construction and haul roads and material sources and his plan for disposal of waste materials. No work shall be started until the soil-erosion control schedules and methods of operations have been reviewed and approved by the Engineer. 4. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary `ero�ion'control shall' be considered, subsidiary to the coritract and no extra pay will be given for,this work. D-22 ��-- � D-37 DISPOSAL OF SPOIL/FILL MATERIAL: � � � L'�J � L'J � L=J L�J �� L�i I�J �� Prior to the disposing of any spoiUfill .material, the � Contractor shall advise the Director of Engineering Department, the City of Fort Worth's Floodplain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not dispose of such material until the proposed sites have been determined by the Administrator to meet the requirements of the Floodplain Ordinance of the City of Fort Worth (Ordinance No. 11517). All disposal sites must be approved by the Administrator to ensure that filling is not occurring within a floodplain without a permit. A floodplain permit can be issued upon approval of necessary engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approval of the Contractors disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known floodplain or by a Flood Plain Fill Permit authorizing fill within the floodplain. Any expenses associated with obtaining the fill permit, including any necessary engineering studies, shall be at Contractors' expense. In the event that the Contractor disposes of spoiUfill material at a site without a fill permit or a letter from the Administrator approving the disposal site, upon notification by the Director• of Engineering Department, Contractor shall remove the spoiUfill material at its expense and dispose of such materials in accordance with the Ordinances of the City,and this section. D-38 TEMPORARY EROSION. SEDIMENT, & WATER POLLUTION CONTROL: 1. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of _the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures shall include dikes, dams, berms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. . . 2. CONSTRUCTION REQtJIREMENTS: 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-eazth material exposed by excavation, bonow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamiriation of adjacent streams, other water courses, lakes; ponds or other areas of water impoundment. Sucfi work may involve the construction of temporary berms, dikes, dams, sediment basins, slope drains and use of temporary mulches, mats seeding or other control devices or methods directed by the Engineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop 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 D-21 '�J The acceptance by the Contractor of the individual payment as aforesaid shall operate as and shall release the Owners from all claims or liabilities under the Contract for anything done or furnished or relating to the work under that Work Order or any act or neglect of said City relating to or connected with the Contract. The making of the payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter." Bidder's Initials D-41 DETERMINATION AND I1vITIATION OF WORK : .-- The �Engineer shall determine� and designate to the Contractor the location of the service main requiring extension or replacement by a Work Order together with a sketch for each such extension or replacement, giving the limits, size and the nature of work required. The Engineer will notify the contractor that a work order is ready and fax the contractor a copy of the work order notification. The contractor is to provide his fax number to the engineer at the pre- construction conference. Single or several work orders may be issued at one time. The �ontractor shall initiate work on an extension or replacement within � 7 working days of the date the work order is faxed to the contractor, and continue work on the work order until it has been completed, not including paving., The contractor shall furnish and supply sufficient equipment and personnel to complete the work order in the amount� of time provided for in the work order. Should the contractor fail to start any work order within the time specified, he shall add the necessary work crews and equipment to prosecute the work to complete the work order or work orders in the time provided therefore. D-42 LIOUIDATED DAMAGES : ,. . . , � . . ,. � . : ? . ,� . ��,... . . . . . - . , . . , . , .,. The contractor shall pay liquid`ated damages of twenty-five dollars ($25.00) per day per Work Order, for failure to begin a work order within seven (7) working days of the date the work order is faxed to the contractor. Failure to complete project within the stipulated construction time on the work order, the contractor will pay liquidated damages in the amount stipulated in these contract documents. D-43 WORK ORDER COMPLETION TIME: The time of completion of each individual work order is an essential element of this contract. Each work order issued will have the maximum allowed number of calendaz days allowed for the completion of that specific work. Should the contractor fail�to complete an individual work order in the given�amount of calendar days as specified on each individual work order, liquidated damage charges� as prescribed in Part C�- �eneral�Conditions C7-7.10, Tiine"of Completion will be �subtracted froin the final pay D-24 L�J � � � � � L� � lil �' � � �J �J ��I � �i D-39 HYDRO MTJLCH SEEDING AND SODDING: Any sodding or hydro mulching required will be done in accordance with Fort Worth Public Works Department Standard Specifications Items 118 and 120. If in the opinion of the Engineer, additional seeding and/or sodding is required .due to .the Contractor's construction, this will be seeded and sodded at the expense of the Contractor. Payment for work and all associated appurtenances required, shall be includ�d in the appropriate bid item(s). D-40 PAYMENT : '�' Because of the unique nature of this project, C8-8.5 PARTIAL ESTIMATES AND RETAINAGE of the General Conditions shall not apply and shall be superseded by the � following: (Please initial both pages included in change). �i L�I L�'9 '�J L� L_J "Whenever_ the improvements' prescribed by an individual Work Order have been completed, the Contractor shall notify the Engineer. The Engineer or other appropriate offcial of the Owner will, within a reasonable time, perform the inspections. If such inspection reveals that the improvements are in an acceptable condition and have been completed in accordance with the terms of the Contract Documents and all approved modifications thereof, the Engineer will recommend acceptance of the extension under that particular Work Order and recommend payment therefore. If the Engineer finds that the work has not been completed as required, he shall so advise the Contractor in writing, furnishing him an itemized list of all� known items which have not been completed or which are not in an acceptable condition. When the Contractor has corrected all such items, he shall again notify the Engineer that the improvements are ready for inspection, and the Engineer shall proceed as outlined above. Whenever the improvements prescribed by the individual Work Order have been completed and all requirements of the Contract Documents have been fulfilled on the part of the Contractor, an estimate showing the value of the work will be prepared by the Engineer as soon as the necessary measurements, computations, and checks can be made. .. � The amount of the estimate will be paid to the contractor a$er acceptance by the Water � Department Director, provided the Contractor has furnished to the Owner satisfactory evidence of payment as follows: Prior to submission of the estimate for payment, the Contractor shall execute an affidavit, as furnished by the City, certifying that all persons, firms, associations, � corporations, or other organizations furnishing labor and/or materials under that Work Order have been paid in full, that the wage scale established by the City Council in the �City of Fort Worth has been paid, and that there aze no claims pending for personal injury and/or property � damages. � � D-23 0 �,■I LJ person has employees. This includes, without limitation, independent contractors, subcontractors,�Ieasing companies, motor carriers, owner-operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. � 2. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amq°unts and . filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing servioes on the project, for the duration of the project. 3. The Contractor must provide a certificate of coverage to the City prior to being awarded �the contract. 4. If the coverage period shown on the Contractor's current certificate of coverage ends - during the duration of the project, the Contractor must, prior to the end of the coverage �period, file a new certificate of coverage with the City showing that coverage has been extended. _ 5. The Contractor .shall obtain from each person providing services on a project, and provide to the City: (a) a certificate of coverage, prior to that person beginning work on the project, so the City will have on file certificates of coverage showing coverage for all persons providing services on the project; and .. ..� . ,... � � . ., �. ... � . , .., .� f. � .. ., :�.>. .. , � _ ... (b) no later than seven days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 6. The Contractor shall retain all required certificates of coverage for the duration of the proj ect and `for one yea[r thereafter. �� 7...The,Contractor. shall notify the City in writing by certiiied mail or personal delivery, within ten (10) days�after the Contractor knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project. 8. �The�Contractor shall post�on each�project site �a notice, in the text, form and manner prescribed by the Texas� Workers' Compensation Commission, informing all persons '' ''providing' services ori the 'project that tliey are required to be covered, and stating how a person may verify coverage, and report lack of coverage.. � D-26 �� I� !�7 �� r,,� � � � � l�' � LJ � '�J L�'" �J � � � � � � � � estimate of that particular work order. The actual installed quantities amount will be used in determining the amount of calendar days allowed. D-44 MOVE IN CHARGES : A work order may contain one or more locations. One move-in fee will� be paid for the contractor per work order issued: Locations for multiple sites per work order will be in the same general vicinity, if possible, and if so, only one mobilization charge will be paid. D-45 WORKERS' COMPENSATTON INSURANCE: A: Contractor's Worker's Compensation Insurance. Contractor agrees to provide to the Owner (City) a certificate showing that it has obtained a policy of workers compensation insurance covering each of its employees employed on the project in compliance with state law. No Notice to Proceed will be issued until the Contractor has complied with this section. B: Subcontractor's Worker's Coinpensation Insurance. Cor�tractor agrees to require each and every subcontractor who will perform work on the project to provide to it a�ertificate from such subcontractor stating that the subcontractor has a policy of workers compensation insurance covering each employee employed on the project. Contractor �will not pe�rnit any subcontractor to perform work on the project until such certificate has been acquired. Contractor� shall provide a copy of all such certificate to the Owner (City). ' _ C: Workers Compensation Insurance Coverage. I. Definitions: Certificate of Coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the Texas Workers' Compensation Commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84),• showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. �� "' Duration of the Project. Includes the time from the beginning of the work on the � project until the Contractor's/person's work on the project has been completed and accepted by the City. � � I� Persons providing services on the project ("sub�ontractor" in Section 406.096). Tncludes all persons or entities performing all or part of the services the Contractor has �undertaken to perform on the project, regardless of whether that person contracted directly with the Confiractor and regardless of whether that D-25 � l�J Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or oth�r �ivil actions. 11. The Contractor's failure to comply with any of these provisions is a breach of contract by the Contractor which entitles the City to. declare the contract void. if the Contractor does not remedy the breach within ten (10) days after receipt of notice of breach from the City. . ,.� , ., D. Posting of Requireii Wo'rker's Compensation Coverage. "The Contractor shall post a notice on each project site infornung all persons providing services on the project that they are required to be,covered, and stating how a person may verify current coverage and report failure' to provide coverage. This notice does not satisfy other posting requirements imposed•�by�-the ��'exas Work�r's Compensation Act or �other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point bold type and text in at least 19 point normal type, and shall be in both English and Spanish and any other language common to the worker population. The text for the notices shall be the following text, without any additional words or changes: REQUIRED WORKERS' COMPENSATION COVERAGE "The law requires that each person working on this site or providing services related to this construction project•must be covered by workers' compensation insurance. This includes, persons providing, hauling, or delivering equipment or materials, or providing labor or transportation or other service related to the project, regazdless of the identity of their employer or status as an employee." � "Call the Texas Workers' Compensation Commission at 512-440-3789 to receive information on ,,. .. the legal requirement, for „coverage, to verify whet�er :your employet has provided the required coverage, or to report an employer's failure to provide coverage." D-46 TRENCH EXCAVATION. �BACKFILL. AND COMPACTION: Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. slialT be in accordance with Sections E1-2 _.__BACKFILL and E2-2 EXCAVATION AND BACKFILLr.of the General.Contract Documents and Specifications.:except as specif ed herein. � ' �' ' � " � � ' 1. TRENCH EXCAVATION: In accordance with Section E2-2 EXCAVATION AND ��l u � � �� L�, �. Y �` . BACKFILL, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the.Engineer determines that the design loadings of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. �The expense.of such remedial measures shall be entirely the Contractor's own. All trenching operations shall be confined to the width of permanent right of way; permanent easements'a�id"any temporary construction easements. All excavation'shall be in strict compliance with the Trench Safety Systems Special Condition of this document. D-28 � L!' �� u � 9: �The Contractor shall contractually require each person with whom it contracts to � provide services on a project, to: (a) provide coverage, based on proper reporting on the classification codes and � payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(4) for all of its employees providing services on the proj ect, for the duration of the proj ect; � �� (b) provide to the Contractor, prior to that person beginning work on the project, a certifcate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certif'icate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the proj ect; �!J lJ � L�J L�1 O I�J L�J L�i � L�9 (d) obtain from each other person with whom it contracts, and pravide to the Contractor: (1) a�certificate of coverage, prior to the other person beginning work on the project; and � (2) a new certificate of coverage showing �extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one yeaz thereafter. ( fl notify the City in writing by certified mail or personal delivery, within ten (10) days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts, to perform as required.by paragraphs (a)-(g), with the certificates of coverage to be provided to the person for wliom they are providing services. 10. By signing this contract or providing or causing to be provided a certificate of coverage, the Contractor is representing to the City that all employees of the Contractor who will provide services on the project will be covered by workers' compensation coverage for. the duration af the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self-insured, with the Texas Workers' Compensation Commission's Division of Self-Insurance Regulation. D-27 at the commercial rates determined by the City. These soil � density tests shall be performed at two (2) foot vertical intervals beginning at the level two (2�feet above the top of the installed pipe and continuing to the top of the complete backfill to intervals alox�g the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing trench safety system for tests conducted by the City. . '� 4. �VIEASUREMENT� AND PAYMENT: All material, including any and all Type 'B' -�backfill, and labor costs of excavation and backfill will be included in the price bid per linear foot of water and/or sewer pipe. All costs involved in performing the trench compaction tests made by independent laboratories shall be included in the price bid for • Trench Compaction Tests. D-47 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITA.RY SEWERS,: A. General: This special condition covers the furrushing of all necessary materials and equipment to perform post-construction television inspection of all sanitary sewer lines installed under thi§ contract. This television inspection is considered as a part of the final inspection. A satisfactory inspection is required before the project is considered complete. B. Material: 1. VHS format video cassette recording equipment and tapes are required for video taping: The television camera used for the �inspection shall be specifically designed and constructed for such inspection and shall provide a color picture. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe acceptable to the Emgineer. The camera shall be operative in 100% humidity conditions and-shall have a minimum of 6001ine resolution. , ,_., .._ _�. Recording equipment.shall be equipped.with data recorder capable of the following: a. Date and time; b. Footage; c. Project name, contract number, contractor, and inspection firm; and d. Location, main/lateral number, and station number C. Execution: 1. The Contractor shall obtain the services of a qualified independent company to perform the television inspection. 2. The Contractor shall provide traffic control during inspection operations to maintain public traffic and safety of all personnel. 3. The Contractor sh�ll clean'all construction debris, sand, and gravel from the sanitary sewer to be inspected. ' _ ,, 4. Satisfactory.precautions shall be taken to protect the sanitary sewer lines from damage D=30 � �'J � LJ � � � l..`J LJ 2. TRENCH BACKFILL: Trenches which lie outside existing or future pavement shall be backfilled above the top of the embedment material with Type 'C' backfill material. Excavated materials used for Type 'C' backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in . all involved areas, with a map showing the location and depth of the v_arious test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E1-2.3, �TYPE 'C' OR 'D' BACKFILL, and E2-2.11 TRENCH BACKFILL for additional requirements. When Type'C' backfill material is not suitable, at the direction of the Engineer, Type'�' backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure A. 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, loam, or vegetable matter and shall meet the following gradation: - Size Sieve � % Retained #4 0-5 . #16 0-20 #50 0-50 #100 60-95 #200 90-100 (P.I. = 8 or less) � � � I�, � � L�! 3. TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 BACKFILL. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D-698) by means of tamping only. Trenches which lie under existing or future pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, tamping, or a combinatio� of �nethods . (A.S.T.M. D-698). Backfill material to be mechanically tamped must be withiii +/- 4% of its optimum moisture content. The top two (2) feet of sewer line trenches and fhe top eighteen (18) inches of water line trenches may be rolled in with heavy equipment tires, provided the backfill is placed in lifts appropriate to the material being used, and the operation can be performed without any damage to the installed pipe. The City, at its own expense, will perform trench compaction tests per ASTM. standazds on all trench backfill. Any retesting required as a result of failure to compact the backfill material to meet the standards will be at the expense of the Contractor and will be billed D-29 �!J result in rejection of the video tape by the Engineer. Any sewer line whose video tape is not acceptable to the Engineer shall be re-televised at no expehse to the City. � c. Defects shall be describe and quantified on the video tapes by the company doing the inspection. Measurements for location of defects in sewer mains shall be at the ground level by means of a metering device. Marking of cable or the like which requires interpolation for depth of manhole will not be . allowed. Measurement ineters shall be accurate to 0.2 feet: Measurements shall be taken from the center of the manhole and displayed on the video tape. d. A typewritten report shall be provided with the video tape. Each run sheet shall identify the segment being televised, and the location of each service or defect with its appropriate clock position. � � '' ` � � ' ' e. Upon completion of the project, the Contractor shall provide to the City the video tapes of each section of sanitary sewer line televised. D. Measurement and Payment: Payment for intemal television inspection shall be paid at the contract price per linear foo't of sanitary sewer pipe televised. Length shall be measured in place' along the centerline of the pipe for each sewer segment. The contract price shall include all costs associated with internal television inspection, viewing, record logs, and cassette video tapes. D-48 PRE-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: 1. GENERAL: Prior to the reconstruction, sanitary sewer lines shall be cleaned, and a television inspection and dye tests performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and..inspection.of.the. sev�er,lines bymeans �of closed-circuit television (CCTV). Satisfactory precautions shall be taken to protect the sewer lines from damage that might be inflicted by the improper use of cleaning equipment. 2. HIGH VELOCITY JET (HYDROCLEANING) EQU�MENT: The high-velocity sewer line cleaning 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 cleaneci. The 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 fhe cleaning operation to protect against flooding of the sewer. The movable dam shall be equal in diameter to the pipe being cle�ned and 'sHall"provide a flexible scraper�around the outer periphery to�insure removal of grease. If sevver cleaning..balls or other equipment which cannot be collapsed aze used, special D-32 � � L� � �1 L'J L�J � 1� � �� V �J � u � '� ` that might be inflicted by the improper use of inspection equipment. Any. damage done during inspection shall be repaired by the Contractor.--There shall be no additional payment for tliese repairs. � 5. Internal Television Inspection: a. The inspection shall be done. one sewer section at a time. The section being inspected shall be isolated from the remainder of the sewer in a manner approved � by the Engineer. Any defects found shall be repaired by the Contractor and then re-inspected. There shall be no additional compensation allowed for such repair � or re-inspection. � b. The camera shall be moved through the line in either direction at a uniformly slow rate, stopping at all defects to allow adequate evaluation by the Engineer. In addition, the camera shall be stopped at each service connection. c. Cost for excavation to retrieve inspection equipment shall be the responsibility of the Contractor. The City shall not be liable for any costs relative to retrieving °-= �inspection equipment from the sanitary sewer system. L'-J L'J � Lsl d. Sanitary sewer r�ains must be laced with enough water to fill, all low points. The television inspection must be done immediately following the lacing of the main with no water flow. Sanitary sewage may be used to propel the camera if . the main is live. However, flow may be restricted in a manner approved by the Engineer when necessary to provide a clear image of the sewer being inspected. e. Telephones, portable radios, CB, walkie talkies, or other electronic means of communication must be set up where 'voice or manual communication is not feasible. � 6. Viewing: � a. The television inspection company shall provide facilities for the purpose of viewing the monitor while the inspection is in progress. b. The Engineer sha�l witness the television inspection. �', LJ 7. Record Logs , ;; r," '�� x -• ��_ a. The video tape o� each sewerTseginent shall note on the tape the �project � name � and number, the main or lateral number, the beginning manhole station, the ending manhole station, the time and date of the inspection. Footage for camera location in the sewer line shall be displayed continuously during the inspection. � . b. The original unaltered cassette video tapes will be reviewed by the Engineer � for focus, lighting, clarity of view, and technical quality. The inspection company shall maintain sharp focus, proper lighting, and clear, distortion-free � viewing during the camera operations. Failure to maintain these conditions can L�1 D-31 � 6. EXECUTION: � . A. TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, stopping when necessary to permit proper documentation of any sewer service taps. In no case will the television �camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, TV 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. . Wlieri mmanually. operated winches are used to pull the television camera through the line, telephones or other� suitable means of communications shall be set up between the two manholes of the section being inspected to insure good communications between members of the crew. �-- � The importance� of accurate'distance�measurements is emphasized. Measurement for location of sewer service taps shall be above ground by means of a meter device. Marking on the cable, of the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall be checkeii 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 tliat 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 cos�ts must be included in the bid price for Television Inspection. The cost of retrieving the television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television Inspection. B. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will cleazly show the location•.in, relation.to; an•adjacerit- manhole of each •sewer service tap observed during inspection. In addition, other points of significance such as locations of unusual conditions, roots, storm sewer connections, broken pipe, presence of scale and corrosion, and other 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 �ontractor 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 replaced. Videotape recording• playback shall be at the same• speed that it was recorded. The television� tapes shall be fumished to the C�ty for review immediately upon completion of the television inspection and� may be� retained a' maximum of thirty (30) �calendar days. The equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to D-34 � � �� LJ �� t�J � � L�J � � � Ir,� U � � � � � � precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage present in the sewer lines shall be utilized to provide necessary fluid for �� hydraulic cleaning devices whenever possible. � 3r �LEANING PROCEDURES: The designate� sewer manhole sections shall be cleaned using high-velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obstructions from the sewer lines and manholes. If cleaning o#' an � entire section cannot be successfully performed from one manhole, the equipment shall be set up on the other manhole and cleaning again attempted. If; again, successful cleaning cannot be performed or the equipment fails to traverse the entire manhole section, the Engineer will � determine if a major blockage exists and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working procedures, the water shall be conserv.ed and not used unnecessarily and will be metered using �the Contractor's meter. No fire hydrant shall be obstructed in case of a fire in the area served by , the fire hydrant. Before using any water from the City Water Distribution System, the Contractor shall apply for and receive permission from the Water Department. The Contractor �' shall be responsible for the water meter and related charges for the set up, including the water usage bill. All expenses shall be considered incidental to cleaning. �� u � � � � LJ 4. DEBRIS REMOVAL AND DISPOSAL: All� 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 stoppages, accumulations of sand in wet wells, or damage pumping equipment, shall not be permitted. All solids or semisolids resulting from the cleaning operations shall be removed from the site and disposed of at a site approved by the Engineer. All materials shall be removed from the site no less often than at the end of each work day and disposed of at no additional cost to the City. Under NO circumstances will the Contractor be allowed to accumulate debris, etc., on the site of work beyond the stated time, except in totally enclosed containers and as approve by the Engineer. The Contractor must also be responsible for any permits required for hauling and disposing of this material. � � UNllER NO CIRCUMSTANCES SHALL SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR INTO DITCHES, CATCH BASINS, STORM DRAINS, OR SA1vITARY SEWER MANHOLES. � . . � 5. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shall be capable of � producing picture , quality to the, satisfaction of the Engineer; and if unsatisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. � D-33 _ � 1� D-49 VACUUM TESTING OF SANITARY SEWER MANHOLES: A. General: This item shall govern the vacuum testing of all newly constructed sanitary sewer manholes. l�J B. Execution: � . 1. Test Procedure: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all,drop-connections and gas sealing connections shall be installed prior to testing. The sewer lines entering the manhole shall be plugged and braced to prevent the plugs from 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 below. ' � Height of 48-Inch Dia. _ 60-Inch Dia. . . Manhole (ft) Manhole Manhole - 0' to 20' 20' to 22' 22' to 24'' 24' to 26' 26' to 28' 28' to 30' For each additional 2'. 40 sec 44 sec 48 sec 52 sec 56 sec 1 min. 4 sec.; 50 sec 55 sec 1 min. 1 min. 5 sec 1 min. 10 sec 1 min. 15 sec 5 sec 2. 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 re-tested as described above until it has successfully passed the test. 3. sFollowing completion o� a successful test the �nanhole shall be restored to'its normal condition, �all temporary plugs shall be removed and disposed of in a manner satisfactory to the Engineer. � C. Payment Vacuum 'testing � of sanitary sewer manholes shall be considered hydrostatic or pneumatic testing. The cost of all material, labor, - required in testing shall be included in'the price per foot of pipe in place. D-36 � l� � �� L'J an alternative to '� equipment, etc... L�1 L L� 0 � �d � � �J � L'� � L�l � L➢ 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 sanitary sewer line or to locate sewer service connections, the Contractor shall be required to re-televise and provide a good tape of the line at no additional cost to the Gity. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for television inspection of 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. This inability to produce a good quality tape does not apply to Post-Construction inspection as covered in D-40. Upon completion of review of the tapes by the Engineer, the Contractor will be notified as to which sections of the sanitary sewer lines are to be abandoned. Tapes will be returned to the Contractor upon completion of review by the Engineer. All costs associated with this work shall be incidental to unit prices bid for items unc�er Television Inspection of t�ie proposal. 7. PAYMENT OF CLEA1vING AND TELEVISION INSPECTION OF SANITARY SEWERS: The unit price , for Cleaning and Television Inspection of sanitary sewers shall be full compensation for all costs connected with cleaning and providing the Engineer with tapes of a quality that the . particular piece of .sewer can be readily evaluated as to �xisting sewer conditions, and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. � � The primary putpose of cleaning is for television inspection and rehabilitation; when a portion of a sewer line is not or cannot be televised or rehabilitated, the cleaning�of that portion of the line shall be incidental and no payment shall be made. Payment shall be made for all segments of good tapes accepted by the Engineer after the review. No additional payment will be made in the event the Contractor has to pull the television camera from two directions - to obtain and provide an acceptable tape for review by the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage � of the camera. The methods used for securing passage of th� camera are to be at the option of the ' Contractor and the costs must be included m the bid pnce for Television Inspections. The cost of � retrieving the television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television Inspection. L�1 �J � The item shall also include all costs of installing and maintaining any by-pass.pumping required to provide reliable, regular sewer service to the area residents. All by-pass pumping shall be incidental to the project. D-35 � D-55 SAMPLES AND OUALITY CONTROL TESTING: A. The Contractor shall furnish, at his own expense, certifications by a private laboratory for all materials proposed to be used on the �pro�ect, including a.mix design for any �sphaltic 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 tlie City. � C. Quality control testing of in-place material on this project will be performed by the city at its own expense. Any re-testing 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 his responsibility to furnish materials and equipment conforming to the requirements of the contract. , D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. -The Coritractor shall provide access and trench-safety system ,(if required) for the site to be tested, and any work effort involved is deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy of the trip ticket for each load of fill materi�l delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. � � � � � D-56 PIPE ENLARGEMENT SYSTEM: A. GENERAL � - ' . . ,. 1. Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlargement system, herein called Pipe Bursting or Pipe Crushing (Pipe Burstirig/Crushing) which splits or bursts the existing sanitary sewer pipe to install a new polyethylene pipe and reconnect existing sewer service connections. „� 2. Methods: This section specifies the approved system method or p�rocess to include all labor, materials, tools, equipment and incidentals necessary to provide for the complete rehabilitation of deteriorated gravity sanitary sewer lines by the Pipe Bursting/Crushing systems. Approved methods include: the PIM Corporation (PIM System), Piscataway, New Jersey; � McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; Trenchless Replacement Systems (TRS System), Calgary, Canada; and Miller Pipeline Corporation�� (Xpandit �System), Indianapolis, Indiana Pipe Bursting/Crushing systems. D-38 L�� LJ �I, LJ �!J �� Q � � !� � � � �1 � L_i' � D-50 CONSTRUCTION TIME RESTRICTIONS,: Work shall not be performed on certain locations/streets during "peak traffic periods" as determined by the city traffic engineer and in accordance with the applicable provision of the "City of Fort Worth Traffic Control Handbook for Construction and Maintenance Work Areas." D-51 OPEN CUTTING PAVEMENT: If the Contractor encounters any situations which require open cutting of pavement, they must n notify George Behmanesh, Infrastructure Program Manager, at 871-7914 forty eight (48) hours :�d prior to cutting pavement. �, � � � � �J � D-52 EMERGENCY SITiJATION. JOB MOVE-IN: The Engineer shall determine when an emergency situation exists. When emergency work is required, the Contractor shall mobilize to the said location within twenty-four (24) hours after given notification from the Inspector and/or Projec� Manager. When sanitary sewer emergency work is required; the contractor shall make all necessary -anangements for bypass pumping, setting up barricades, nofifying citizens, Pre-Construction Cleaning & Television Inspection, etc., while waiting for other utilities to be located .as directed by the engineer. The Contractor shall work continuously until the emergency work order has been completed at a time agreed"to by the Project .Manager, Inspector, and Contractor. Should the coritractor elect to� perform the emergency work with personnel and equipment akeady committed to an in progress work order, upon previous agreement between the City and the contractor, contract time will cease on the in progress work order for the time charged to the emergency work order. If the contractor elects to move a crew from an on-going work order to the emergency site, no charge for remobilization will be paid when the crew returns to the prosecution of the on-going work order. D-53 SPECIFICATION REFERENCES: When reference is made in these specifications to a particular A.S.T.M., AWWA, ANSI, or other specification , it shall be understood that the latest revision of such specification, prior to the date of these general specifications or revisions thereof, shall apply. D-54 EXPLANATION OF BID ITEMS: - �- � :� •�� -°- - � �- - � � �-.. _ o� �._ . � _�.- The total scope of work for this job has been sepazated mto several bid items as shown in the �j Proposal. All materials and workmanship necessary to furnish a complete and functional job, �� whether shown, included or implied in the construction plans and/or specifications, shall be � '�l u supplied in this contract. The Contractor shall include the cost for all miscellaneous and subsidiary work not specifically mentioned in the Proposal in the various bid prices. D-37 �J b) Working drawings for information only showing sewage flow by-pass, and maintenance of traffic. Contractor shall provide for continuous sewage flow. Dewatering shall be the Contractor's responsibility. (4) Certification of workmen training for installing pipe. Q (5) Television inspection reports and video tapes made after new pipe installation. � � Delivery, Storage, and Handling: (a) Transport, handle, and store pipe and fittings as recommended by . manufacturer: ,r . , .. .� . . , � � � � � � � (b) If new pipe and fittings become damaged before or during installation, it shall be repaired as recommended by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceedingfurther. (c) Deliver, store, and handle other materials as required to prevent damage. � �� L�J L■J �� B. MATERIALS � -� 1. Polyethylene Piping Material: The pipe and fitting material shall be high' densify, extra molecular weight (EHMV� polyethylene pipe material conforming to ASTM D- 1248, Type III, Class C, Category %, Grade P34, a�d have a PPI (Plastic Pipe Institute) recommended designation of PE3408 and cell classi�cation 345434C per ASTM D-3350. The molecular weight category shall be extra high (250,000 to 1,500,000) as per the Gel Permeation Chromatography determination procedu�e with a typical value of 330,000. . (a) The.,interior: of. the .pipe.. shall be a 1igl�t reflective color to facilitate closed • circuit television (CCT� inspection. i � � � � �(b) The'pipe material shall be listed by the �'lastic Pipe Institute (PPI) in PPI TR- 4. The pipe material shall have as hydrostatic design basis of 1600 psi at 73 � degrees Fahrenheit (F) and 800 psi at 140 degrees Fahrenheit (F). � � . (c) The manufacturer's certification_ shall ;state that the pipe was„manufactured, � __ from.one specific resin and shall�state the r�sin used and its source. All`pipe shall � be made of virgin material.� No rewdrk, except that obtained from the manufacturer's own production of the same'formulation, shall be used. � � (d) Pipe supplied under this specification� shall have a nominal IPS (Iron Pipe Size) outside diameter. � THE STANDARl� DIlVIENSION RATIO (SDR) AND O MINIMUM .PRESSURE RATING OF THE PIPE SHALL BE SDR 21 - 80 PSI. Pipe�with a low�r SDR'ratio'and higlier pressure rating may be used in lieu of the � minimum specified. D-40 � � �� . , � � °A L'`_1 �� 3. Definition: The Pipe Bursting/Crushing system is defined as the reconstruction of gravity sanitary sewer pipe by installing an approved pipe material, by means of one of the pre-approved methods set forth in Section A.2 of this specification. The price involves the use of a static, hydraulic or pneumatic hammer "moling" device, suitably sized to break out the old pipe or using modified boring "knife" with a flared plug that implodes and crushes the existing sanitary sewer pipe. Forward progress of the "mole" or the "knife" may be aided by the use of hydraulic equipment or other apparatus, as specified in the approved methods. The replacement pipe is either pulled or pushed into the bore. The method allows for replacement pipe size on sizes from eight (8) inches through eighteen (18) inches and/or up-sizing in varying increments up to eighteen (18) inches. This specification is based on the precedent that the Pipe Bursting/Crushing system used has been pre-approved by the City of Fort Worth Deparlment of Engineering. . 4. Quality Assurance: � (a) The Contractor shall be certified by the particular Pipe Bursting/Crushing — system manufacturer that such firm is a licensed installer of their syste�n. No �� other Pipe Bursting/Crushing system other than those listed Section A.2. of these specifications is acceptable.. � UJ l'' � II� i� �� l■�� (b) Polyethylene pipe jointing shall be performed by personnel trained in the use of fusion joint equipment and recommended methods for new pipe connections. Personnel directly involved with installing the new pipe shall receive training in the proper methods for handling and installing the polyethylene pipe. Training shall be performed by a qualified representative. � 5. Submittals: . (a) Submit for review and acceptance, the following Contractor's Work Plan and Drawings to the Department of Engineering (DOE): (1) Shop drawings, catalog data, and manufacturer's technical � data showing complete � information on' material composition, physical properties, and dimensions of new pipe and fittings.. Include manufacturer's recommendation for handling, storage, and repair of pipe � and fittings if damaged. (2) Location and number of insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. (3) Method of construction and restoration of existing sewer service connections. This shall include: .. a) Detail drawings and written description of the entire construction procedure to install pipe, by-pass sewage flow, and reconnection of sewer service connections. ' D-39 2. Sags in Sanitary Sewer Line: ALL SAGS AND GRADE PROBLEMS IN EXISTING SArIITARY SEWER LINES SHALL BE CORRECTED AS PART- OF THIS CONTRACT. If the pre and/or post installation television inspection reveals a sag in the sanitary sewer line, the Contractor shall be responsible for bringing the proposed sanitary sewer pipe to an acceptable grade without a sag. A sag is defined as any sanitary sewer line segment more than three (3) feet in �length which ponds water in the absence of sewage flow. .'Fhe Contractor shall take the necessary measures to eliminate the sag. by the method of: pipe replacement, digging a sag elimination.pit and bringing the bottom of tlie pipe trench to a uniform grade in line with the existing pipe invert or by other measures that shall be acceptable to the Erigineer and the City of Fort Worth. (a) Identification of Sags: Sags shall be identified by television inspection in the absence of sewage flow. Flow shall be blocked at an upstream manhole and diverted to another sanitary sewer line or downstream manhole below the segment ° of pipe to-be°inspected. � Television'inspecfion shal� be'performed in accordance with television inspection of sanitary sewer lines. Video tapes shall be submitted to the Department of Engineering for review. (b) Correction of Sags: (1) Sags shall be corrected by open cut replacemenY or by adding � additional bedding material to bring• the sag back to grade wliere access is available. For pipe enlargement methods, sags shall be conected by open cut replacement or by open cut grade adjustment of the newly installed pipe. (2) In instances where sags are located under existing structures, the existing sanitary sewer line may be relocated using open cut or boring methods. The Department of Engineenng shall specifically review potential relocations 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 correct the sag. For pipe busting methods, operi cut, or bore construction, the applicable bid prices in the proposal section shall apply. � . 3. T"ele�vision Tnspectio�: Inspection of the pipelines shall be performed by experienced -. ��° personnel trained�in locating�breaks, obstacles, and`service connections by closed circuit -'� color tele�ision ..(CCT�. • Television inspection shall be in accordance with the specifications contained here within for "Television Inspection of Sanitary Sewer Lines". E. PIPE ENLARGEMENT SYSTEM AND PII'E INSTALLATION 1. Site Organization: (a) Insertion or access pits shall be located such that their total number shall be minimized and the length of replacement pipe installed in a single pull shall be � maximized. -� �" ' � � D-42 L�1 �J� I L'�J � � � � � � � 2. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. (a) The pipe manufacturer shall provide certification� that samples of the production product meets these specifications. The certification will state that production product has been tested in accordance with ASTM D-2837,• and validated in accordance with the latest revision of PPI TR-3. � . (b) The pipe manufacturer shall provide certification that stress regression testing 'has been performed on the specific product. Certification shall include a stress life curve per ASTM D-2837 and testing shall have been performed in accordance with ASTM 5-2837. (c) Rejection: Polyethylene plastic pipe and fittings may be rejected for failure to meet any of the requirements of this specification. C. SEWER SERVICE CONNECTIONS � 1. Sewer service connections shall be connected to the new pipe by mechanical methods. . Once the saddle is secured, a hole shall be drilled in the pipe the full inside diameter of the saddle outlet. (a) Mechanical saddles shall be made of polyethylene pipe compound that meets the requirements of ASTM D-1248, Class C, have stainless ste�el straps and fasteners, neoprene gasket and backup plate. Mechanical saddles shall be Strap- on Saddle Type as manufactured l�y Drisco Pipe or Tapping Saddle manufactured by DuPont, or approved equal. 2. Connections to the existing sewer service connections pipe shall be made using Dflexible couplings. All flexible couplings shall conform to ASTM C-425 and shall be as manufactured by Fernco Joint Sealer Co., DFW Plastics, Inc. Or approved equal. � � � � � � 3. The Contractor shall, upon request, permit the Engineer to take elevations on both the existing and new portions of the service connection pole to determine final grade and invert elevations. Elevation changes greater that 0.10 feet from the house lateral piping shall be reconnected as directed by the Engineer. 4. Service inteiruptions to homes shall not exceed eighteen (18) hours. D. PREPARATION 1. Line Obstructions: If pre-installation Television inspection reveals an obstruction in � the existing sanitary sewer line (heavy solids, dropped joints, protruding service taps, or collapsed pipe which will prevent completion of the pipe bursting/Crushing process, and cannot be removed by conventional sewer cleaning equipment, then an obstruction removal shall be made by the �Contractor, with the approval of the Engineer and paid for as a point repair. D-41 � L"�9 �, section and attach to cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sanitary sewer until the rear of �the machine is flush with the manhole wall. Attach steel starter pipe and advance assembly until the reaz of the steel starter pipe is flush with the manhole wall. Lower the hydraulic jack into the manhole and align. Insert new pipe by simultaneous operation of the jack-and winching the cutter and head forward. . 5. Anchoring New Pipe and Sealing Manholes: � (a)' After tfie new pipe has been installed in the entire length of the sewer section, anchor the pipe at manholes. The new pipe shall protrude in the manholes for enough distance to allow sealing and trimming. (b) Sealing the new pipe at manholes shall not'begin 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 bursted/crushed and prior to any service lines being connected to the replacem nt pipe, the pipe -shall be plugged at each manhole with pneumatic plugs. The d� ign of the plugs shall be such that they will hold against the test pressure without requiring external blocking or bracing. One of the plugs have three (3) air hose connections; one for the inflation of the plug, one for reading the air pressure in the sealed line, and one for introducing air into the sealed line. , Low pressure air shall then be introduced into the sealed line until the internal air pressure reaches.4.0 psig grater than the average back pressure resulting from any ground� water that may be over the pipe. At �least two (2) minutes shall elapse to allow the pressure to stabilize. i � The time iequired 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 D-44 Mirumum Elapsed Time (minutes) , 4 r 5 6 � 7 � � �� ' �� I!' iLJ � L�J L�1 � LwJ �J � L� �� C� � � �� LJI � � � � � L�' � �� L�J LJ � � � � I��i (b) Existing manholes shall be utilized wherever practical. Manhole inverts and bottoms may be removed to permit access for installation equipment. (c) Equipment used to perform the work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce 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 manhole to manhole and shall be free from visual defects such as foreign inclusions, concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, and other deformities. Replacement pipe with gashes, nicks, abrasions, or any such physical damage which may have occurred during storage and/or handling, which are larger/deeper than 10% (ten percent) of the wall thickness shall not be used and shall be removed from the construction site. The replacement pipe passing tjirough or terminating in a manhole shall be carefully cut out in a shape and manner approved by the Engineer. The invert and benches shall be streamlined and improved for smooth flow. The installed pipe shall meet the leakage requirements of the pressure test specified later. 3. Pipe Jointing: (a) Sections of polyethylene replacement pipe shall be assembled and joined on the job site above the ground. Jointing shall be accomplished by the heating and butt-fusion system in strict conformance with the mariufacturer.'s printed instructions. (b) The Butt-fusion system for pipe jointing shall be carried out in the field by operators with prior experience in fusing polyethylene pipe with similaz equipment using proper jigs and tools per standard procedures outlined by the pipe manufacturer. These joints shall have a smooth, uniform, double rolled back bead made while applying the proper melt, pressure, and alignment. It shall be the sole responsibility of the Contractor to provide and acceptable butt-fusion joint. All joints shall 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 pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site at any one time shall be 6001inear feet. 4. New Pipe Installation: (a) Thread winch cable or chain and associated lines through sanitary 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 sanitary sewer D-43 lJ � from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be allowed. 6. Testing: All cost for testing the replacement pipe by a pressure method will be incidental to the installation. D-57 BY-PASS PUMPING: 1. The contractor shall by-pass the sewage around the section or sections of sanitary sewer to be �rehabilitated. The by-pass 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 Engineer. The pump and by-pass lines shall be of adequate capacity and size to handle the flow,without sewage backup occumng to facilities connected to the sanitary sewer. 2. The Contractor shall be responsible for continuity of sanitary sewer service to each facility connected to the sectio�] or sections of the sanitary sewer during the execution of the work. 3. Payment for by-pass pumping set up and operation, if required, will be included in the per �inear foot bid price of the individual pipe bursting bid items. D-58 EASEMENTS AND PERMITS: Easement's and permits, both temporary and permanent, have been secured for this project at this time and made a part thereto. Any easements and/or permits, both temporary and permanent, that have not been obtained by the time of publication shall be secured before construction starts. No work is to be done in areas requiring easements and/or permits until the necessary easements are obtained. The Contractor's attention is directed to the easement description and permit requirements, as contained herein, along with any special conditions that may have been imposed ,on these easements and.permits. . • - �� . _ � � L"�J ,u �� ' L� L�J � L'�J � L�!! I��i �LJ Where the pipeline crosses privately owned property, the easements and construction areas are shown on the plans. The easements shall be cleaned up after use and restored to their original conditions or better. In the event additional work room or access is required by the Contractor, it shall be the Contractor's .responsibility to obtain written permission from the property owners involved for the use of addifional property required. No additio�lal payxnent will be allowed for this item. � ' . D-59 PROTECTION OF TREES. PLANTS, AND SOIL: All property along and adjacent to the Contractor's operations including lawns, yards, shrubs, trees, etc. shall be preserved or restored, after completion of the work, to a condition equal to or better than existed prior to the start of work. �� By ordinance; the Contractor must'obtain� a permit from the City Forester before any work (trimming, removal, or root pruning) can be done on trees or shrubs growing on public property D-46 � L'�J C' I� � L�J LJ � �� (b) Final Post Television Inspection of New Pipe: �-- ` (1) After the existing sanitary sewer is completely replaced, internally inspect with� television camera and video tape as required by D-57. The finished pipe shall be continuous over the entire length of the sewer between two manholes and be free from visual defects. � D , (2) Defects which may affect the integrity or strength of the pipe in the opinion of the �ngineer shall be repaired or the pipe replaced at the Contractor's expense. � L�J �J '�� F. MEASUREMENT AND PAYMENT: 1. Pipe Installation: Pipe installation will be measured for payment by the linear foot of pipe actually installed in the various diameters of sanitary sewers measured along the centerline of the sanitary sewer from centerline to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear- foot for the various sanitary sewer diameters listed. 2. Service Reconnections: � � (a) Installation of sewer service connections will be measured for payment by each actually reconnected to. the installed pipe. Payment will be made for the quantities measured at the unit price per each listed. (b) Payment includes required excavation and"backfill, providing saddles, couples, Qand all incidentals. Payment shall not include pavement replacement, which if � required, shall be paid separately. LJ �•I L�J �� I� I�i u 3. Television Inspection and Cleaning: Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner). to provide video image required for line analysis. The quantity of television inspection shall be measured as the total length of pipe to be replaced. This contract requires the Contractor to television inspect the sanitary sewer ,lines twice, once before and once after construction, therefore, his unit price shall take into account that the actual length inspected will be twice the quantity listed in the proposal. The amount paid to the Contractor shall be the unit cost for " Cleaning and Television Inspection of Sanitary Sewer Lines" times the quantity listed. 4. Sewer Cleaning by Bucket Machine: 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 for "Cleaning and Television Inspection of Sanitary Sewer Lines". 5. Subsidiary Work: Any damage resulting to utilities and property, resulting repairs, temporary service costs, etc... shall be borne by the Contractor. Repair and/or replacement of fences, sprinkler system piping and other such restoration work resulting D-45 � � � � � including street Right-of-Ways and designated alleys. This perniit can be obtained by calling�the Forestry Office at 871-5738. All tree work shall be in compliance with pruning standards for Class II Pruning as described by the National Arborist Association. A copy of these standards can be provided by calling the above number. Any damage to public trees due to negligence by the Contractor shall be assessed using the current formula for Shade Tree Evaluation as defined by the International Society of Arboriculture. Payxnent for negligent damage to public trees shall be made to the City of Fort Worth and may be withheld from funds due the Contractor by the . City. To prevent the spread of the Oak Wilt fungus, all wounds on Live Oak and Red Oak trees shall � be immediately sealed using commercial pruning paint. This is the only instance when pruning paint is recommended. �� C�i '�� L!i LsJ I� J � L�J� � L�J � � No separate payment will be made for any of the work involved for this item and all costs incurred will be considered a subsidiary cost of the project. D-60 PROJECT CLEAN-UP: The Contractor shall be aware that keeping the project site in a neat and orderly condition is considered an integral part of the contracted work and as such shall be considered.subsidiary to the appropriate bid items. Clean up work shall be done as directed by the Engineer as the work progresses or as needed. If, in �he opinion of the Engineer, it is necessary, clean up shall be done on a daily basis. Clean up work shall include, but not be limited to: � 1. Sweeping the street clean of dirt and debris 2. Storing excess material in appropriate and organized manner 3. Keeping trash of any kind off of residents' property � • D-47 CITY OF FORT WORTH ffiGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1999 CLASSIFICATION WAGON-DRILL, BORING MACHINE REINFORCING STEEL SETTER-PAVING REINFORCING STEEL SETTER-STRUCTURES STEEL WORKER-STRUCTURAL � SPREADER BOX OPERATOR WORK ZONE BARRICADE TRUCK DRNER-SINGLE AXLE LIGHT TRUCK DRNER SINGLE AXLE HEAVY TRUCK DRNER-TANDEM AXLE SEMI TRAILER TRUCK DRNER-LOWBOY/FLOAT TRUCK DRIVER-TRANSIT MIX TRUCK DRNER-WINCH VIBR.ATOR OPERATOR-HAND TYPE WELDER HOURLY RATE 12.00 13.21 1331 14.80 10.00 7.32 8.965 9.02 8.77 10.44 9.47 9.00 7.32 11.57 II� L'�] t�1 L_�1 �� I� I� IJ L�J �� C' �'. r-� �j � l�J � { *J L�J CITY OF FORT WORTH HIGHWAY CONSTRUCTION PREVAILING WAGE RATE FOR 1999 CLASSIFICATION AIR TOOL OPERATOR ASPHALT RAKER , , ASPHALT SHOVELER BATCHING PLANT WEIGHER CARPENTER . CONCRETE FINISHER-PAVING CONCRETE FINISHER-STRUCTURES CONCRETE RUBBER ELECTRICIAN FLAGGER ' FORM BUILDER-STRUCTURES FORM LINER-PAVING & CURB FORM SETTER-PAVING & CURB - FORM SETTER-STRUCTURES LABORER-COMMON LABORER-UTILITY MECIiANIC OILER • SERVICER PAINTER-STRUCTURES PIPE LAYER BLASTER ASPHALT DISTRIBUTOR OPERATOR ASPHALT PAVING MACHINE • BROOM OR SWEEPER OPERATOR BULLDOZER CONCRETE CURING MACHINE CONCRETE FINISHING MACHINE CONCRETE PAVING JOINT MACHINE CONCRETE PAVING JOINT SEALER CONCRETE PAVING SAW CONCRETE PAVING SPREADER SLIPFORM MACHINE OPERATOR CRANE, CLAMSHELL, BACKHOE, �ERRICK, DRAGLINE, SHOVEL FOUNDATION DRILL OPERATOR CRAWLER MOUNTED FOUNDATION DRILL OPERATOR TRUCK MOUNTED FRONT END LOADER MILLING MACHINE OPERATOR MIXER MOTOR GRADER OPERATOR FINE GRADE MOTOR GRADER OPERATOR PAVEMENT MARKING MACHINE ROLLER, STEEL WHEEL PLANT-MIX PAVEMENTS ROLLER, STEEL WHEEL OTHER FLATWHEEL OR TAMPING ROLLER, PNEUMATIC, SELF-PROPELLED SCRAPER SCRAPER TRACTOR-CRAWLER TYPE TRACTOR-PNEUMATIC TRAVELING MIXER HOURLY RATE $9.00 9.55 8.80 11.51 10.30 10.50 9.83 8.84 15.37 7.55 9.83 9.00 9.24 9.09 7.32 8.94 12.68 I0.17 9.41 11.00 8.98 11.50 10.29 10.30 8.72 10.74 9.25 11.13 10.42 9.00 10.39 ] 0.50 9.92 11.04 10.00 11.83 9.96 8.62 10.30 11.97 10.96 7.32 9.06 8.59 8.48 9.63 10.58 9.15 8.83 � .'J � manufacturer�s recommended deflection per joint) 7. Contractor shall keep at least one lane of traffic open at all times during construction and access to all places�-of business and residence at all times.(reference C6-6.5 GCD) 8. No excavated materials, backfill materials, equipment, or supplies shall be stored within floodways or drainage easements.(reference C6-6.-6 GCD) . � •9. Trenches which lay outside existing or future pavements shall be backfilled above the top of the embedment with Type ��C'� backfill material. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B".material shall be used. All backfil•1 material shall be compacted to a minimum of 90� proctor density by means of tamping only. Trenches which cross under existing or future.pavement shall- be backfilled per Fig. "A" with 95� proct`or density by jetting, tamping, or a combination of such methods. lO.Rim elevations of the proposed sanitarx sewer manholes in repaved streets are showt� as final finished grades in these plans. They shall be constructed�to 15" below final finished c�rade by utility contractor and adjusted by paving contractor in accordance with Fig. M of the special•contract documents. Manhole inserts and concrete collars shall be installed where indicated on the plans per E-100-4 and Fig. 121 of the special contract documents;respectively. Standard f;our foot diameter manholes shall be fri accordance with sectiori E2A,•Fig. 103 and Fig. 104 GCD, standard four foot drop acces� manhqles per Fig. 107 GCD, and sha114w man�Zoles per Fig. 106 GCD. 11.The top of the water lines �shall �the top of the curb � f or 12 "� and otherwise shown on�these plans. L�J �� L�� i�� i� L�J � be a minimum of 3''-6" below � smaller mains except where 12.A1� water meters shall be placed or relocate'd�3'-0" behind the face of the proposed curb or as directed by the.Engineer. 13.A11 existing water.services shall be replaced with 1" minimum copper tubing unless a�larger size is indicated on the plans. Corporation stops shall be fully opened prior to trench backfill. Curb stops.with lock wings shall be tested for full � flow when the system is pressure tested. . Extend 1" water services to those lots where no water services have been extended to. Locate these services at normal locations or as directed by the Engineer. a.The normal location of water service lines shall or�north of the center of the�property frontage. b.For 40� or less lot frontage, all water services placed 18" from the east or south property line. l�� '�J � LJ be 5� east shall be � � l� � ��J � � G�I L! L�!J u LiJ L� I � � ��J �� GENP.RAL CONSTRIICTION NOTES 1. ApplicaYile design and°details shall conform to KGeneral Contract Documents and Specifications for Water Department Pro�ects" (GCD) effective July 1,1978, with the latest revisions. 2. All horizontal blocking; cradle blockinc�, and vertical - tie-down blocking to be in accordance with Fig..(s) 9, 10, and il of the GCO. 3. Fire hydrants shall be located a minimum of 3'-0" behind the face of curb per Fig. 5 GCD. 4. All gate valve installations for sizes up to 12" are to be per Fig. 3 GCD and sizes 16" and larger Fig. ,4 GCD. 5. The proposed water and/or sewer mains at times will be laid close to other existing utilities and structures both above and below the ground. The contractor shall make necessary provisions for the support and�protection of all utility poles, fences, trees, shrubs, gas mains, telephone cables, TU cables, drainage pipes, utility services, and all other u�ilities and structures both above and below the ground during construction. It is the contractor's res�onsibility to notify all utility owners prior to any construction in the : area and verify the actual- locationiof a11 buried utilities that may or may'not be shown on the:plans. The contractor shall pre�erve and.protect�all underground and overhead facilities and 2ie responsiFble for any damage he may cause to them. � � . ' ' • � The Contractor shall contact the followin.g @�least 48 hours prior to �xcavating at each location: . Fort Worth.Water Department Fort Worth Transportation & Public Works Light and Signal Division " Lone star Gas Company Texas Utility Service Company Southwestern Bell Telephone Company Western Union Cable Division Sammons Cable T.V. 871-8306 871-8100 Metro (214) 263-3444 336-2328 Enterprise 9800 (214) 939-1930 737-4731 6. Contractor shall verify the elevation, configuration, and angulation of existinc� line prio'r to construction of tie-in materials. Such verification shall be considered as subsidiary costaof project and no additional compensation will be allowed. � Elevation adjustments at connections may be made with bencls, offsets, or joint deflections. A1.1 nonstandard bends shall be made• usinc� the closest standard M.J. fittings with the � required 3oint deflections.�(deflections not to exceed � 0 EXCA�/ATI❑N, BACK�ILL AND PAVEMENT REPAIR UNDER EXISTING STREETS MIN. 2' HOT ❑R C❑LD MIX ASPHALT- EXIST. STREET PAVEMENT � � -TEMPORARY PAVING REPAIR SH�WN - ('j FOR PERMANENT PAVING REPAIR DETAIL� SEE FIGURES 1-5 OR AS SPECIFIED IN THE PLANS OR SPECIFICATI�NS. � . � ; " ' �{FLEX-BASE MATERIAL1/�/. �//•' ' .'a • � � Q � ` '//./, i'//. ;•%//.• �'/�� '/�� ... .: .•... � . � ` : :.• '•�.' ; ' • • BOTT❑M ❑F TEMP�RARY �R � . � . � ,�' •• � � PERMANENT PAVEMENT REPAIR EXIST. BASE � SAND MATERIAL� EMBEDMENT SEE SPEC, E1-2 �� 1> SEWER - MINIMUM 1z'-� SAND EMBEDMENT C�VER 2) WATER - MINIMUM 6' SAND EMBEDMENT COVER MINIMUM 6' EMBEDMENT• . ...�,. •�1••� •1. . , . � , . ;1�' . . ... • • - : . . . � 1' � ..4 � . . .:" . ;; . . . ' ti ~•Ys. . . �� . Q�`' ., / �L.•�•.: V �� .A +.�r : •- n•� :,s_ : �' � �'•'.:. � • � } ' ' `';_: :: ''• �•"' : .:r.�•.: • . ; •� • '•: +: : a • :r", �• ...;�•w•_• . .. ��•�� u ,I� _ a � �� TYPE C BACKFILL SEE SPEC, E1-2 1'-6' MAXIMUM � CRUSHED ST❑NE SEE SPEC, E1-3 �� , � � INCLUDED IN LINEAR F❑OT BID PRICE ❑F PIPE , �- �IGURE CSEWERs ALL CWATER SIZES 16" N7S B SIZES) & LARGER) .�/� _ , • . ' ; • i � �' � . . �'' '•. • , . . . .d� • ' . • • ' ... • . .a' ,' ,�� , ..',�! . .'• �� REV: MARCH 25, 1999 � f� � ,� � � EXCA\/ATICJN, BACK�TLL AND PAVEMENT REPAIR UNDER EXISTING STREETS � .. MIN, 2' HOT ❑R COLD MIX ASPHAL7-- � EXIST. STREET PAVEMENT� . � —TEMP�RARY PAVING � REPAIR SHOWN — FOR PERMANENT PAVING REPAIR DETAIL�S SEE FIGURES 1-5 ❑R AS SPECIFIED IN THE PLANS [JR SPECIFICATICJNS, � % � �.'/ / 'i' �, ' / . / ' ♦ �� IN. b' C MPA `�D r i� �/ % �• ; " . '� . , �' �% FLEX-BASE MATERIALI/�/��%�� : d . • . . /'//. . % /�".•�/' //. . I � . / �� ♦ /. • • . d , . � ♦ . , '. • � � . '' $OTTOM OF TEMPORARY ❑R � � . , , : :.• '•�: :,.• ;. , , . � �• .. PERMANENT PAVEMEN7 REPAIR � � � � `_ . ��1 � '�l �M� � 000�j�� / �' • �f � • � ' .• 4.• . • � . � . • • ••� . . .Q� • • '•' ...• '' :Q'. , :.: ..'•`.• .� . . �. . - EXIST, BASE � • - ' .. • . .. '. �TYPE C BACKFILL ''�" . ' � `''� � ''' SEE SPEC. E1-2 � SAND MATERIAL '`" ' . . � 1'-6' MAXIMUM ..�� . EMBEDMENT •� . � `'�• SEE SPEC, E1-2 �• `�� • � . . . :;�.,.. , MINIMUM 6' SAND ��` � ' � � '�. EMBEDMENT COVER . • ;.: � ..' - �•.' . .. . :,.:'.:,. '• • • �` • 4 .V ' � , •t.� • • ~ �(� ... . . ," , • '•. Q�' •. •.. MINIMUM 6' EMBEDMENT ' .;.{ � • .�. •` • ;M. z � INCLUDED IN LINEAR F�C]T BID PRICE OF PIPE F�IGURE A Q CWATER SIZES UP TCl & INCLUDING 12") �l NTS REV� MARCH 25, 1999 �� ` PRCIPflS�D CBEN�.ATH PA \/ED F�� TUR� S T�E�E TS PA�IN� QN� Y) 0 � 1 � TYPE � OR SEE SPE�, El -2 ACkIF� L � SAND MATERIAL EMBE�MEN7 SEE SPEC, E1-2 '� CRUSNED SiQNE SEE SP��, EI -3 2' . �l.• r�'!. .. . .L • ,• ` �4 • :4 •• •L . ' • �.'.• J.•� � :ti �'j • . . : . � L . • . .. . . ,y. :� . .S• . .`: •��.. ��' � , .• ..`� .'t • .1M, '� . , ;� .ti' . ��- : - � � ' y:• :•, �.��: : •:� :.r: ... .' .. . � • . . •� . � .� ' .. . . .: . • . . •'+ • : M1, • L.. • /�' '.. : • � 1 . . t � � • ~h.••t ,• � , � ♦ . •.t'• �, ; ;.; ::;;: :;' �'.'' :: MIIVIIyuM .. • �..:4 .:. `• • � ;i'R• 6� EMBE ;,'•�`'� � ••„�•: •,�', ••.'i.; ;•: DMEN7' .,•'ti % `. ; �•• ;t.-� . . . .,. ,.•• x. - _ ,�e, . . . � � � L1 faJ LJ J � �;;.,-.':;.�_• • 'r' �� I� SEWER r.. � U MINIM 2 ._ ��' "R ' •` 2> WA T R EMBEDMEN r CO . 1 ' ` '• VE Q �„. SAND EMgEDME UM 6. �'� ;: .Q1� 'I�t N7 C � � VER � INCL�DED IN _.�,�„� L.INEAR FpOT BID PRICE OF PIPE �� J � � �s� WER� C1,�q TE �►LL . R Szz�S � 16 � N7S �J � S1zES� . & �,g�GE �') � � ,� � � � RE V, MARCH 25, 1999 � C� � PRaPoSED C.BE P'�V ED ST N�ATH �u REETS TURE PA�/ . IN� ��LY} 0 ,TYPE g pR C gACKIFLL SEE SPEC, E1-Z r �.ar • � � � � � � �, � � MIN,�MUM 6' SA , EMBEDMEtyT � ND COVER MINTMUM 6' EMBEDMENT 2' • , t. , :A �• • ..A. �v � .y t �,�• � �4 . • •J..•,r.s� .... ' .��; ��' ' • • . ' �M1 . L� �.: �. .�• • ',j�• •S� ��• . •�'� .?..... .4: .r" : +• . . , � � . , � s ..•: . :' : :: ... .. . ••:t' •t..�,•��•• • �� • A.ti •4i.•� '� • , ~; . . � . ..ti � ' {.'� `r��..' : : ,:. � `: .:.;:; : ;; " �` . .. .;� , .t. '. : , ` . ♦ . . . � i• . . • � Y.t � -•. �• � ��• •Ir. �L• • �?, ��.}� •• t� ��t. • .1� �. ' � ?• •, :;� �ti . . •3 tll.��•t• . � .. �}. •� �i � INCLUDED IN LINEAR FQpT . BID PRICE OF PIPE .F"I . �U cwA �� TER S C IZES UP � TQ & I�� LUDjNG NTS � SAND MA7ERIAL . �EMBEDME�yT SEE SPEC, El_2.. � 1?�� RE V= �H 25� i g99 � � EXISTtNG CURB 8 GUTTER ' � . .• . .'. � � �� . , ' �i � / , �'i� � , � N0.3 BARS ON 24�� CENTERS 80TH WAYS ' � WITH MIN.2 BARS LONGITUDINAL IN OITCH EXIST CONC. CLASS ��A�� REINFORCED CONCRETE �; PAVEMENT PAVEMENT REPLACEMENT EXISTING CONC. EXISTING �PAVEMENT . �CURB � GUTTER SAW CU7 SAW CUT � � -� , .. . .w � ! �., : � . . � • �;....� - . , w�. . � A • • . ^' . • • i �� „1 �� b , � �O , ' �s� ' / � . • ./ij/ ` o. p�O�ec 2 q�.op�d, �" ''''�Copeo � � � -�� / / i i: e.o . 00 0o Y o oG�• v �/' �� . �//,'' /i / � • o o. m e�c o�.$po�'�G��O oo n �'o � / • , • �• � � 12"%g'��.;c�O� �`�� I 2 � / �%/ ► 2:2T CONCRETE ••- / L EXIST BASE OtTCH WALL � I (iF ANY) I � PROPOSEO fACILfTY INSTALLATtON 0 PIPE 0 NOTE�= N0.1-REINFORCE� CONCRETE PAVEMENT SHALL BE REPLACED TO ORtGINAL DEPTH OR TO A MINIMUM DEPTH OF 5�� WHICHEVER IS GREATER. N0.4—BEOOING OF PIPE TO MATCH AOJACENT SECTfONS OR SPECIFI- CATION 402 WMICHEVER GRAOATION �COMPACTION AS SPECiFtEO IN ITEM 402 OF TH£ STANOARD SPECIFICATIONS FOR CONSTRUCTION PUBLIC WORKS OEPT.,CiTY OF �ORT wORTH �TX. OR BACKFtLL AS SPECIFIEO IN SECTIONS EI-2 � E2-2 OF THE SPECIFICATIONS FOR WATER OEPT. PROJECTS�FORT WORTH - WATER OEPT., CITY OF FORT WORTH�TEXAS. ' 0 N0.2— IF STEEL EXISTS IN CONCRETE N0.3— REINFORCED CONCRETE PAVE- PAVEMENT TO BE CUT,THE STEEL SHAI.L MENT WILL BE REPLACEO OVER 8E CUT � SALVAGEO AS POSSIBLE. A MIN- TRENCH�AS SHOWN� IN THE EVENT IMUM LAP SPLICE DISTANCE OF �Q�� NON-REINfORC£D CONCRETE SHALL 6E PROVIOEO. PAVEMENT IS REMOVED. �� i IS GREATER: TYPICAL S ECT10N—TRENCH REP�41R �oE £ Eo F`►° �FRTHE S ECFEEO CONCRETE PAVLMENT THICKNESS ,QF, 2�2T IS ADOED TO '"' THE CLASS A CONCRETE. C1TY OF FORT WORTH�TEXAS LFIL£ NO.C-3226 TRANSPORTATION/PUBIIC WORKS .. __. ..- -• - -- - ---• --... ---.-- -- ENGINEERING DI ViS10N_ -- • - - . `�ALL TRENCN BACKFILI SHALL EXISTING BASE MEET REQUfREMENTS FOR (IF ANY) � REV.-6-t-76 �REV.- It-I-79 REV.-t2-15-80 REV.-g-3.0••82 ' REV.4-84 F�G. � � Q � �� ' � � � � � � � � C� � � �� .,� � � a � a d � a Q � �� Q Q - � Q � � � • � TYP�CAL. SECTIONS PA�I � MENTA�N FOR � D TRENCM REP�►l� FOR � � UTiLITY �UTS , . 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M I1M M�ll� WMKt Gi11��. �M Kf�NN C► MK t� MAMI ��CSIR Mo.t- 2:21 COMCRETE MAr YE OtLETEO IF ![Ct70q� M!KN/lCA1MA Mf ' �" MALf TNE S�[CIf1ED t� 'KN[SSOF 2�27 1! 1� �! �1R1MKRf AOOED TO TMf CLAS3 �A COMC!lETE. � T YPICAL S E CT ION . T R E N C N R EPA I R A�PHAL.T $URFACF � R�lNFORCE� ��NCRETE �ASE c�rr of fo�rr �oRrN ��,.�-�-n REv,.+ TRAN��ORTATION/PUAL�C WORKS DErT. �'•�'��—�'� •�- • �s�7 fAr'/Mffi�M�+� �*' 'SlOM Riv ��-�soe�t �/� l. • ----- — � (.•r� f�np p p;, r . ., �• ,! n� � � 1[[ NOTC NO.� •ClOrf I 0 TYPlCAL: SECTIQN-TRENCH REPAiR . TYPICAL P�NETRAT10t� P.�YEMENT VVITH SQl��4S� C/T�, Of f�l�T ��•N RLV.-f-�-7� REV- 9-12:86(O.ES) . REV.-1�-1-7f � TRANSPORTR.TION/PUBLIC WURKS DEP�sRT1�tENT �«c�•�i_�_p REV: ••30-�2 flt. � F�i� No c-32so fMt/ME'ER/A�i virisioa ��-s-.-.� ��.M.� t� �1 L� �1� t� . t� t�i C.7 �� C� '(� C� C�� C r1 C 77 �l �7 � � • , Q, �'/� � t'. � , � J / � _. t x�sf o�ec ��'n �� .�,. �- '_• fRIKi CO�f • 2 :^: : r,•NCPI'tf.._ .. . _— �,.. •r�:.. .. .._► v.C•"• •' sL rAQIlTY '�'i � �llAilON —� PIPE . •• -• TH►no cou�st )` - • SECOHO COURSZ / OR f.�H.M.a.0 � � • fIR3T COUIt3i � [kt�T, GU11• • ourt�� b , �. • a ` ;�'. : . •:�. , ?; ;i : mi .. / � � . • .. • .. . . 't. ' '�� • '. � ��•� • ' ' ,•' '�-All TR[1KN ��GK/IlL •NAL� �tttT , 11(�t1iR[Y[MT� /OR MAOATWM 11M0 [X11T, �At! • . ' '� COwACTt011 A• f►[Cl/t[0 IM IT[M • • 102 OI T1� ffI110AR0 •KGI/!CA- . �IOMf /OR GOMtTRIlCT1O1, tU�LIC • ' . �Mp11K! DE►1�CtTY O< <ORT Ir01tTN T[xAf OR /71CKFIL{, A= p[pft[D IM . SCGT�ONS EI-2 A10f2-! Of TM! . • ' !►[C1/1CAT10l/t IOII tAT[A 0[►AIIT� •. MtUt /1q�[CT?� /OR1 �IOAtM NAT[R •. oert.c�tr o� �Ow? RORTN� s[xa�. ' , ' � KM<TI�ATIOU �►AV[YCMT Rt►LAC[�t[MT ... GOt1l1�[ �� Fb RAT[ 0/ tRAD[ A�IO RAT! � OI ' , MO. A�GATION-Al►1lALT A►►l1CATid1- fTOM[ ': � ae• • o.�o ut. t.r. �-�� t./�.r. � ! AC • � O !• �Al. f.t. � • �• ��Jt.T. • ' ' � AL • - O.t� •Al. •.r. 1 (►R[•COATI t� LlA7. � • . .. • . . . NOTES� I. 2:27 CONCRETE SMAtI BE INSTALlEO A MINIMUM OF 8�� BEIOri 80TTOM OF ASPHALT PAVEMENT. 2. BEOOI►t0 OF ►Ir! TO MATQi AD,U►CENT SECTION3 OR SPEOfICAT10M 101� MHICNEY[R U MORE STRNO[NT. � UN MAJOR ARp.1ECT�� THL MIOJECT EkOtNEER OR OElIONE11 MllT EVALUA7[ ?Nt fUl.l MqTH Of E%lSftNO PEMEtRATtp�. PAVENlNT A� TO T1fICKNist� C0101TI011 S AEILRY TO ,, MITHSTAND CONfT1tUCT10N 10A0N6. IF AP►ROrR1AT[� TM[ �, ' . NLl MIDTM Of fURfAC[ ENALL D[ RENOVED A REPLACCD MTM AP�ROowtATi TREIITIf[NT TO EXtlj�NO NISE OR • ' SUD011ADE NATERIAI. IN TM�T E�ENT, 2 OF M.►/. A. C� t�M EE SUdSTITUTED IO� 1ME TNqEE COu11SE •� PENETRAT�ON ►AVEM[MT. � C] �:1 �.� �� ! � �'J �"_l C�l � ��3 G3 L �9 C:I �"� i� �"� �� tx�st cuR• � tYTT[R � : �. I �� ♦ . ' •• � � i� . .'� i I tr�sr �.�.�c lulllact !AM Qlf-� .,��r�MnM� [��st tu�• � � •uT t t� . . . �: . ♦ ♦ �• • � • • ,� • 77'rrrr._ . � \ � '� .� /R1Mf COAT t•27 CONtRETf ��lll r�ENC� MCK/rLt 7�MlL 1r[LT R[04��[Y(MT! �0� •RAOATIOM AMO COM►ACt�ON Af �ItCfll[O 1M IT(Y �Ot W TMC /TApOYlO f►tC1I1CA• �IOIM /OA �ON�TA11CT4N. �Y�C1C • 1r011Rf O[�t , G�T♦ 0/ �ORT �ORTN T[xAf OA �,ACRiI�I A1 StiECIfifO 1N S[CtaNS [ � 2 ANO E2• ! OI TN[ !►[U/�CAtiON! �d1 NAf[11 O��f• Y[MT ►RO�fCT�� /ORT wO11TM tAT(R O[►T,C�t� O� IORT wOR1N� T[kA• ��' � !.!� tdttlltT[ l/AtL K M!likLlO A YMl 01 �� r[tA� fOMOM OI [I[qT, N,N,1�C. MVtIKMT, f[[ MOT[ O �tIOM Krwc ��c�■sMr ! R ' YIM 1 �:• 0 � �ca tx�ts �swn�t aw�� t �cn�cto � tNc sHORMM�L 0[z�f F~I�E~GRA6iD SURfxCE COUIISC� 0 t[��IN� Or II /'t TO MAtCN A�JAC[IIT �[CT1011 ' OR M'[d/iCAT101f 4�l� tINIC1I�V[II If Y011t . f TR�lKNT. � 0 oN ��►�o�era.M rRo�[cT t�e� o� ocw+t� �tt [1ML1lT[ M Rlll'�!!11 0/ []flfMiM KIRArC MY[I�IT A� T011f{,'IO�t�CAlb1T1p1� w AMJTY t0 wlT11tTA1D COINTRIICTION LOAOMIL M M�0►R1ATt�M IYI� M1fTN 0' MJMMC[ lNAll � K 1K1lOYt0 w 1K►LAC[a 1lRN A1M0►IIN1t! TMATI�IT ?O ' ixNTiN• •A!t OR 1p�MMt IIAT�MAL. i� No. C•322f _` ►IIOrOKO /K1UT• r1tTKlaT�OM ►M[ .., � pTCN MAII � TYPfCAL S�CTlQN-TR�NCN _ REPl41R • i'YPiCAL H. M. A. C"'�URFACE WtTN S01� BASE C/T !' Of fORT �11'�►TN * � � �s��T� c��rAFv •e -s^ • s2 TRANtif' )�TA'I• N/I t F'1 . Y:. RF.S OEPT. 11[v-��-�-Ts EMt/KfERAMI D/Y/�/OM , Rtv=�t.�s-.o � •' '.. • ` � � � • ��i/,/,,,,,/,��I tx�tT •�{� f/I. I ! I /'� �" � . � � . \ �/ � r i l 1 \ � �` � � `_r�/ . 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Q � � �7 C� �3 �1 � . � � �'J� !� 0 _ _. \ ' f�R M07! MO.! •tLOw M ' •' � � • ' tf[ist. tt/R• � [Atlf.ttJ�� - T�fl �x � �YtTf� � �uft[R ' �"'� •—• . • • KG1D110 CCVR![ 0!1l�f1.M.A.t i , fiRlT tOVRst , • . i�� . � � � �� .. � � . , h � � �, i � , �, ti ' ,� 1 , .�� Y . . � R =� ' �•' '�' e • • '6 1e � • �• � �!' , . . ,. • . � �!' . .••i• . � '� '' " . .. . , • •� � � . / MMrt OOAT � ' � . . � l.. t�t�t ��ft fOUNAttt• • . . .. '..•� • � •' }+�l TR�MGN •nt�Il�� •�1All �Ktt fTQM! l�Atf• • ' ' • • • ' ' �t�yNl�e�wt• 1'Ow MAOAT�O� a1W C�fcnw�t� *' . ••• • ' ' ',�� C01M►AGTIQR A� �►[[MKO IA 11tM �RHf.�R�� ►110�OK�IAA�flT ' '' . •. .. ��! OI TK /tI��MR� �►ttl/iGA+. • tRt1ALLATl011 . �� . • TION� /O* t4wff11VttfOn. ►Vl�1C • �roRRf ptAt.c�tt 0► �oRt w0*Tw ' � . TtxAf oR f1KKrKt, Al !►tqsKO n� � , . lLCtqrtS [�•t AND [!.! O► TfK ��,�� . " ` RKCM1CAtlOwt lOR �1ATtR RtMflt• . . . , 's , 1![AT ►110+�CT! ►ORT ROA1N 1tA?[11 l CONt�1ttC0 CRY1Mt0 lTONt lAit. ' . . •�'.•. .�...• . K►t,tttt 0I iORt.�ppT�1� Tt1tb. . lMAll St 111ltA�lt� A MfM111YM Of �� tLOM • �OttOlf O! Atl11ALt !Al►RN[11T. , , _, 0[OOkN Of IMi ?O MAtQ1 AQNGLAI ![C770/f� OR • �/t�1CTRAt1011 �Mtl=rLAt RRKACtMtltt , lltllTCAT10�1 �!� IMICiKK� !� ItO� t?�1M�R1. .� .,• �• . C�p�t �►f1JCAt1011�A A1111A�� A�KICAtK�1�1f'OM[ A OM r��p1 ►RO+t�Tf.tMt MO�tMtNMIKtR 011 0[lNRtR �•. ,• .� ' 1 Att ••0 �O ML. •♦ 1• f� l� l�.t. Mtlt R�'�LiH1T! TfR ►Yl► 1�1DtN 01 tlt1�Tl1� �lMR*RAt+Ow •• ' t AC �• o f• �At • f 1• f� l�J�.Y MKIKNt A! t0 t1RC10'1[�f�.tOIAR1A1�1Wlt!'Y TO • � • � � � •� ' M1f11fU�M COIN17ltlCf1011 tAAO�N. � AMROfRlATR� Tlf[ . • . � . . . � � � •,•� ! AC • • O !� �Al �.� � f (�R! •tMt) t'� l�/r� I /tllt MlD�M W �1M1ACR !lIKL K fKMWlD � RL�LACtD • • . • • Mi1lN AMp0�1MA?[ T1t[Rfif[It1 ?O �Xtljfl� �Af! �1! M�RAOt NATt11tJ►L• IN 1MAt �r�11T� ! O/ M.M. t. . . .. . ... .... ..... ...... .. . c•� �t iu��T�susco ro� t�t twRct eowitt "� • /[MRTA1?fOR MyIYtfIT. �.. TYPIGAL ��CTt��l--Tf�ENCH REPA�R • . . � . . . i' Yf'l � T i�A►TIOI� PA► F/�M.�NT� ��TH SQI L R,��;�, �. � FOR TEMPORARY REPA�R ONLY� (REv�s�o si2s�s7) � � - citr Of fORT 1rf�RTM '�"'''''" • � . . MY-�,-�-» TRANSPORtAT10N/PUBIlC WUftKS UEPARTMEKT ' "Fy �=-is•� ' +�c� •• •�o•.: f/I. l R'. fil� No C•32�0 EMI/A�FE/r/NQ D/Y/t/ON , aev-s•�•�� Ie w.f Where M.H.'s are i� street install two or more courses of ��ick.or concrete grade rings :tween casting and top of bric cone, or concrete siab. ,� Iltt,►lll � Use Cast {ron Pipe to First Joi�t Behind Limit of Excavation �� 4�� 0 4" 1'!.r%'•.� I I 4 � �Conc. Collar �4` Limit of t= Excavation-�� (I� � 1�� . ll! jU� . . (1� 1 lltl 0 M Y �, 1O � Wa l l on M. J. •. / 4'-0"- � Fitting COR-TEN �� / Bolts �--) f Requ i red �ov i de Stub Extension At �� Concrete _ See End of P.E. in M.H. � WaTI� / Standard 4' Dia. M. H. Detail Figure 103 � Slo e 1" �1' / . - / ,� P ' � j . � � �• � / Vertical to 3/4 �.a Point of Pipe - ,� .2 _. � g�� ..4..I• a . /;, •'. '.o •.� •, , .,. .. ,�.. . e• � Grouted invert Use 4000#� Concrete O4' dia. for sewer , Where M.H.'s are built in streets �to be paved� M.H. rim to be set to p�oposed paving grade F3! [� Y1111=1 UI ; lt� � ..Y-. 2�� 3�� - �- / . _ M. . Cas �'`� Push-on Plug l�on�Tee • ��f .. � _-�,� � % � � � t� ' � � �Q - Install Nuts � � Awa f r om M H L L a.i a E o �0 c a� � �' �o � � •L f0 . •L � �a � 1 :•a'... . :� . � �• . �• Thrust Slock to Extend 6" In Al1 Directions from Outside Diameter of P i pe � -i-78 -Use standard McKinley, � No.� A24 AM, or Equal M.H. Frame ��d Cover Set in Mortar Install M.H. St Same as in Stan M.H. � pipe up to 21" dia. 5' dia. for� sewer pipe 21" to 39" dia. � ACC E�S MA N HOL E _F1GURE 107 E 1-14 Material � E 2-14 Construction � TYPICAL SECTION STANDARD FOUR FOOT DROP C � � � � � � � Q �, - 1-i-78 � � i�+�� , �� .. � �` \ MANHOLE FRAME AND � �� '� �� 24"D IA. COVER � � EQUAL � / � � 70 McKINLEY IRON � - l + � --� WORKS NO.A24AM: � � (REF. E2-14) • ; ;�� i • \` ``\� /' /' `\��. �_r��'/ TOP OF CONCRETE CONE SECTION 15" BELOW FINISH RIM ELEVATION: r (REF. FIGS. 193 � 104). ''s: _ �."i = .:=�ex=-:. :t•��'� ��• •d. � ,�' .I �^�� • � � .J,•' ' j, ' : + � • : . . •� •• _ •. ! . s,. :�•� 8„ � �— CLASS F(4o00�) CONC I , ,�� 4 ` � 16' ii � 6 MIN. � GROUT � "` -':��,-^ ;:•y: :;=::',: NOTE: t. PRECAST 4'DIA. CONE WITH STANDARD 300# h1ANHOLE COVER AND RING IN LIEU OF 24"x40" SHALLOW MANHOLE(REF. FIG 106). 2. MANHOLE TO BE USED 4/HERE SEWER LINES ARE LESS THAN 6' DEEP. SHAL.LOW MANH�LE PR�CAST CONE FlGURE 105 E1-14 MATERIAL E2-14 CONSTRUCTION • "� � P1111S 7 67 (Copper) ,_ PMS 288 (t�tue) , - � ; $�„O:, . � : : ' � ' 3" '; 3' - � .5" ;; 3�� ; , , , , . , , 2.25" � J � '' . -.-_ ..-_. � i , , � � � a� � o �� 1 � � .�� . /�.� ; . � , . ;� i_._. White T .� �� =� �-� � ��rZ c�'s �r�rZ A C �r .r� _.�_ . . o .� . ..� � 2.25" . _� ____ — O � N --,_... , 4.5" j � / // /. / •�-�--_ �� : �- t� � �7 �1 L'� C7 ,� t'mJ ltsts (a�u�� .. � � . , 1 � � � ;� ; 4'-�.5�� %, , . , � ., , � . , ,, � `'� � � — - -, - . , 3" o �x�, �E�a �-e�- t 1 � � 3.75" ...1 t N i O _.. ._.___^,_ 4 5�� , � , j �; . .�3" Rad�ius , . . � '� PMS 288 (B1ue) / . � / � ' . .—�.� PROJ��T SIC,�� Scale �" - �' . Figure 30 � � E2-'1 Construction f� � C:� �J t� � C� ��] L� �l C� �I . 3.75" .� c � � � � NOTICE The following blank spaces in the Certificate of Insurance, Performance, Payment and Maintenance Bonds, and Contract are not to be filled in by the Bidder at the time of submitting his `� proposal. These forms are included herein to familiarize the Bidder with such forms which the r successful Bidder will be required to execute. � � � � � u L � � �'1 , , � � � � � � � �J �.�1 �� CI � �I� LJ � � � CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 4Q6.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS58- 070580174960 WILLIAM J. SCHULTZ, INC.. DBA CIRCLE "C" CONSTRUCTION COMPANY CON RACTO By. Gy�%�f/ i � �� Title �-/6- Da Date STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeared w+' �� f rn��C..If�Z. known to me be the person whose name is ubscribed o�}�e e ing ins �f�nt, and aclaiowledged to v�ie that he executed the same as the act and deed of �i �� i�n ��if1 �(' ,�� 1�' for the purpose and consideration therein expressed and in the capacity therein stated. �;,' (� �d1� ��' . r'..� GIVEN UNDER MY HAND AND SEAL OF OFFICE this . �-a�� d . �� Notary Public in and fo� / the State of Texas o1°A'CP:� CR►RQ� J. ^�CFBIJLTZ i,�� ,��., iVOTA'RY PI�BLIC +�' � a� 5tate of Texas �'�, oF �*Y Comm. Exp. 04-14-2G00 '"' � � � �, � � „ � �day of lil � � � � � � � � THE STATE OF TEXAS COUNTY OF TARRANT BOND NO.: 6040210 PERFORMANCE BOND � � KNOW ALL MEN BY THESE PRESENTS: That we (1) WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANY. a(2) Corporation of Texas, hereinafter called Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA, a corporation organized and e�sting 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, in the penal sum of: **Seven Hundred Thirteen Thousand, Four Hundred Eighty-Five and No/100** ($713,485.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Prip al e tered into a certain contract with the City of Fort Worth, the Owner, dated the day of r�� 1� 2000, A.D. 2000, a copy of which is hereto attached and made part hereof, for the construction of Sanitary Sewer Rehabilitation Pipe Enlargement Contract 99B "MSSPE99B" � � � .. ' 1 ' � Y designated as Project No.(s) PS58-070580174960; D.O.E. No. 2823 a copy of which contract is hereby attached, referred to and made part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all cost 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. F-1 � � PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and L"_ f� 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 obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed an original, this the day of FEB 1� 200� , A.D., 2000. ATTEST: � 1 C � ��C (Princ pal) Secreta (S E A L) ATTEST: Witness as to Principal WILLIAM J. SCHULTZ, INC., DBA CIItCLE "C" CONSTRUCTION COMPANY PRINCIP (4) BY: �/� � � � Willia . Sch�iltz, President P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INSURAI�F�CE COMPANY OF AMERICA (Address) � Surety BY: ' / , .�� (. t . �G z!C�! � � `� � (Attorn� -in-Fact) (5 ! Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) � (S E A L) (Surety) Secretary NOTE: Date of Bond must not prior to date of Contract � a � � �. Witness as to Surety Cynthia N. Klutts 234 Emma Street, Fort Worth, TX 76111 (Address) W � (DG5/2 i/�o) L-J (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. F-2 � F� sA��co� � POWER OF ATTORNEY SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98785 • No. 7498 �KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint ...s:as...s+......:...........�p� A MILLER; SHERYL A. KLUTTS;IOHN A MILLER II; K.R. HARVEY; Fo(t Wotth, TeXtS��s�i��'";�ii��;�sssssits�sa►r• a its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF,. SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents • �I L�J this 21st �J � _� - '��—«� day of April 99 Y� �� RA. PIERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT �j CERTIFICATE I,J Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: Article V, Section 13. - FIDELIN AND SUREN BONDS ... the President, any �ce President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer In charge of surety operations, shall each have authority to appoint individuals as attorneysin-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company In the course of its business... On any instrument making or evidencl�g such appointment, the signatures may be affixed by (acsimile. On any instrument conferring such authority or on any bond or aundertaking of the company, the seal, or a facsimile thereof, may be Impressed or affixed or in any other manner reproduced; provided, however, that the seal shali not be necessary to the validity of any such Instrument or undertaking" Extract from a ResoluUon of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. Q"On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisfons ot Articie V, Section 13 of the By-Laws, and (fi) A copy of the power-of-attorney appolntment, executed pursuant thereto, and (ifi) Certifying that said power-of-attorney appointment is In full force and effect, the signature of the certifying o�cer may be by facsimile, and the seal of the Company may be a facslmile thereo(." I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the aforegoing extracts o( the By-Laws and of a Resolutfon of the Board of Directors of these corporetions, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said cotporation l�'.' � l�J I�J � /��oN'��r�`� � 5EAL � a� I953 �j► �'o� w�s�% this � COR�ORIITE � 5EAL x �1a2�� day of % / � i / �' w RA. PIERSON, SECRETARY � S-0974/SAEF 7/98 � Registered trademark of SAFECO Corporation. 4/21l99 PDF L'� � BOND NO.: 6040210 PAYMENT BOND THE STATE OF TEXAS � COUNTY OF TARRANT � KNOW ALL MEN BY THESE PRESENTS: That we (1) WILLIAM J. SCHULTZ, INC., � DBA CIRCLE "C" CONSTRUCTION COMPANY a(2) Corporation of Texas, hereinafter called Principal, and (3) SAFECO INSURANCE COMPANY OF AMERICA, 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 furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of: **Seven Hundred Thirteen Thousand, Four Hundred Eighty-Five and No/100** � ($713,485.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, � executors, administrators and successors, jointly and severally, firmly by 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 o�B 1 5 2000 , A.D. 2000, a copy of which is hereto attached and made part hereof, for , a copy of which is hereto attached � and made part hereof, for the construction o£ Sanitary Sewer Rehabilitation Pipe Enlargement Contract 99B "MSSPE99B" designated as Project No.(s) PS58-070580174960: D.O.E. No. 2823, a copy of which contract is �"" hereto attached, referred to and made part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the 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. � ' THIS 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. f� F-3 , 1 � � � PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration 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 obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WIT`NESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall 1 be deemed an original, this the day of ��R ��_ A.D., 2000. �� ATTEST: WILLIAM J. 5CHULTZ, INC., DBA CIItCLE "C" CONSTRUCTION COMPANY ' RINCIP (4) C� �. � G�� BY: i��,�- ' (Princ�pal) Secretary Williar�J. Sct�(fi tz, President ' (S E A L) � ATTEST: � � � ' (S E A L) Witness as to Principal P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INSURA,�ICE COMPANY OF AMERICA (Address) Surety BY: � (Attor y-in-Fact) 5) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) (Surety) Secretary C- � �� - �� ' Witness as to Surety Cynthia N. Klutts ' 234 Emma St., Fort Worth, TX 76111 (Address) � �C-5/21/70) NOTE: Date of Bond must not 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. F-4 �J d sAFEco� �� 0 POWER OFATTORNEY KNOW ALL BY THESE PRESENTS: �That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint ��r��s��r��V �(�,(II,�,�:R; SIfGRYL A. I�LUTtS; JOIIN A. h11L�.�;R. II; I�.R. IIARVGY: PoR Worth. Teuac••••••••••••"•••••••••••"•••••••••••• a its true and lawful attomey(s)-in-fact, with fuli authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character aissued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and atlested these presents . � l�'J l�] thls 21st /� � � . t i - ��r.i SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 7498 day of April �� Y� � � RA. PIERSON, SECRE7ARY W. RANDALL STODDARD, PRESIDENT CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SUREN BONDS ... the Presidenl, any Vice President, the Secretary, and any Auistant Vice President appointed for that Dpurpose by the officer In charge of surety operatfons, shall each have authority to appolnt individuals as attorneys-In•fad or under other appropriate titles wilh authority lo execute on behal( of the company fidelity and surety bonds and olher documents of simllar character Issued by the company In the course o( its business... On any instrument making or evidencing such appointment, the slgnatures may be affixed by facsimile. On any tnstrument conferring such authority or on any bond or undertaking o( the company, the seal, or a facsimlle thereof, may be Impressed or affixed or In any other manner reprod�ced; provided, however, that the seal shail not abe necessary to the validity of any such Instrument or undertaklnp." Extract from a Resolullon o( tha Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. �"On any certiffcate executed by lhe Secretary or an assistant secretary of the Company setting out, (i) 7he provisions ot Articlo V, Section 13 of the By-Laws, and (ii) A copy o( the power-o(-attorney •appointment, executed pursuant thereto, and (iii) Certifyfng that safd power�of-attorney appolntment Is In full force and effect, athe signature of the certifying officer may be by facslmile, and the seal of lhe Company may be a facslmiie thereof." I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certi(y that the Oforegoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are stili in tuil (orce and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsim(le seal of said corporation L'J � 0 �� 1 ��yQ� � 5EAL � a � a� 1953 � �a' rvAsM� � � 5-0974/SAEF 7/98 this � CORPORATE � 5EAL x taz3 � ��MWas�i day ot /� / �'' - , R.A. PIERSON, SECRETARY � Registered trademark of SAFECO Cotporalion 4/21/99 PDP � A � � � � ' � ' .� � � THE STATE OF TEXAS COUNTY OF TARRANT BOND NO.: 6040210 MAINTENANCE BOND � � KNOW ALL MEN BY THESE PRESENTS: That (1) WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C" CONSTRUCTION COMPANI', as Principal, acting herein by and through (2) William J. Schultz, its duly authorized President and (3) SAFECO INSURANCE COMPANY OF AMERICA, a corporation organized under the laws of the State of Washington, 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, **Seven Hundred Thirteen Thousand, Four Hundred Eighty-Five and No/100** Dollars ($713,485.00), lawfully 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 surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth, dated � E g�- 5 2Q� for the performance of the following described public work and the construction of the following described public improvements: Sanitary Sewer Rehabilitation Pipe Enlargement Contract 99B "MSSPE99B" all of the same being referred to herein and in said contract as the Work and being designated as Project No.(s) PS58-070580174960 - D.O.E. No. 2823; 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 of one (1) vear after the date of the final acceptance of the work by the City; and ' WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of one (11 vear; and ' WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be necessary; and, '" F-5 � � � � .r 1 � ' ' ' � � WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. NOW THEREFORE, if said Contractor shall keep and 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 ei%ct, and said City shall have and recover from the said Contractor and its surety damages in the premises as prescribed by said Contract. This obligation shall be a continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is e�austed. 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 S counterparts, each one of which shall be deemed an original, dated � . ATTEST: �,G�( �...�d�iZy / (Princ�al) Secretary (SEAL) � � ATTEST: � � ' � � (SEAL) Witness as to Principal (Address) (Surety) Secretary � � ,.�g�� . �� C- �'�""�." • Witness as to Surety Cynthia N. Klutts 234 Emma St., Fort Worth, TX 76111 (Address) F-6 WILLIAM J. SCHULTZ, INC., DBA CIItCLE "C" CONSTRUCTION COMPANY P IPAL (4) By: ,�� Willia J. Schultz P. O. Box 40328, Fort Worth, TX 76140 (Address) SAFECO INSURANCE COMPANY OF AMERICA � Surety By: �,�,; � � 1�"�' ' v (Atto ey-in-Fact) (5) Sheryl A. Klutts Safeco Plaza, Seattle, WA 98185 (Address) NOTE: Date of Bond must not prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct Name of Surety (4) If Contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. r �SAFECO` I�� a POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS: �That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint ••••••'••••••••••••••••••••'••10If�1 A. MII.LGR; SIIGRYL A. }:LUTTS; JOIIN A. htU.l.f•.R. ih, I�.R. 1[ARVEY: Fort Worth. Tt.�(.15"'r��rt�r��r��• 0 its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character Qissued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and aftested these presents l"�J �� lhis 21st � � � ' i SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF MAERICA HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 No. 7498 day of April 99 Y� � RA. PiERSON, SECRETARY W. RANDALL STODDARD, PRESIDENT CERTIFICATE Extrect from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELIN AND SURETY BONDS .., the Presldent, any Vice President, the Secretary, and any Assistant Vice President appointed for lhat Qpurpose by the officer in charge of surety operations, shall each have authority to appolnt individuals as attorneys-In-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of slmilar character Issued by the company In the course of its business... On any instrument making or evidencing such appolntment, the signatures may be affixed by facsimile. On any Instrument conlerring such authority or on any bond or undertaking of tlie company, the seal, or a facslmlle thereof, may be Impressed or afflxed or In any other manner reproduced; provided, however, that the seal shall no� a be necessary to the validity of any such instrument or undertaking:' Extract trom a Resolutlon of tho Board of Dlrectors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970, �"On any certiflcate executed by the Secretary or an assistant secretary of the Company selting out, (() The provislons of Article V, Section 13 of the By-Laws, and (ii) A copy o( the power-of-attorney appolntment, executed pursuant thereto, and (ili) Certitying that said power-of-attorney appolntment Is in fuli force and effect, � the signature of lho certifying o(ficer may be by tacsimile, and the seal of the Company may be a facsimile thereof." I, R.A, Pierson, Secretary of SAFECO INSURANCE COMPANY OF' AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do he�eby ce�tify that the �foregoing extracts of the By-Laws and of a ResoluUon of the Board of Directors ot these corporatans, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full torce and e(fect. L.i IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation LJ L�] Q CE CA?p � o°�°� �N`�' � SEAL � � a�� 1953 � �``O1' pAsM� � OS-0974/SAEF 7l98 thfs CORPORIITE , SEAL \ r z�/. day of � / �'' - , RA. PIERSON, SECRETARY � Registered lrademark of SAFECA Corporation 4/21/99 PDf � � I� IMPORTANT NOTICE To obtain information or make a complaint: � You may call the company's toll-free telephone number for information or to make a complaint at: '� � L�J �� I� I�] � �� 0 ,� � � �r�� 1-800-472-4455 You may write the Texas Department of Insurance P. O. Box 149104 Austin, TX 757149104 FAX !f (512) 475-1771 PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. Prescribed by the State Board of Insurance Effective May 1, 1992 AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede llamar al numbero de telefono gratis de la companla para informacion o para someter una queja al 1-800-472-4455 Puede comunicarse con el Departamento de Seguros de P. O. Box 149104 Austin, TX 787149104 FAX �{ (512) 475-1771 DISPUTA5 SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente or la compania prlmero. Si no se resuelve la disputa, puede entonces comunicarse con el Departamento de Seguros de Texas. UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. Ordenado por el consejo Estatal de Directures de Seguros, Effectivo el 1 de Mayo 1991. 0 � � � � � � 1 ' i ' � � ' ' � ' ' PART G - CONTRACT THE STATE OF TEXAS COUNTY OF TARRANT � �,� � FE� � 5 2000 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 thereto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and WiLLIAM J. SCHULTZ, INC.. DBA CIRCLE "C" CONSTRUCTION COMPANY of the City of Fort Worth, County of T�rrant and State of Tex�s, Party of the Second Part, hereinafter termed "CONTRACTOR". WITNESSETH: That for and in consideration of payments and agreements hereinafter mentioned to be made and performed by the Party of the First Part (Owner), said Party of the Second Part (Contractor) hereby agrees with the said Party of the First Part (Owner) to commence and complete certain improvements described as follows: S�nitary Sewer Rehabilitation Pipe Enlargement Contract 99B "MSSPE99I3" Project No. PS58-070580174960; D.O.E. No. 2823 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, superintendence, labor, bonds, insurance, and other accessories and services necessary to compete 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 of the Contract Documents hereto attached, including the Fort Worth Water Department General Contract Documents and General Specifications, all of which are made a part hereof and collectively evidence and constitute the entire contract. G-1 I�J � l�J � � � Q 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 th�refore, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties of these presents have executed this Contract in 8 counterparts in the year and day first above written. CITY OF FORT WORTH, TEXAS (Owner) Party of the First Part � • ' By. �-Lp-�j v�.,�� Asst. City M a�er a (SEAL) � � Approved: �. ' C�� ,� � A. Douglas Rademaker, P.E., Director �' Department of Engineering 0 CW � a � � UJ APPROVED AS TO FORM AND LEGALITY: ��7��%J �� v Gary 5teinberger, Asst. City Attorney - 1`'7 � Contract Au�horizatCiot� a- Ns -o� �� CONTRACTOR: , •� � WILLIAM J. SCHULTZ, INC., DBA CIRCLE "C� CONS'�.P�UCTION COMPANY By: , �� . illiam . Schultz Title: esident WITNE S: / /� � G-2 ATTEST: � � City of Fort Worth, Texas �1��1�or A1/�1 Caunc�il C,ainn�un��At�an DATE REFERENCE NUMBER • LOG NAME PAGE 2/15/00 **C-17858 I 30C99B I 2 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION COMPANY, FOR SANITARY SEWER REHABILITATION PIPE ENLARGEMENT CONTRACT 99B (MSSPE99B) FISCAL INFORMATION/CERTIFICATION: The Finance Director certifies that upon approval and compietion of recommendation 1 and the adoption of the attached appropriation ordinance, funds will be available in the current capital budget, as appropriated, of the Sewer Capital �Project Fund. MG:j , � Submitted for City Manager's Office by: Mike Groomer Originating Department Head: Ar. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker I FUND � (tO) � 1 &2,) PS58 6140 2) PS58 2) PS58 6157 � (from) I1) PE45 3) PS58 6157 � I ACCOUNT I CENTER I AMOUNT 472045 070580174960 $799,104.00 541200 070580174960 $749,160.00 531350 030580174960 $ 49,944.00 CITY SECRETARY a�ov�� C1TY COUNCIL j FEB �5 2000 538070 . 0709020 $799,104.00 � ��) 541200 070580174960 �$713,485.00 � �e•« 17G.,�s.�� I C ty_Qf F�orth � � A.dopted Qrdinanca N�, �� City of Fort Worth, Texas �1�A�ar And C,aunc�l C,a�rt�nun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 2/15/00 **C-17858 30C99B 1 of 2 SUBJECT APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO WILLIAM J. SCHULTZ, INC., D/B/A CIRCLE "C" CONSTRUCTION COMPANY, FOR SANITARY SEWER REHABILITATION PIPE ENLARGEMENT CONTRACT 99B (MSSPE99B) RECOMMENDATION: It is recommended that the City Council: 1. Authorize the transfer of $799,104.00 from the Water and Sewer Operating Fund to the Sewer Capital Project Fund; and 2. Adopt the attached appropriation ordinance increasing estimated receipts and appropriations in the Sewer Capital Project Fund in the amount $799,104.00 from available funds; and 3. Authorize the City Manager to execute a contract with William J. Schultz, Inc., d/b/a Circle "C" Construction Company, in the amount of $713,485.00 for Sanitary Sewer Rehabilitation Pipe Enlargement Contract 99B (MSSPE99B). DISCUSSION: The work to be performed under this contract consists of rehabilitating existing deteriorated sewer lines that are under existing structures or in congested areas where open trench methods of construction would be impossible. The work to be pertormed under this contract is City-wide. The project was advertised for bid November 18 and 24, 1999. The following bids were received December 16, 1999: BIDDERS William J. Schultz, Inc. d/b/a Circle "C" Construction Companv Nadezda Construction, Inc. Hall-A(bert Construction Company Texas-Sterling Construction, Inc. AMOUNT $713.485.00 $769,650.00 $794,690.00 $854,770.00 TIME OF CONTRACT 365 Calendar Days The Engineer's estimate for the project was $896,765.00 The low bidder, William J. Schultz, Inc., d/b/a Circle "C" Construction Company, is in compliance with the City's M/WBE Ordinance by committing to 8% M/WBE participation. The City's goal on this project is 8%. In addition to the construction costs, $35,675.00 contingency is required for possible change orders, and $49,944.00 is required for design, inspection and survey services.