The URL can be used to link to this page

Home My WebLink About025193 - Construction-Related - Contract - S.J. Louis Construction, Inc.� a � �. � .. �. .�-. �.� �., �� - � � r L � ., « e i � � u .�, _ ��' �•i � - CONTRACTENp Y�� I �� . o�T o��rH _ . � � �'��Y SECR - SPECIFICATIONS AND CONTRACT DOCUMENTS FOR D.rJ.E. F1LE :JNTRAC�O S BC?N G CC?s� :�iVSTRt�CT10N'S COPY :'�!.'��T ��PARTMENT MAIN 106R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATlON AND IMPROVEMENTS (GROUP 4, CONTRACT 2) PART 8— SECTION A: PIPELINE REPLACEMENT SECTION B: WATER REPLACEMENT D.O.E. PROJECT NO. 1735 SEWER PROJECT NO. PS46-070460410150 WATER PROJECT NO. PW53-060530175050 CITY OF FORT WORTH, TEXAS 1999 KENNETH BARR BOB TERRELL MAYOR CITY MANAGER A. DOUGLAS RADEMAKER, P.E. DIRECTOR, ENGINEERING DEPARTMENT LEE C. BRADLEY, P.E. DIRECTOR, WATER DEPARTMENT HiJGO A. MALANGA, P.E. DIRECTOR, TRANSPORTATfON AND PUBLIC WORKS PREPARED BY: BLACK & VEATCH, LLP ��`�� `� FURT WURTH, TEXAS ��. � t�� .--� : �P�� a� T��,�,,,� � + : � �.S` ��r ��I��1� �S��ItS�J � � ...• • .........:... •. -� y RANDALL G. McthTYRE � ��U U��rr'��'�'�' n ��'x 9�=.n 64930 J. .-� r , q�� . ,.,:J /��I��FS:��STER�':.t��''+b �, 1?41!^�J��I,'��,ja �!r; .. ��1 S�Q�'8l6.. `��` = ,,��\\o��= MuY t 9� �99q � � � � 1 � � � � � ' � � I � � 1 � � � S...T LouiS �NST �NC. Contractor ��oa' .26.2�8¢ Street Address A,el/N�%.t/, �XAS City & State l�/7� 6y0�%%3% Telephone i SPECIFICATIONS AND CONTRACT DOCUMENTS FOR MAIN 106R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS . (GROUP 4, CONTRACT 2) PART 8— SECTION A: PIPELINE REPLACEMENT SECTION B: WATER REPLACEMENT D.O.E. PROJECT NO. 1735 SEWER PROJECT NO. PS46-070460410150 WATER PROJECT NO. PW53-060530175050 CITY OF FORT WORTH, TEXAS 1999 ��.�.��.-�..' � -C__ ;P,�E OF TF��r .f��'h�• � .4��"+� i• '� �, .RANDALL,G..McINTYRE r �.�Ipa� ,Q 64930 � .:�� % '+�� S �'NAI. E V�� ,,, �9 �; yy9 Y � PREPARED BY BLACK & VEATCH, LLP 100 E. 15T" STREET, SUITE 600 FORT WORTH, TEXAS 76102 O � � � � � � � � � � � � � � � � � � TABLE OF CONTENTS PART A SPECIAL INSTRUCTIONS TO BIDDERS Notice to Bidders Detailed Notice to Bidders Special Instructions to Bidders PART B PROPOSAL City of Fort Worth Minority and Women Business Enterprises Proposal . PART C GENERAL CONDITIONS Table of Contents General Conditions PART C1 SUPPLEMENTARY CONDITIONS TO PART C PART D SPECIAL CONDITIONS Table of Contents Special Conditions PART DA ADDITIONAL SPECIAL CONDITIONS Table of Contents Special Conditions PART E MATERIAL SPECIFICATIONS PART F BONDS AND INSURANCE CERTIFICATES Certificate of Insurance . Performance Bond Payment Bond Maintenance Bond , Contractor Compliance with Worker's Compensation Law PART G CONTRACT PART H STATE REVOLVING FUND (SRF) REQUIREMENTS PARTI EASEMENTS PART J PERMITS C�J � � � l�1 � PART A � SPECIAL INSTRUCTIONS TO BIDDERS � l!� �J L�J L�J C 0 C� 1:.� L:.J l�J �' � (�� L�J �� (� � � LJ � � �� I�J NOTICE TO BIDDERS Sealed Proposals for the following: MAIN 106R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 4, CONTRACT 2) PART 8— SECTION A: PIPELINE REPLACEMENT SECTION B: WATER REPLACEMENT Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas, wili be received at the Purchasing Office until 1:30 P.M., Thursday, July 1, 1999,and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. 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 the documents will be provided to prospective bidders for a deposit of forty dollars ($40.00). These documents contain additional information for bidders. The major work on this project includes: DOE No. 1735 Quantitv 3,500 100 520 15 2, 240 560 6,940 Unit Description LF 24" sanitary sewer - open cut LF 24" Sanitary Sewer by other than open cut LF 8" sanitary sewer - open cut EA sanitary sewer manholes LF 8" water line LF asphalt pavement repair SY 2" asphalt overlay For additional information concerning this project, please contact Mr. Randy Mclntyre, P.E., at the offices of Black & Veatch, 817-429-7558 or Mr. John Boyer, Project Manager, at the City of Fort Worth at 817-332-5474. ADVERTISEMENT DATES: June 3, 1999 June 10, 1999 NB-1 � L�J � L! u l!J Lil DETAILED NOTICE TO BIDDERS Sealed Proposals for the following: MAIN 106R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 4, CONTRACT 2) PART 8— SECTION A: PIPELINE REPLACEMENT SECTION B: WATER REPLACEMENT 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, July 1, 1999, and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. � 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. A forty ($40.00) dollar deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for forty Qdollars ($40.00) per set. These documents contain additional information for prospective bidders. � C�� LJ � I� � All bidders will be required to comply with Provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278 as amended by City Ordinance No. 7400, prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. The Major work on this project includes: DOE No. 1735 Quantitv 3,500 100 520 15 2,240 560 6,940 Unit Description LF 24" sanitary sewer - open cut LF 24" Sanitary Sewer by other than open cut LF 8" sanitary sewer - open cut EA sanitary sewer manholes LF 8" water line LF asphalt pavement repair SY 2" asphalt overlay Included in the above will be all other 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 formalities. Bidders shall not separate, detach or remove any portion, segment or sheets from the contract document at any time. Bidders must complete the proposal sections and submit the complete specifications book or face rejection of the bid as non- responsive. DNB-1 � L�°J L'� � � � L+�J IiJ �� ,: L*�J L#J � � � � � [�J '�J AWARD OF CONTRACT: No bid may be withdrawn until the expiration of ninety (90) days from the date bids are opened. The award of contract, if made, will be within ninety (90) days after the opening of bids. In no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. Any contract or contracts awarded under this Detailed Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. This contract is contingent upon release of funds from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies, or employees is or will be a party to this Detailed Notice to Bidders or an resulting contract. NOTICE TO PROCEED: The Contractor will not begin construction until the City issues a written work order to proceed on the project. 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 (817) 871-7910. In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. The bidder shall submit the M/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM, and/or the GOOD FAITH EFFORT FORM ("Documentation"), as appropriate. The Documentation must be received by the contracting department no later than 5:00 p.m., five (5) City business days after bid opening date. The bidder shall obtain a receipt from the appropriate employee of the contracting department to whom delivery was made. Such receipt shall be evidence that the Documentation was received by the City. For additional information concerning this project, please contact Mr. Randy Mclntyre, P.E., at the offices of Black & Veatch, 817-429-7558 or Mr. John Boyer, Project Manager, at the City of Fort Worth at 817-332-5474. ADVERTISEMENT DATES: � June 3, 1999 June 10, 1999 BOB TERREL CITY MANAGER ALICE CHURCH CITY SECRETARY DEPARTMENT OF ENGINEERING A. Douglas Rademaker, P.E., Director � < r, B: 0 11 �j 7 �, � GI A�' y Rick Trice, P.E., Manager, Consultant Services DNB-2 ,' LJ � L;J 'J u � '�J � [�� `J �J LJ LJ �I SPECIAL INSTRUCTION TO BIDDERS (WATER DEPARTMEN'1� 1. PREOUALIFICATION RFAU]C�t]E'.L1�iENT: All contra,ctors 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 contr�or. It is the bidde.r's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven ('7) calendar days prior to the date of the opening of bids. (a) The financial statement required shall have been preparad by an independent aertifierl public a�ccountant or an independent public accountant holding a valid pemut issued by an�,�,a�,�,�:ate State licensing agency and shall have been so prepared as to reflect the 5nancial status of the submitting company. This st�tement 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 fum seel�ng qual.ific�tion 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 rejected as such. (e) The City, in it's sole discretion, may reject any bid for failure to demonstrate experience and/or ezpertise. ( fl Any r...r.,�.ls submitted by a non prequalified bidder shall be returned unopened, and if inadvertenfly opene�, shall not be considered. (g) The City will attempt to notify prospective bidders whose qualifications (financial or �'j ezperience) are not deemed to be appropriate to the nature and/or magnitude of the U project on which bids are to be received. Failure to notify shall not be a waiver of any �� necessarY Prec�ualification. _l, � � � � � � � � �. � � 2. BID SEX:URITY: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five pement (59b) of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the successful bidder fails to ezecute the Contract Documents within (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) �the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be-7icensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown 3. 4. on the Treasury list or one-tenth (1110) the total capital and surplus. BONDS: A performance bond, a payment.bond and a maintenance bond each for one hundred (100�) percent of the contract price will be required, Reference C 3-3.7. WAGE RATES: Not less than the prevailing wage rates established by the City of fort Worth, Texas and as set forth in the contract documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. ,:'� � 7. � D Q D � L.i � � BIDDER LICENSE: Bidder must be a licensed Contractor in the State of Texas. NONRFSIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes, the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Tezas resident bidder would be required to underbid a nonres�ide�t bidder to obtain a comparable contiact 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 the State of Texas, but excludes a contractor whose ultimate parent company or majority owner has its principal place of business in the State of Texas. This provision does not apply if this contract involves Federal funds. -2- � 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 contraetor to do so will automatically disqualify that bidder. � 8. LJ � ,� � � �� LsJ l�J t=J LJ L■J LJ � L�' � -, �� PAY1ViENT: If the contract amount is $25,000 or less, the cont�ct 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, Contra�or covenants that neither it, nor any of its officers, members, agents, employees, program participants or subcontractors while engaged in performing this contra�ct, shall, in connection with the employment; advancement or discharge of employees in connection with the tenns, 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. � Contrac�or further covenants that neither it nor its officers, members, agents, employees, subcontraetors, Program PazticiPants� or Persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maximum age limit for such employment unless the specified maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirements. Contractor warrants it will fully comply with the policy and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. 10. DISABILITY: In accordance with the provisions of the Americans With Disabilities Act of 1990 ("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully discriminate on; the basis of disability in the provision of services to the general public, nor in the availability, terms and/or conditions of employment for applicants for employment with or employees of Contra�cctor or any of its subcontractors. Contractor warrants it will fully comply with the ADFA's provisions and any other applicable Federal, State and local laws conceming disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of contractor's and/or its subcontractors' alleged failure to comply with the above referenced Policy concerning age discrimination in the performance of this agreement. -3- �J l�1 � 11. MINORITY AND WOMEN BUSINESS ENTERPRISES:, In accordance with the City of Fort Worth Ordinance No. 11923 the City af Fort Worth has goals for the participation of minority business enterprises and women bvsiness enterprises in City � contracts. A copy of the Ordinance can be obtained from the Office of the City Secretary. In addition, the bidder sha11 submit the MBE/WBE LTTILIZA'TION �FORM, PRIME COIVTRAGTOR WAIVER FORM aad/or ihe GOOD FATTH EFFORT FORM D ("Documentation'� as appropriate. The documentaiion must be received no later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom deIivery was � made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall reader the bid nonresponsive. � Upon nquest, Contrador agrees to provide the Owner complete and accurate information regardiag adual work performed by a Minority Business Enterprise (MB� and/or a Women Business Enterprise (WB� on the contract and payment thereof. Contractor � ftuther agrees to permit any audit and/or ezamination 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) andlor the Q commission of frand by the Contractor wiIl be grounds for termination of the contract and/or initiating action under appropriate federai staie or local laws or ordinances reIating to false statements. Further, any such misrepresentation (other than a negligent � misrepresentation) and/or commission of fraud will result in the Contractor beiag deternuned to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. . � � Revised 12J18/98 l�] L! 1 u L�1 L] � L�J ��J � J m �� Q a a � a, [� �3 i� C] C� � C� C� �1 C.� C� [� �3 C� C� t� C� [� t� City of Fort Worth D E P t 0"r Minority and Women Business Enterpris��i�at4�r6� C F 1�1 SANITARY SEWER MAINr106R DRA��A�€ A�E��'1 1 12 REHABILITATION AND SEWER IMPROVEMENTS GROUP 4, CONTRACT 2 PART 8 (SECTIONS A & B) SPECIAL INSTRUCTIONS FOR BIDDERS APPLICATION OF POLICY If the total dollar value of the contract is $25,000 or more, the M/WBE goals are applicable. If the total dollar value of the contract is less than �25.000. the M/WBE aoals are not aptilicable. `" POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs which provide goods and services directly or indirectly to the City. MNVBE PROJECT GOALS The City's MBE/WBE goal on this project is 22 % of the base bid value of the contract. COMPLIANCE TO gID SPECIFICATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance by either of the following: 1. Meet or exceed the above stated minimum M/WBE goals, or; 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable doc�ments must be received by the Managing Department, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. 1. M/WBE Utilization Form: received by 5:00 pm, five (5) City business days after the bid opening date, exclusive of the bid opening date. 2. Prime Contractor Waiver Form: received by 5:00 pm, five (5) City business days after the bid opening date, exclusive of the bid opening date. 3. Good Faith Effort Form: received by 5:00 pm, five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S MNVBE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS. Any questions, please contact the M/V116E O�ce at (817) 871-6104. Rev.6/2/98 ` � • Cifiy of Fort Worth Minoriiy and Women Business Enterprise Specifications MBEIWBE UTILIZATION ATTACHMENT 1A Page 1 of 2 5.5, a.zs coNs-r. �Nc . _�,ary l, 1999 I'.IME COMPANY NAME BID DATE pr,t/ /O(sl2 OZA=�/AC�E AREA S acZ% SE t�t SYS7�w.t f?EHAB.T[Z'r�lTsa,✓ 1Y�E �P;OSECT N�_ /',�.35 • PROJECT NAME �NA sM��ovt M�„�-�'��I�y c�.�ea�aa PROJECT NUMBER SEw/E2 PRDSE�T ND. PS4tG'G%h`1Go� P�'1Rr g - SECr'.i� A. ��EcrNE ,2EPtq�E'MEn/T' � � S�ct�eLi 6: wAtER_ Y�Pc wc��n�r �TER s o_ ►�53-o�aS.3o1'7so�j ([TY'S M/WBE PROJECT GOAL: ,Z z% � M/WBE PERCENTAGE ACHIEVED: � 3(e 6/p ( t � ure tn:�:compiete�this �r befor� S;OO p.m. i ecificaiions: _ _ _ efywith:sapporting:dbcumentation; and received bythe�Managing°,Department ess days:after°6id opernng;:exctusive.of bid�opening date, will.r.esulfiiR�#heibid specifications- -;' � � -� :.. w:MBE a'nc]Jor � WBEfrms: for, worlc.yf isted,� i F`ort� Worth:. TFie inientionat_ andtor~icrn �n `and`wi[l�result m tthe: 6id.,being= consi .�- _ -. ,,. _ '� �.Company:NacTre;:.Contact.Name; r�fied; � �peclfy�C+ontracting -� Specif�. 1�11-1iems;tobe _ ': Do1larAmo[mt �' Address; and,Te[ephone°No. � =Scope-ofWork"(*� Supplied('}= '-- ,�, _ _ '; - ._, � Y Q oo . , _�� . - - c� ; . _ L . �: � �:, sn-t U ' �, ?. � - 2: , .: .:. , . S � :- � .:' � . . .:'; : ..:.f . ,...:. . . . . =' . :: . ..:. ' �.._. . . .. .- . .: ��:: . �'.i: .::: �..,... . . . �. . .. . .. . � :': ..::: . � . . .. . . . . . ... . .. ... . .. .... .... ; �.�C.I( , iA�� . Fu�z�vzsH A.UO N�tuL �4' �F? �X,�?5/ln�n PII�F EM�evMENT �� gI�.O� '7' EA/-roA/ iX �7�eo26� �C AND i2oCK RI� RAP i 4n� a y3 - f�5�� ' Q�, 7Pi �„" V7AIln �-IAI�C OFF OF $%��[ , �w/. TE�'FE�S�n/ DI�T A,v� ASPN�7tT ��T � �� . o. �,Qx �►o��; x Mp�,zzA� a� 7�7. � �AC, . AS TX '7'73'7 . r i- .5�� , , a��,N�u -� sd.�z PoM7�AtTD�IS .T.{K_ F4L�iVZ.'SN �ND .T'�ST�4LG ��r� C_�k srREEr cra a�A �•4,��`v�✓ lSr '�50 000 00 ,�,M ID[.oTHIAA/ T�YI�� %�e0(e5 X �,►SPNALT M�iTF�2qL J �(4�e'7) v77-Syo9 MNVBEs;must-be located in the 9(nine) county marketptace orcurrently doing business:in.the:marketplace atthe time of bid. i I(') Specify alI areas.in which MWBE's:a�e to be utilized andlor items to be supplied: � (`) A complete tisting of ifems to besupplied is reyuired:in: ocder to receive:credittowacd the-MlWBE goal... � Identify each Tier level: . -Tier. Means.the�leve! of subcontracting below the prime:coMractor/consulfarrt, i.e., a,direct payment • I from the prime contractor to a subcontractor. is considered 1'� tier, a payment by a subcontractor to itssupplleris considered 2id tier. THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.rrs., FIVE (5) CITY BUSINESS DAYS AFTER BID OPENING, EXCLUSiVE OF THE BlD OPElVIiVG DATE Rev. 6f2198 Pages 1 and 2 of Attachment 1A must be received by the Managing Department W.. - . . c�t� of Fort wortn Minority and Women usiness Enterprise Specifications MBE/WBE UTILIZATION Company Name,:ContactName,, Certifled.•'r Specify,,�Contractirtg=:_ = Address,-andTeiephone-No ' :--• � '.Scope.ofWoric(�) �• . I a o0 .. V -: _, - ~ a� c� �c; -: .:. ; z , . .:: . .-- - ,..,.: ._ . . , ,-.. . . _ :: . . ,. r 'e� r�' nl�: Z'�v�. r_�.�r �. o. __�ox 9a5Q?S�9 No_ •� S7o�* rx 77a9a Z- �l �vr� }?r E C�zST L"BuTn�Z� rA/(' _ yni-A t��FozD �?�'►� � o�Z T A -�10 X � 6 A7TACHMENT 9A Page 2 of 2 Specify-�l ifems to.be Do1larAmount: : Suppiied(�}"- _ ,r� ;: � O.m m �, Fu,e'NZS�/ 1�RE A�/D � Sf � P�n_ co�,sT ��E�.�,,, 15,aao. 50 Ft..Z M.zs H F�..� L �2 EQU�PME�.T /� ��3! �o . �p �he bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding ictual work perfocmed by all subcontractors, including MBE(s) and/or WBE(s) amangements submitted with this bid. The bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that -nrill substantiate the actual work pecformed by the MBE(s) and/or WBE(s) on this contract, by an authorized officer or amployee of the. City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debacment from City worlc for a period of not less than three (3) years and for initiating action under Federal, . State or Local laws conceming false statements. Any failure to comply with this ordinance and creates a material xeach of contract may result in a determination of an irresponsible offeror and barred from participating in City work :or a period of time not less than one (1) year. ALL MB an WBEs MUST BE CERTIFIED BY THE CtTY BEFORE CONTRACT AWARD �CE S� Gt/H/ TM.d I1I Autho d Signatu Printed Signature �c� - /�,e�sid�'�v �f „�g�� Title � S. �:' La�� '�rs� /�c� Company Name l��. �x 202�8� Address ��¢C/�/�T�N , TxAS %60D� City/State2ip Code � Contact Name and Title (if different) �d��) 6y0 � 773% Telephone Number (s) l�i�) GyD • oa3o Fax Number 7'/9/9 9 Date THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) C1TY BUSINESS DAYS AFTER BID OPEtVlNG, EXCLUSIVE OF THE BID OPENING DATE Rev. 6/2198 Pages 1 and 2 of Attachment'IA must be received by the Managing Department �� TO: Mr. Bob Terrell City Manager Fort Worth, Texas PROPUSAL - PART 8 PROPOSAL FOR: The furnishing of all materials (except as specified to be furnished by the City), equipment and labor for the rehabilitation, replacement, or construction of manholes, all necessary appurtenances and incidental work to provide a complete and serviceable project, designated as: Main 106R Drainage Area Sanitary Sewer System � Rehabilitation and Improvements (Group 4, Contract 2) Part 8- Section A: Sewer Replacerrient & Section B: Water Replacement � Sewer Project No. PS46-070460410150 Water Project No. PW53-060530175050 D.O.E. Project No. '1735 � � lJ 1� � L�!' Pursuant to the foregoing "Notice to Bidders", the undersigned bidder has thoroughly examined the contract documents, including plans, special contract documents, the general contract documents, and general specifications for Water Department Projects, and the site of the project, understands the amount of work to be done, and hereby proposes to do all the work, furnish all labor, equipment and materials necessary to complete all the work as provided in the plans and specifications, and subject to inspection and approval of the Engineering Department Director of the City of Fort Worth, Texas. The contractor must be pre-qualified in accordance with the Water Department of the City of Fort Worth requirements. Upon acceptance of this proposaf by the City Council, the bidder is bound to execute a contract and furnish an approved Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, approved by the City of Fort Worth for the performing and completing of said work within the time stated and for the following sums, to wit: PART 8 (Sections A & B) PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM C�UANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID QSec#ion A: Sewer Replacement 1. 2,615 LF 24-inch PVC sanitary sewer pipe*, (All depths) Lvr./ Q �� ,, ti�� S�V�NTy � � R �T" Dollars & �6 • I�o Cents $ '� • " $ � L�i per linear foot. *Contractor must complete City Approved Product and Method Form on Page B-14. �� v�,J l 98, `I �D. °o ��'�� LJ � � � � � � I� � � � � � � � � � � � � PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 2. 840 LF 24-inch DIP sanitary sewer pipe*, (All depths) �'j/�/�fy Dollars & � Cents $ /Q.�� $ %Jr.lDd�� i per linear foot. 3. 136 LF 24-inch BOTC DIP sanitary sewer pipe hod2 /�uit►d�Et1 h��t�F�( Doilars & No Cents $ ��. �� $ S�i� �%7� � per linear foot. 4. 484 LF 8-inch PVC sanitary sewer pipe*, (All depths) TiriR ry N �vE Dollars & �t/o Cents $ 39 . O° per linear foot. 5. 50 LF 8-inch DIP sanitary sewer pipe*, (All depths} foRTy FivE Dollars & � /✓o Cents $ y,S o0 per linear foot. 6. 10 LF 6-inch PVC sanitary sewer pipe*, (All depths) TH/RTy Ei�NT Dollars & � /1�o Cents $ 3� O° per linear foot. 7. 17 LF 6-inch DIP sanitary sewer pipe*, (All depths) FoRT � FovR Dollars & �t% Cents � ��, o0 per linear foot. �Contractor must complete City Approved Product and Method Form on Page B-14. B-2 �� 8%l0 0 0 � v� � � r/-�sc�. o0 � z�Zsp.00 $ 3�0, oO $ �c� �, o0 a a I.! � � � � � � � � � � � � � � � � PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 8. 4,503 LF Pre-construction TV inspection of sanitary sewer line. Two Dollars & No Cents $ Z.�—" $ 9�00lo.°O per linear foot. . 9. 4,143 LF Post-construction N inspection of sanitary sewer line. Twd Dollars & No Cents $ Z. • "—" � � Z4��. o0 per linear foot. 10. 0.5 TN DIP Fittings for sewer NDRE� %Wo %NDUSANO Foc)R �v Dollars & Nn Cents $ Z,�i00,o° $ I�ZOU,Od per each. 11. 13 EA 4-inch sanitary sewer service tap THREE Hv�DRE� Dollars & No Cents $ 30�.°° $ 3,q00,00 , per each. 12. 5 EA 6-inch sanitary sewer service tap Ti.'REE fid.�ORED FiF'ry Dollars & Na � Cents $ 350.�-° $ l��750, °O per each. 13. 133 LF 4-inch sanitary sewer service lines* Tw��v ey FouR Dollars & � No Cents $ Z`� °O . per linear foot. *Contractor must complete City Approved Product and Method Form on Page B-14. B-3 � 3, i9 Z. ° � � I� � � � �� I` �� PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID 14. 55 LF 6-inch sanitary sewer service lines* TwE.vr� FivE Dollars & � �1/o Cents $ Z.S. �--° � J f375, o0 per linear foot. 15. 10 EA .Standard 5-foot diameter SSMH (to 6-foot depth) rw�^�ry S+x Nu�1ARED Fi�T'y Dollars & � No Cents $ Z�50,O° $ Z(R+,$00,=0 per each. 16. 47 VF 5-foot diameter extra depth SSMH OuE H��cREu Tt-/iRr'v Dollars & No � Cents $ 130.°c � (o,llp.00 per vertical foot. 17. 3 EA Standard 5-foot diameter drop SSMH (to 6-foot depth) FiFTv Fi�E I�%v.�►OREO Dollars & � �1% Cents $ S 50D.°O $ I%, 500.�-° . per each. 18. 17 VF 4-foot diameter extra depth drop SSMH 0�� Fi�N��teo 7H�Rry Dollars & � No � Cents � �30, �° $ Z,Z, �Q, o0 per vertical foot. 19. 2 EA Standard 4-foot diameter SSMH (to 6-foot depth) Ei9HrEE.� NvNCRco FiFry Dollars & � No � Cents $(��5�, oo $ 3 700, o0 per each. *Contractor must complete City Approved Product and Method Form on Page B-14. B-4 � a � � � � � � � � � � � � � � � � a PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE 20. 7 VF 4-foot diameter extra depth SSMH Ni�vTv fi vE' Dollars & � No Cents � 95. =° per vertical foot. 21. 35 VF 5-foot diameter SSMH corrosion resistant coating %r�o Ht�NDREO Dollars & No Cents � Z00, o0 per vertical foot. TOTAL AMOUNT BID � l��S, � $ 7� OD�, o0 22. 9 VF 4-foot diameter SSMH corrosion resistant coating �i,�E }) wvoReo Fi�Ty Dollars & No � Cents � I S0, °O � i 350, o0 per vertical foot. 23. 2 EA Watertight manhole insert for SSMH ?�wE.ury Dollars & � Cents $ ZO "—o . per each. 24. 12 EA Watertight stainless steel manhole insert for SSMH %wo Nv.v,�R�p Dollars & No Cents $ Z�O. °O per each. 25. 15 EA Concrete collars for SSMH TiVREE /�u.vOREO tio per each. B-5 Dollars & Cents $ 300, o0 $ �,/D, °Q $ Z�y ��. o0 $ y, 500. °° � � � � � Q � � � � � � � � � � � � � PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE 26. 15 EA Vacuum test SSMH TOTAL AMOUNT BID Two f��•vARE� Dollars & No Cents $ 200� °O $ 3�40�, � -° per each. 27. 7 EA Abandon existing sanitary sewer manholes TH/RTEE.�/ /7UNDRE� Dollars & /Uo Cents � �300, °.-° � 9� 100.1 per each. 28. 6 EA Remove existing sanitary sewer manholes T/s'/RTEEN �'%/�vDRED Dollars & �� Cents $ /,30�.c° $ 7 �5��, o0 per each. 29. 2,059 LF Permanent asphalt pavement repair per Fig. 4 00 -a,e.fy , ~,� ; y F vE Dollars & �i5. °O 9z� �� ' � ' o /i/o Cents $ ��' $ , . per linear foot. 30. 10 SY Concrete driveway replacement. fiF'Ty Dollars & , No Cents $ �4. ='° $ 500, =" per square yard. 31. 767 LF Concrete curb and gutter replacement �"w��vTy Dollars & /Vv Cents $ Z0. °O $ 15,3`f0, o0 . per square yard. : . � � � � � � � � � � � a � � � � � � � PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE 32 33. 34. 35 � 97 CY Rock Rip Rap TH/RTy Fi✓E Dollars & � /I/o Cents � 35 00 per cubic yard. 179 SY Concrete grout for Rock Rip Rap �z Ti��Rry Doliars & - o0 No Cents $ 30. — per square yard. 179 SY Rock Rip Rap Filter Fabric Two Dollars & o Cents $ • 00 per square yard. 320 SY 4-inch topsoil. dNc Dollars � So FiFry Cents $ • — per square yard. � 70 LF Solid sod replacement �i,ETE'EN Dollars 00 No Cents � � . -- per linear foot. 37. 2,090 LF Hydromulch seeding. Two �Vo per linear foot. B-� Dollars � Cents $ Z�—' TOTAL AMOUNT BID � 3,39 S. ° -° � 5,3�0.� $ 35�. � � 5��50. o0 $ � D /O, o 0 � $ �%/�0. os r� � I� � � � �� PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE 38. 4128 LF Trench safety system for trenches (depth >5'). TEN Dollars /t/o Cents $ �. o+ per linear foot. 39. 156 LF Concrete encasement of 24-inch sanitary sewer. �i�zTy Dollars . /ilo Cents $ 30. =� per linear foot. PART 8- SECTION A-(SEWER IMPROVEMENTS) B_g TOTAL AMOUNT BID � y/, z�o, o0 � � G�O, �-° ��t-tl 1�� 90�.� � ao � � SUBTOTAL $ , . —" � � � � � � � � Q � � � � � Q � D 0 � PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID Section B: Water Repfacement 1. 2,243 LF 8-inch PVC DR-14 water line (includes removal or abandoning of existing water pipe) %wE�vey FouR Dollars & � /110 Cents � Zy. � ." � 53,$3Z. �o per linear foot. 2. 50 LF 8-inch water line adjustment (include DIP fittings, thrust blocking, and tie down blocks). FFry Dollars & �/1% Cents $ �d. °° $ Z� 5��. � per linear foot. 3. 1 LS Furnish and lay two inch (2") pipe and fittings for temporary service water line for `V� entire project. �� •�� TNvvs�ND Dollars & � il% Cents per lump sum. �y� L V�,�/ /D 000.°O lO�OOp,�o $ �� $ �$;�°a 4. 6 EA 8-inch gate valve with cast iron box and lid. F. vE /�tItiDRE'D Dollars & �(% Cents $ �40. °O $ 3,00�. �o . per each. 5. 2 EA 6-inch gate valve with cast iron box and lid. %yREE ,l7�JNORED fiFr,i Dollars & /(/o � Cents $ 3'Sd. � $ 700. ° -° per each. �: . � � � � � � a � � � � � a � Q � D D � PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE 6. 2 EA Standard Fire Hydrant; 3' 6" bury. Fo��TE��+ fi�uNOReo F�Fry Dollars & . �t% Cents $ I,��D.'—° per each. TOTAL AMOUNT BID $ Z, 1 � V, oC 7. 5 LF Barrel extension for fire hydrant over 3'6" bury. �u�e i��OREO Dollars & /t/o Cents � �%D.Od � Z, 0�0. = per linear foot. 8. 11 EA One inch service taps to main. UNE �iuNOREO Dollars & it/o Cents $ /QQ, °o $ l,100. °--° per each. 9. 145 LF One inch copper service from main to meter including setting meter box. SEVE� r'E'E'.v Dollars & /1%a Cents $/7, o° $ ZJ c.{(,5, o0 per linear foot. 10. 11 EA Class "A" meter boX. O.VE yd.vDREA �o Dollars & Cents $ /��, O° $ ( ��. o0 per each. 11. 2.19 TN DIP fittings for water %✓ENTv 7HREE ��OREO Dollars & . it% Cents $Z,30�.°—° � �037• �� per ton. B _ 1� � O fl � � a � � � � U � � � � a � � � PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE 12. 760 LF Permanent asphalt pavement repair per Fig. 4 TwE.�ry Doliars & /i/o Cents $ Z0, 00 per linear foot. 13. 56 CY Rock rip-rap �iier,. Fi�E � �o 14. 15. �L 17 per cubic yard. 167 SY Filter fabric for rock rip-rap T�o ND per square yard. 167 SY Concrete grout for rock rip-rap 7H�Rry �I% per square yard. 50 SY 4-inch topsoil. ONE �i,�'T'v / per square yard. 50 LF Solid sod replacement %�E.V /i�o per linear foot. 18. 1,000 LF Hydromulch seeding. �NE FiFry i per linear foot. B-11 Dollars 00 Cents $ 3 . — Dollars & Cents $ Z • �o Dollars & Cents $ 3�. � Dollars Cents $ �, So Dollars Cents $ ��• o' � Dollars Cents $ � s� TOTA L AMOUNT BID � 15, Zoo, �° $1,� � o. °°- $ 33�.�� $ �0lO.00 � 7.� o-° $ SD0 00 $ �,sO�.00 � � � � � �� ! � D � � � � � � PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE 19. 150 LF Concrete encasement of 8-inch water line. fFTEE.V Dollars eo /l% Cents $ � . '-- per linear foot PART 8 SECTION B SUB-TOTAL (WATER IMPROVEMENTS) PART 8 SECTION A SUB-TOTAL (SEWER IMPROVEMENTS) (From page B-8) TOTAL AMOUNT BID - PART 8(SECTION A and SECTION B) B_12 TOTAL AMOUNT BID $ Z,Z�O, o0 //1, �f�.3.u� �v�.ti/L�rn/ $ -I��i �. � . �° G �/, 90�� $ -- �✓.�j�'�r:`z6l� .�� t1�in en Lli�.✓ $ -T�r��. o° � DO Lv� � �s 3, 3�9 .� D � � � � � � � � a � � �� I � �) � � �� PART 8 (CONT'D) LIST OF DUCTILE IRON FtTTINGS TO BE SUBMITTED WITH BID No. of fittings Size of fittings Type of fitting 4 2 2 2 3 2 4 4 8„ X 8,> 8,� x $„ 8"x6" 8" x 6" 8„ 8„ $„ 8,� Cross Tee Tee Reducer 90� Bend 45� Bend 11'/4� Bend Sleeve Weight per each fitting including accessories fitting 407 Ib. 314 Ib. 291 Ib. 181 Ib. 211 (b. 1961b. 196 Ib. 145 Ib. Total B-13 Totai Weight/Tons 0.20 0.31 0.30 0.18 0.32 0.20 0.39 029 2.19 � L�J L!' l�J l�J � � LiJ � u L�J 1�I L*�J � PART 8 (CONT'D) CITY APPROVED PRODUCTS FOR * * CITY APPROVED PRODUCTS LIST Standard Spec. No. Ml E1-31 E1-25 E1-27 E1-28 E100-2 Size 4" thru 30" 4" thru 15" 4" thru 15" 18" thru 27" 18"thru 48" Consult the "City of Fort Worth, Texas Standard Product List to obtain the Generic/Trade Name and the Manufacturer for the pipes listed above. Failure to provide the information required above may result in rejection of bid as non-responsive. Only products listed above will be allowed for use in this project. Any substitution shall result in rejection of bid as non-responsive. It is understood and agreed by the undersigned that the Owner reserves the unrestricted privilege to reject any or all of the foregoing unit prices which it may consider excessive or unreasonable, or to accept any or all of them as unit prices applicable in the event additions to or deduction from the work to be pertormed on this project are ordered by the Owner. Rejection at any time of such unit prices for construction changes shall not otherwise affect the balance of the Bid of construction contract. Within ten (10) days after notification by the City, the undersigned will execute the formal contract and will deliver an approved Surety Bond and such other bonds as required by the Contract Documents, for the faithful pertormance of this Contract. The attached bid security in the amount of .S� O�' ��D is to become the property of the City of Fort Worth, Texas, in the event the contract and bond or bonds are not executed and delivered within the time above set forth as liquidated damages for the delay and additional work caused thereby. The undersigned bidder certified that he has obtained at least one set of the General Contract Documents and General Specifications for Water Department Projects dated January 1, 1978, and that he has read and thoroughly understands all the requirements and conditions of those General Documents, and the specific Contract Documents and appurtenant plans. The undersigned assures that its employees and applicants for employment and those of any labor � organization, subcontractors, or employment agency in either furnishing or referring employee applicants to the undersigned are not discriminated against as prohibited by the terms of City Ordinance No. 7278 as amended by the City Ordinance No. 7400. � LJ � The Bidder agrees to begin construction within 10 calendar days after issue of the work order, and to complete the contract within 150 calendar days after beginning construction as set forth in the written work order to be furnished by the Owner. B-14 LiJ � �� 1 ' � � �� tl �� 'I �' PART 8 (CONT'D) A.The principal piace of business of our company is in the State of /y%//r/N . Non-resident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by state law. A copy of the statute is attached. Non-resident bidders in the State of ��N�t/. , our principal place of business, are not required to underbid resident bidders. B.The principal place of business of our company or our parent company or majority owner is in the State of Texas. Receipt is acknowledged of the following addenda: Addendum No. 1 (Initials) . Addendum No. 2 (Initials) Addendum No. 3 (Initials) Respectfully submitted, By: Title: Address: Telephone: s. .1: l.o �; s�,�s-� l�c . �� v ' !�/C� -- � �S/�E�v � .�D. ,�oX �02 38� i9,2c�NGT �/ �XAS %�Gld .lp (�r71 � �a - 77?�' � (SEAL) If Bidder is Corporation Date: _�9 B-15 � � � 1 �� 1 � ' �� 0 ,, . . t PART C GENERAL GONDITIONS .* r , 0 0 � � � �� r � !'^ L � PART C - GENERAL TABLE OF CONTENTS NOVEMBER, I, 1987 TABLE OF CONTENTS C1-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-Z.6 C1-1.7 C1-1.8 CL-1.9 CI-1.10 C1-1.11 C1-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 C1-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINZTIONS 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 ZNTERPRETATION AND PREPARATIOI�I 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 (1) CONDITIONS C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-I C1-1 Cl-1 C1-1 C1-1 C1-1 C1-i Cl-1 C1-1 C1-I C1-1 C1-1 Cl-1 CI-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 (I) (I) (2) (2) (2> (2l (2) (2l (2) (3} (3) (3) (3) (3) t3) (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 t3) C2-2 (3) � r� � C2-2.7 Delivery of Proposal C2-2.8 Withdrawing Proposals C2-2.9 Telegraphic Madification of Proposals C2-2.10 Public Opening of Proposal C2-2.11 Irregular Proposals C2-2.12 Disqualification of Bidders C3-3 C3-3.1 C3-3.2 C3-3.3 C3-3.4 C3-3.5 C3-3.6 C3-3.7 C3-3.8 C3-3.9 C3-3.10 C3-3.11 C3-3.12 C3-3.13 C3-3.14 C3-3 .15 AWARD AND EXECUTION OF 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 WORR C4-4.1 Intent of Contract Documents C4-4.2 Special Provisions C4-4.3 Increased or Decreased Quantities C4-4.4 Alteration of Contract Documents C4-4.5 Extra Work C4-4.6 Schedule of Operations C4-4.7 Progress Schedules for Water and Sewer Plant Facilities C5-5 CONTROL OF WORR AND MATERIALS CS-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 CS-5.7 Construction Stakes CS-5.8 Authority and Duties of Inspectors CS-5.9 Inspection CS-5.10 Removal of Defective and Unauthorized C5-S.11 Substitute Materials or Equipment CS-5.12 Samples and Tests of Materials CS-5.13 Storage of Materials CS-5.14 Existing Structures and Utilities CS-5.15 Interruption of Service � C5-5.16 Mutual Responsibility of Contractors C5-5.17 Cleanup CS-5.18 Final Inspection C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 t4) C2-2 (5) C3-3 tl) 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) (2l (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) CS-5 CS-5 CS-5 CS-5 CS-S C5-5 CS-5 CS-5 C5-5 Work CS-5 CS-5 CS-S C5-5 CS-5 CS-5 CS-5 C5-S CS-5 (1) (1) (2) (2) (3) (3) t3) (4) (S) (5) (5) (6) (6) (7) (7) (8) (8) (9) � .i u � �a", L � � � - � ` �, (2) L C6-6 C6-6.1 C6-6.2 C6-6.3 C5-6.4 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 r� 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.Z7 C8-8 C8-8.1 CS-8.2 � � LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented Devices, Materials and Processes Sanitary Provisions Public Safety and Convenience Privileges of Contractor in Streets, Alleys, and Right-of-Way Railway Crossings Barricades, warnings and Watchmen Use of Explosives, Drop Weight, etc. Work Within Easements Independent Contractor Contractor's Responsibility for Damage Claims Contractor's Claim for•Damages Adjustment of Relocation of Pnblic Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished by City Use of a Section of Portion of the Work Contractor's Responsibility for Work No Waiver of Legal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work Limitations of Operations Character of Workman and Equipment Wark Schedule Time of Commencement and Completion Extension of time of Completion Delays Time of Completion Suspension bl Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment of the Work and Annulment of Contract Fulfillment of Contract Termination for Convenience of the Onwer Safety Methods and Practices MEASUREMENT AND PAYMENT Measurement of Quantities Unit Prices (3) C6-6 (1) C5-6 (1) C6-6 (1) C6-6 (2) C6-6 (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 (I1) (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 t 7 ) C7-7 (7) C7-7 (9? C7-7 (10 ) C7-7 (13) C8-8 (1) C8-8 (1) 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.I.2 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 ca—s cl� C8-8 tIl C8-8 t2) C8-8 (3? CS-8 t3) C8-8 t3) C8-8 t4) C8-S (4) C8-8 ( 5 ) C8-8 (5} CS-8 (5) � (4) L� � � PART C - GENERAL CONDITIONS C1-1 DEFINITIONS SECTION C1-1 DEFINITZONS C1-1.1 DEFINITZONS OF TERMS: Whenever in these Contract � Documents the following terms or pronouns in place of th em 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, s uch as specifications, bonds, addenda, plans, etc., which govern the terms and performance of the contract. These are contained in the � General Contract Documents and the Special Contract Documents. a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern all Water Department Projects and include the following items: PART A- NOTICE TO BZDDERS (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 Green E1-White E2-Golden Rod E2A-White Blue White White b. SPECIAL CONTRACT DOCUMENTS: The Special Contract Documents are prepared for each specific project as a supplement to the General Contract Documents and include the following items: PART A- NOTICE TO BIDDERS (Advertisement) Same as above PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIONS PART D - SPECIAL CONDITIONS PA.RT E - SPECIFICATIONS PERMITS/EASEMENTS PART F - BONDS PART G - CONTRACT PART H- PLANS (Usually bound separately) Cl-1 (1) � C1-1.3 NOTICE TO BIDDERS: All of the legal publications either actually published in public advertising mediums or furnished direct to interested parties pertaining to the work contemplated under the Contract Documents c onstitutes the notice to bidders. C1-1.4 PROPOSAL: The completed written and signed offer or tender of a bidder to perform the work which the Owner desires to have done, together with the bid security, constitutes the Proposal, which becomes binding upon the Bidder when it is officially received by the Owner, has been publicly opened and read an� not rejected by the Owner. CI-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized representative, submitting a proposal for performing the work contemplated under the Contract Documents, constitutes a bidder. , C1-1.6 GENERAL CONDITIONS: 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 requirements of the City of Fort Worth's charter and promulgated ordinances. Wherever Conditions precedence there may be a conflict between the General and Special Conditions, the latter shall take and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project covered by the Contract Documents and not specifically covered in the General Conditions. When considered with the General Conditions and other elements of the Contract Documents they provide the information which the Contractor and Owner should have in order to gain a thorough knowledge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part of the Contract Documents which sets forth in detail the requirements which must be met by all materials, construction, workmanship, equipment and services in order to render a completed and useful project. Whenever reference is made to standard specifications, regulations, requirements, statutes, etc., such referred to documents shall become a part of the Contract Documents just as though they were embodied therein. C1-1.9 BOND: The bond or bonds are the written guarantee or security furnished by the Contractor for the prompt and C1-1 (2> � � faithful erforman P ce of the contract and include the _ following: a. Performance Bond (see paragraph C3-3.7) b• Payment Bond (see paragraph C3-3.7) �- Maintenance Bond (see paragraph C3-3.7) d- Proposal or Bid Security (see Special Instructions to Bidders, Part A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual unders tanding of the two contracting parties about the project to be completed under the Contract Documents. C1-l.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-s ections, 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.I3 CITY COONCIL: The c3uly elected and qualified �,,; governing body of the City of Fort Worth, Texas. � Cl-1.I4 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 C ITY ATTORNEY: The officially appointed City Attorney � of the City of Fort Worth, Texas, or his duly authorized representative. � Cl-1 (3) L� � C1-1.17 DIRECTOR OF PUBLIC WORRS: 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 DZRECTORL CITY WATER DEPARTMENT: The duly appointed Director of the City Water Department of the City of Fort WQrth, Texas, or his duly authorized representative, assistant, or agents. C1-1.19 ENGINEER: The Director of Public Works, the Director of the Fort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the particul ar 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 4� 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 f or the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulf illment of the Contract and f or any and aIl 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 incidentals necessary to produce a completed and serviceable project. C1-1.23 WORRING 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 seven (7) hours between 7:00 a.m, and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of.the week or month, no days being excepted. C1-1.25 LEGAL HOZIDAYS: Legal holidays shall be prescribed by the City Council of the City of Fort observance by City employees as follows: � � � I� � observed as � Worth for _ � Cl-1 (4> ' � �� l. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. King, Jr. Birthday Memorial Day Independence Day Labor Day Thanksgiving Day Thanksgiving Friday Christmas Day Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last Monday in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in November December 25 When one of the above named holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall be observed on the preceding Friday or if it falls on Sunday, it shall be observed on the following Monda y, by those employees working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, the intent and meaning shall be as follows: AASHTO - American Association of MGD - Million Gallons Per State Highway Transportation Day Officials 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 0 D - 0 t' Asph. � Ave. Blvd. CI �" CL GI Lin. lb. MH `"` Max . ' � - As�halt - Avenue - Boulevard - Cast Iron - Center Line - Galvanized Iron - Linear or Lineal - Pound - Manhole - Maximum C1-1 (5) . u side Diameter Elev.- Elevation F - Fahrenheit C - Centigrade In. - Inch Ft. - Foot St. - Street CY - Cubic Yard Yd. - Yard SY - Sguare Yard L.F. - Linear Foot D.I. - Ductile Iron LJ� � ,� C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement between the Owner and the Contractor 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. All "Change Orders" shall be prepared by the City from information as necessary furnished by the Contractor. C1-1.28 PAVED STREETS AND ALLEYS: A paved street or alley shall be defined as a street or alley having one of the following types of wearing surfaces aQplied over the natural unimproved surface: 1. 2. 3. 4. 5. Any type of asphaltic concrete with or without separate base material. Any type of asphalt surface treatment, not including an oiled surface, with or without separate base material. Brick, with or without separate base materiaZ. Concrete, with or without separate base material. Any combination of the above. C1-i.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') f eet back of exists. � � � � � � . � � � The roadway is defined as the area between (2') feet back of the curb lines or four � the average edge of pavement where no curb C1-1.32 GRAVEL STREET: A gravel street is any unpaved street to which has been added one or more applications of g ravel or similar material other than the natural material found on the street surface before any improvement was made. �� ir _ � C1-1 (6) _ � r � � SECTION C - GENERAL CONDITIONS C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL �'" . C2-2.1 PROPOSAL FORM: The Owner will furnish bidders with proposal.form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon � which bid prices are requested. The Proposal form will state the Bidder's general understandinq of the project to be completed, provide a space for furnishing the amount of bid � security, and state the basis for entering into a formal contract. The Owner will furnish forms for the Bidder's "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be properly executed and filed with the Director of the City Water Department one week prior 1 to the haur for openinq 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 p repared 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. .� Fo r 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. Th e 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 �e li,sted in the proposal C2-2(1) ' forms or other parts of the Contract Documents will be considered as approximate only and will be used for the purpose of comparing bids on a uniform basis. Payment will be made to the Contractor for only the actua2 quantities of work performed or materials f urnished in strict accordance with the Contract Documents and Plans. The quantities of work to be performed and material.s to be furnished may be increased or� decreased as hereinafter provided, without in any way invalida.ting the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advised that the Contract Documents on file with the Owner shall constitute all of the information which the Owner will furnish. All additional information and data which the owner will supply after promulgation of the formal contract documents shall be issued in the form of written addenda and shall become part of the Contract Documents just as though such addenda were actually written into the original Contract Documents. Bidders are required, prior to the filing of proposal, to read and become familiar with the Contract Documents, to vis �t the site of the project and examine carefully a11 local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be necessary to gain a complete knowledge of 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 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 Documents and officially promulgated addenda thereto, shall be binding upon the Owner. Bidders shall rely exclusively and solely upon their own estimates, investigation, research, tests, explorations, and other data which are necessary for full and complete information upon which the proposal is to be based. It is mutually agreed that the submission of a proposal is prima-facie evidence that the bidder has 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) .� ., i�. Owner nor the Engineer guarantee that the data shown is � representative of conditions which actually exist. � C2-2.4 SUBMITTING OF PROPOSAL: The Bidder shall submit his Proposal on the form furnished by the Owner. All blank spaces �,,, applicable to the project contained in the form shall be correctly filled in and the Bidder shall state the prices, � written in ink in both words and numerals, for which he proposes �to do the work contemplated or furnishe the materials required. All such prices shall be written legibly. In case w.. 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 �+i authorized. Zf a proposal is submitted by a company or corporation, the company or corporate name and business '" address :nus t be given, and the proposal siqned 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 wards or figures, additions not called for, conditional or uncalled for alternate bids, incomplete bids, erasures, or irregularities of any kind, or 4'� 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 BI D SECURITY: No proposal will be considered unless it is accompanied by a"Proposal Security" of the character and in the amount indicated in the "Notice to Bidders" and the � "Proposal." The Bid Security is required by the Owner as evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidder will �"" within the required time execute a formal contract and furnish , the required performance and other bonds. The bid security of the three lowest bidders will be retained until the contract is awarded or other disposition is made thereof. The bid � security of all other bidders may be returned promptly after the canvass of bids. � � � C2-2(3) ' C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, a�ccompanied by its proper Bid Security, to the City Manager or his representative in the official pZace 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 proper place. The mere fact that a proposal was dispatched will not be considered. The Bidder must have the proposal actually delivered. Each proposal�shall be in a sealed envelope plainly marked with the word "PROPOSAL," and the name or description of the project as designated in the "Notice to Bidders." The envelope shall be addressed to the City Manager, City Hall, Fort Worth, Texas. C2-2.8 WZTHDRAWING PROPOSALS: Proposals actually filed with the City Manager cannot be withdrawn prior to the time set for opening proposals. A request for non-consideration of a progosal 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 ma , at the option of the Owner, be returned unopened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication at any time prior to the time set for opening proposals, provided such telegraphic communication is received by the City Manager prior to the said proposal opening time, and 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 opening time, no further consideration will be given to the proposal. C2-2.10 PDBLIC 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 authozized representative at the time and place indicated in the "Notice to Bidders." All proposals which have been opened and read will remain on file with the Owner until the contract has been awarded. Bidders 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 "Zrregular" if they show any omissions, alterations of form, additions, or conditions not called for, unauthorized alternate bids, or irregularities of any kind. However, the C2-2(4) � � Owner reserves the right to waive any and all irregularities and to make the award of the contract to the best interest of � the City. Tendering a proposal after the closing hour is an irregularity which cannot be waived. C2-2.12 DISQUALZFICATION OF BZDDERS: Bidders may be �` disqualified and their proposals not considered f or any of, ,...� but not limited to, the following reason: ^ a. Reasons for believing that collusion exists among ik,,, bidders. b. Reasonable grounds for believing that any bidder is interested in more than one p�roposal for work � contemplated. c. The bidder being interested in any litigation against the Owner or where the Owner may have a � claim against or be engaged in litigation against r the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. �,,; e. The bidder having performed a prior contract in an unsatisfactory manner. � f. Lack of competency as revealed by the financial statement, experience record, equipment schedule, and such inquiries as the Owner may see fit to make. � g. Uncompleted work which, in the judgment of the Owner, will prevent or hinder the prompt completion of additional work if awarded. h. The 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" - Special Instructions. 2. A current experience record showing especially the projects of a nature similar to the one under consideration, which have been successfully completed by the Bidder. 3. An equipment schedule showing the equipment the bidder has available for use on the project. R� �� The Bid Proposal of a bidder who, in the judgment of the Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. C2-2(5) L LJ L! � PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTZON 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 tabul ated 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. i� The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum � items and such other quoted amounts as may enter into the cost ; of the completed project will be considered as the amount of the bid. Unti 1 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 BUSZNESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCEi Contractor agrees to provide to Owner, upon request, complete and accurate information regarding � actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned Business Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, � upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession - of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature will be grounds for termination of the contract and for �, initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; � further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (6) months, fi - C3-3.3 EQUAL EMPLOYMENT PROVISZONS; The Contractor sha11 comply with Current City Ordinance prohibiting discrimination in employment practices. � L "9 C3-3 (1) �J � The Contractor shall post the required notice to that effect on the project site, and, at his request, will be provided assistance by the City of Fort Worth's Equal Employment Officer who will refer any qualified applicant he may have on file in his office to the Contractor. Appropriate notices may be acquired from the Equal Employment Officer. 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 for a reasonable time, not to exceed forty-five (�5) days after the date of opening proposals, and in no event will an award be made until af ter investigations have been made as to the responsibility of the proposed awardee. The award of 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 f or 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 unti� the required contract has been executed and bond furnished or the Owner has otherwise di�posed 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 not less th an 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the full and faithful execution of the work and performance of the contract, and for the protection of the Owner and all other persons against damage by reason of negligence of the Contractor, or improper execution of the work or the use of inferior material�. This performance C3-3 (2) � � � � � � � �� _ .� _ � � � � � bond shali guarantee the payment for all labor, materials, equipment, suppiies, and services used in the construction of the work, and shall remain in full force and effect until provisions as above � stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A qood and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, full and faithful performance of the general guaranty which is set forth in paragraph C8-8.20. r � � c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwise, guaranteeing the prompt, f ull and f aithful payment of a1Z claimants as defined in Article 5160, Revised Civil Statutes �of Texas, 1925, as amended by House Biil 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the Iatest 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 alI payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. � � No sureties will be accepted by the Owner which are at the time in default or delinquent on any bonds or which are in terested in any litig�tion against the owner. All bonds shall be made on the forms furnished by the Owner and shall be executed by an approved surety company doing business in the City of Fort Worth, Texas, and which is acceptable to the owner. In order to be acceptable, the name of the surety shall be included on the current U.S. Treasury list of acceptable sureties, and the amount of bond written by any one acceptable company shall not exceed the amount shown on the Treasury list for that company. Each bond shall be properly executed by both the Contractor and Surety Company. Should any surety on the contract be determined unsatisfactory at any time by the Owner, notice will be given the Contractor to that eff ect and the Contractor shall immediately provide a C3-3 (3? � 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 C ontract Documents. No contract shall be binding upon the owner until it has been attested by the City Secretary, approved as to form and legality by the City Attorney, and 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 beizg impracticable and difficult to accurately determine the amount of damages occuring to the O wner by reaso� 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 wili suff er by reason of such f ailure 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 sa by the Owner. Should the Contractor fail to commence work at the site of the project within the time stipulated in the written authorization usually termed the "Work Order" or "Proceed Order", it is agreed that the Surety Company will, within ten (10) days after the commencement date set forth in such written authorization, comraence the physical execution of the contract. 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 prime,Contractor shall be responsible for delivering to the Owner the sub-contractors' C3-3 (4? � �, certificate of insurance for approval. The prime contractor shall indicate on the certificate of insurance included in the � documents for execution whether or not his insurance covers sub-contractors. It is the intention of the 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 Insurance on all of his �.. employees to be engaged in work on the project under this contract, and f or all sub-contractors. � In case any class of employees engaged in hazardous work on the project under this contract is not protected under the Workers' Compensation Statute, � the Contractor shall provide adequate empZoyer's general liability insurance for the protection of " such of his employees not so protected. b. C�MPREHENSIVE 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 $500,000 covering each occurrence on account of bodily injury, including � death, and in an amount not less than $500,000 covering each occurrence on account of property �,,, damage with $2,000,000 umbrella policy coverage. � c. ADDITIONAL LIABILITY: The Contractor sha11 furnish insurance as separate policies or by �" additional endorsement to one of the . above-mentioned poZicies, and in the amount as se t f orth for public liability and property damage, the following insurance: - �.. 1. Contingent Liability (covers General Contractor's Liability for acts of sub-contractors). rp� 2. Blasting, prior to any blasting being done. �'" 3. Collapse of buildings or structures adjacent to excavation (if excavations are to be performed ad�acent to same). 4. Damage to underground utilities for $500,000. C3-3 (5) #�i :_J 5. Builder's risk (where above-qround structures are involved). 6, Contractual Liability (covers all indemnification requirements of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The Contractor shall procure and maintain, - during the life of this Contract, Comprehensive Automobile Liability insurance in an amount not less than $250,000 for injuries including accidental death to any one person and subject to the same limit for each person an amount not less than $500,000 on account of one accident, and automobile property damage insurance in an amount not less than $100,000. � e. SCOPE OF ZNSURANCE AND SPECZAL HAZARD: The � insurance required under the above paragzaphs shall � provide adequate protection for the Contractor and his sub-contractors, respectively, against damage claims which may arise from operations under this � contract, whether such operations be by the insured or by anyone directly or indirectly employed by him, an3 also against any of the following special � hazards which may be encountered in the performance of the Contract. � f. PROOF OF CARRIAGE OF INSURANCE: The Contractor � shall furnish the Owner with satisfactory proof of coverage by insurance required in these Contract Documents in amounts and by carriers satisfactory � to the Owner. (Sample attached.) All insurance requirements made upon the Contractor shall apply to the sub-contractor, should the Prime Contractor's insurance not cover the � sub-contractor's work operations. g. LOCAL AGENT FOR INSURANCE AND BONDING: The � insurance and bonding companies with whom the Contractor's insurance and performance, payment, 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 _ � w. C3-3 (6) .; � � � City of Fort Worth, Tarrant County, Texas. Ea ch such agent shall be a duly qualified, one upon whom � service of process may be had, and must have authority and power to act on behalf of the insurance and/or bonding company to negotiate and �- settle with the City of Fort Worth, or any other claimant, any claims that the City of Fort Worth or ' other claimant or any property owner who has been _ . damaged, may have against the Contractor, insurance, and/or bonding company. If the local +�° in surance 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 ar ea. The name of the agent or agents shall be set forth on all of such bonds and certificates of � insurance. C3-3.12 CONTRACTOR`S OBLIGATIONS: Under the Contract, the Contractor shall pay for all materials, labor and services when due. � C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll covering payment of wages to all person engaged in work on the project at the site of the project shall be furnished to the � Owner's representative within seven (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 �shal2 be kep t posted in a conspicuous place at the site of the ' project at all times during the course of the Contract. Copies of the wage rates will be furnished the Contractor, by the Owner; however, posting and protection of the wage rates �"' shall be the responsibility of the Contractor. C3-3.14 CONTRACTOR'S CONTRACT ADMINISTRATION: Any Contractor, whether a person, persons, partnership, company, firm, � association, corporation or other who is approved to do business with and•enters into a contract with the City for construction of water and/or sanitary sewer facilities, will have or shall establish a fully operational business office within the Fort Worth-Dallas metropolitan area. The Contractor shall charge, delegate, or assign this office (or r' he may delegate his Project Superintendent) with fu11 . authority to transact all business actions required in the performance of the Contract. This local authority shall be - made responsible to act for the Contractor in all matters �, pertaining to the work governed by the Contract whether it be administrative or otherwise and as such shall be empowered, thus delegated and directed, to settle a11 material, labor or �i other expenditures, all claims against t'he work or any other �: C3-3 (7) � � � matter associated such as maintaining adequate and appropriate insurance or security coverage for the project. Such local authority for administration of the work under the Contract shalZ be maintained until all business transactions executed as part of the Contract are complete. S hould the Contractor's principal base of operations be other than in the Fort Worth-Dallas metropolitan area, notification � of the Gontractor's assignment of local authority shall be � made in writinq to the Engineer in advance of any work on the project,�all appropriately signed and sealed, as applicable, by the Contractor'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 Contractor's administration, whether it be oriented in furthering the work, or other, be governed direct by local ,r�: authority. This same requirement is imposed on insurance and � surety coverage. Should the Contractor's 1oca1 representative f ail to perform to the satisfaction of Engineer, the Engineer, at his sole disctetion, may demand that such local � representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local authority , satisfactory to the Engineer is assigned. No credit of � � working time will be for periods in which work stoppages are in effect for this reason. C3-3.15 VENUE: Venue of any action hereinunder shall be , exclusively in Tarrant County, Texas. � L� � � � i __. � � C3-3 (8) �. r � � �" PART C - GENERAL CONDITIONS C4-4 SCOPE OF WORK SECTION C4-4 SCOPE OF WORR , C4-4.1 INTENT OF CONTRACT DOCIIMENTS: It is the definite intention of these Contract Documents to provide for a -� complete, useful project which the Contractor undertakes to construct or furnish, all in full compliance with the �"' requirements and intent of the Contract Documents. It is definitely understood that the Contractor shall do all work as � provided for in the Contract Documents, shall do all extra or special work as may be considered by the Owner as necessary to complete the project in a satisfactory and acceptable manner. The Contractor shall, unless otherwise specifically s tated in these Contract Documents, furnish all labor, tools, materials, machinery, equipment, special services, and incidentals �- necessary to the prosecution and completion of the project. C4-4.2 SPECIAL PROVISZONS: 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 Contract 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 f orm of Addenda. All such "Special Provisions" shall be considered to be a part of the Contract Documents just as though they were originally written iherein. 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 perf orm the i� work as altered, 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 increase 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 shall upon written request to the other party be entitled to a revised consideration upon that portion of the work above or below the 25 percent of the original quantity � stated in the proposal; such revised consideration to be � determined by special agreement or as hereinafter provided for "Extra Work." No allowance will be made for any changes in anticipated profits nor shall such changes be considered as �� C4-4 (1) ' waiving or invalidating any conditions or provisions of the Contract Documents_ Variations in quantities of sanitary sewer pipes in depth categories, shall be interpreted herein as applying to the overall quantities or sanitary sewer pipe in each pipe size, but not to the vaZious depth categories. C4-4.4 A�TERATION OF CONTRACT DOCOMENTS: By Change Order, the Owner reserves the right to make such changes in the Contract Documents and in the character or quantities of the work as may be necessary or desirable to insure completion in the most satisfactory manner, provided such changes do not materially alter the original Contract Documents or change the general nature of the project as a whole. Such changes shall not be considered as waiving or invalidating any condition or provision of the Contract Documents. C4-4.5 EXTRA WORK: Additional work made necessary by changes and alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents, shall be defined as "Extra Work" and shall be performed by the Contractor in accordance with these Contract Documents or approved 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 following methods: a. b. Unit bid price previously approved. An agreed lump sum. c. The ac tual reasonable cost of (1) laboz, (2) rental of equipment used on the extra work for the time so used at Associated General Contractors of America current equipment rental rates; (3) materials entering permanently into the project, and (4) actual cost of insurance, bonds, and social security as determined by the Owner, plus a fixed fee to be agreed upon but not to exceed 1Q$ of the actual cost of such extra work. The fixed fee is not to include any additional profit to the Contractor for rental of equipment owned by him and used for the extra work. The fee shall be f ull and complete compensation to cover the cost of superintendence, overhead, other profit, general and all other expense not included in (1), (2), (3), and (4) above. The Contractor shaZl keep accurate cost records on the form and in the method C4-4 ( 2 ) � � suggested by the Owner and shall give the Owner • access to all accounts, bills, vouchers, and r_ records relating to the Extra Work. `� No "Change Order" shall become effective until it has been ►'" approved and signed by each of the Contracting parties. , No claim for Extra Work of any kind will be allowed unless ordered in writing by the Owner. In case any orders or f instructions, either oral or written, appear to the Contractor � to involve Extra Work for which he should receive compensation, he sha1Z 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 f or written orders and shall keep an accurate account of the actual � reasonable cost thereof as provided under method (Item C). Claims for extra work will not be paid unless the Contractor � shall file his claim with the Owner within five (5> days before the time for making the first estimats after such work is done and unless the claim is supported by satisf actory vouchers and certified payrolls covering a1Z labor and � materials expended upon the said Extra Work. The Contractor shall furnish the Owner such installation records of all deviations from the original Contract Documents �, as may be necessary to enable the Owner to prepare for permanent record a corrected set of plans showing the actual r. installation. - ' The compensation agreed upon for 'extra work' whether or not iniitiated by a'change order' shall be a full, complete and final payment for all costs Contractor incurs as a result or �. relating to the change or extra work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, � ripple or impact cost, or any other effect on changed or unchanged work as a result or the change or extra 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 thereof, a"Schedule of Operations," showing by a straight line method the date of � commencing and finishing each of the major elements of the contract. There shall be also shown the estimated monthly � cost of work for which estimates are t,o be expected. There � C4-4 (3) � � shall be presented also a composite graph showing the anticipated progress of construction with the time being plotted horizontally and the percentage of completion plotted vertically. The progress charts shall be prepared on S-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 FACZLZTZES: Within ten (10) days prior to submission of first monthly progress payment, the Contractor shall prepare and submit to the Owner for approval six copies of the schedule in which the Contractor proposes to carry on the work, the date of which he will start the several major activities (including procurement of materials, plans, and equipment) and the contemplated dates for completing the same. The schedule shall be in the form of a time schedule Critical Path Method (CPM) network diagram. As the work progresses, the Contractor shall enter on the diagram the actual progress at the end of each partial payment period or at such intervals as directed by the Engineer. The Contractor shall also revise the schedule to ref lect any adjustments in contract time approved by the Engineer. Three copies of the updated schedule shall be delivered at such intervals as directed by the Owner. As a minimum, the construction schedule shall incorporate all work elements and 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 schedule with the Engineer to ensure the Contractor's understanding of the contract requirements, The following guidelines shall be adhered to in preparing the construction schedule: a. Milestone dates and final project completion dates sha11 be developed to conform to time constraints, sequencing zequirements and completion time. b. The construction process shall be divided into activities with time durations of approximately fourteen (14> days and construction values not to exceed $50,000. Fabrication, delivery and submittal activities are exceptions to this guideline. C4-4 (4) _ � �� +� � � � i.. l.� � J +�.. � �' � c. Durations shall be in calendar days and normaZ holidays and weather conditions over the durativn of the contract shali be accounted for within the duration of each activity. d. One critical path shall be shown on the construction schedule. e. �Float time is defined as the amount of time between the earliest start date 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 Contractor 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 general categories as indicated in the Proposal and Technical Specifications and each general category shall be broken down into activities in enough detail to achieve activities of approximately fourteen (14) days duration. For each general category, the construction schedule shall identify all trades or subcontracts whose work is rep resented by activities that follow the guidelines of this Section. For each of the trades or subcontracts, the construction schedule shall indicate the following procurements, cons truction and preacceptance activities and events in � their logical sequence for equipment and materials. ' 1. 2. � 3. � 4. � 5. „ 6. � ?. � 8. � � Preparation and transmittal of submittals. Submittal review periods. Shop fabrication and delivery. Erection or installation. Transmittal of manufacturer's operation and maintenance instructions. Installed equipment and materials testing, Owner's operator instruction (if applicable). Final inspection. C4-4 ( S ) � � 9. Operational testing. 10. Final inspection. If, in the opinion of the Owner, work accomplished falls behind that scheduled, the Contractor shall take such action as necessary to improve his progress. In addition, the Owner may require the Contractor to submit a revised schedule demonstratinq his program and proposed plan to make up lag in scheduled progress and to insure completion of the work within the contract time. If the Owner finds the proposed plan not acceptable, he may require the Contractor to increase the work force, the construction plant and equipment, the number of work shifts or the overtime operations without additional cost to the Owner. Failure of the Contractor to comply with these requirements shall be considered grounds for determination by the Owner that the Contractor is failing to prosecute the work with such diligence as will insure its completion within the time specified. � � � � � � t � _� � C4-4 (6) � � � � PART C - GENERAI, CONDZTIONS CS-5 CONTROL OF WORK AND MATERIALS C' SECTION CS-5 CONTROL OF WORK AND MATERIALS CS-5.1 AUTHORITY OF ENGINEER: The work shall be performed to � the satisfaction of the Engineer and in strict compliance with �.� the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work �, overall sequence of the construction,' interpretation of th� Contract Documents, acceptable fulfillment of the contracte � compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption . of operations, and all other questions or disputes which may arise. Engin eer 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, •aithin a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy. CS-5.2 CONFORMITY WITH PLANS: The finished project in all � cases shall conform with lines, grades, cross-sections, finish, and dimensions shown on the plans or any other requirements otherwise described in the Contract Documents. Any deviation from the approved Contract Documents required by � the Engineer during construction will in all cases be determined by the Engineer and authorized by the Owner by �, Change Order. � C5-5 (1> � C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract Documents are made up of several sections, which, taken tog ether, 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 aIl sections. In case of discrepancies, figured dimension shall go vern over scaled dimensions, plans shall govern over specifications, special conditions shall govern over general conditions and standard specifications, and quantities shown on the plans shall govern over those shown in the proposal. The Contractor shall not take advantage of any apparent error or omission in the Contract Documents, and the Owner shall be permitted to make such corrections or interpretations as may be deemed necessary for the fulfillment of the intent of the Con tract Documents. In the event the Contractor discovers an apparent error or discrepancy, he shall immediately call this condition to the attention of the Engineer. Zn 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 sha1Z be deemed to have quoted the most expensive resoiution of the conflict. CS-5.4 COOPERATION OF CONTRACTOR: The Contractor will be furnished with three sets of the Contract Documents and shall have available on the site of the project a� all times one set of such Contract Documents. T he Contract shall give to the work the constant attention necessary to facilitate the progress thereof and shall cooperate with the Engineer, his inspector, and other Contractors in every possible way. T he 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 f ul.ly authorized to act as the Contractor's agent on the work. Such superintendent and his assistant shall be capable of reading and understanding the Contract Documents and shall receive and fulfill instructions from 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 ag ent 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 determines that circurnstances require the presence on the project site of a representative of the Contractor to CS-5 (2) . �.. 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 Contrac tor shall provide all facilities to enable the Engineer and his inspector to examine and insp ect the ' workmanship and materials entering into the work. �� CS-5.5 EMER GENCY AND/OR RECTIFICATION WORR: When, in the opinion of the Owner or Engineer, a condition of emergency exists related to any part of the work, the Contractor, or the Contractor through his designated representative, shall respond with dispatch to a verbal zequest made by the Owner or Engineer to alleviate the emergency condition. Such a response shall occur day or night, whether the project is scheduled on a calendar-day or on a working-day basis. Should the Contractor fail to respond to a request from the � Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requirements of the project specifications or plans, the Engineer shall give the �' Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the �, Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking � the proper action, within 24 hours, the City may�take such remedial action with City forces or by contract. The City 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. C5-5.5 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. � i� � ''; C5-5.7 CONSTRUCTION STAKES: The City, through its Engineer, will furnish the Contractor with all lines, grades, and measurements necessary to the proper prosecution and control of the work contracted for under these Contract Documents, and lines, grades and measurements will be established by means of stakes or other customary method of marking as may be found consistent with good practice. CS-S (3) � �' � 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. Whenever, in the opinion of the Engineer, any stakes or markings have been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost of replacing such stakes or marks plus 25$ will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors will be authorized to inspect all work done and to be done and all materials furnished. Such inspection may extend to all or any part of the work, and the preparation or manufacturing of the materials to be used or equipment to be installed. A City Inspector may be stationed on the work to report to the Engineer as to the progress of the work and the manner in which it is being performed, to report any evidence that the materials being furnished or the work being performed by the Contractor fails to fulfill the requirements of the Contract Documents, and to call the attention of the Contractor to any such failure or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the work in accordance with the requirements of the Contract Documents. In case of any dispute arising between the Contractor and the City Inspector as to the materials or equipment furnished or the manner of performing the work, the City Znspector will have authority to reject materials or equiprnent to suspen� work until the question at issue can be referred to and be decided by the Engineer. The City Inspector will not, however, be authorized to revoke, alter, enlarge, or release any requirement of these Contract Documents, nor to approve or accept any portion oz section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents, He will in no case act as superintendent or f oreman or perform any other duties for the Contractor, or interfere with the management or operation of the work. He will not accept from the Contractor any 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 with the obligations of the Contract Documents, provided, however, should the Contractor object to any orders or instructions of the City Inspector, the Contractor may within six days make written appeal to the Engineer for his decision on the matter in controversy, C5-5 (4) � � � � � � � � � � �� CS-5.9 INSPECTION: The Contractor shall furnish the Engineer with every reasonable facility for ascertaining whe ther or not the work as performed is in accordance with the requirements � of the Contract Documents. If the Engineer so requests, the Contractor shall, at any time before acceptance of the work, remove or uncover such portion of the finished work as may be � directed. After examination, the Contractor shall restore ., said portions of the work to the standard required by the Contract�Documents. �. Should the work exposed or examined prove acceptable, the uncovering or removing and replacing of the covering or making good of the parts removed shall be paid for as extra work, but should be work so exposed or examined prove to be unacceptable, the uncovering or removing and the replacing of all adjacent defective or damaged parts shall be at the Contractor's expense. No work shall be done or materials used without suitable supervision or inspection. � CS-5,10 REMOVAL OF DEFECTZVE AND UNAUTHORIZED WORK: All work, materials, or equipment which has been rejected shall be remedied or removed and replaced in an acceptable manner by � the Contractor at his own expense. Work done beyond the lines and grades given or as shown on the plans, except as herein specifically provided, or any Extra Work done without written authority, will be considered as unauthorized and done at the � expense of the Contractor and will not be paid for by the Owner. Work so done may be ordered removed at the Contractor's expense. Upon the failure on the part of the �"" Contractor to comply with any order of the Engineer made under �,,, the provisions of this paragraph, the Engineer will have the authority to cause defective work to be remedied or removed r and replaced and unauthorized work to be removed, and the cost thereof may be deducted from any money due or to become due to the Contractor. Failure to require the removal of any , defective or unauthorized work shall not constitute acceptance of such works. � CS-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the Specifications, law, ordinance, codes or regulations permit Contractor to furnish or use a substitute that is equal to any material or equipment specified, and if 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 perform adequately the functions called for by the general design, be similar and of � equal substance to that specified and be suited to the same use and capable of performing the same function as that �' specified; and identifying all variations of the proposed �� CS-S (5) � substitute from that specified and indicating available maintenance service. No substitute shali be ordered or installed without the written approval of Engineer who will be the judge of the equaiity 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. CS-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment are necessary, such tests will be made at the expense of and paid for direct to the testing agency by the Owner unless otherwise specifically provided. The failure of the Owner to make any tests of materials shall be in no way relieve the Contractor of his responsibility of furnishing materials and equipment fully conforming to the requirements of the Contract Documents. Tests and sampling of materials, unless otherwise specified, will be made in accordance with the latest methods prescribed by the American Society for Testing Materials 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 sha21 be approved by the Engineer before any concrete is placed, and the Contactor shall be responsible for replacing any concrete which does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of concrete, using samples from the same 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. CS-5.13 STORAGE OF MATERIALS: All materials which used in the construction operation shall be stored insure the preservation of the quality and fitness of When directed by the Engineer, they shall be placed platforms or other hard, clean durable surfaces and are to be � so as to the work. � on wooden not on the � C5-5 (6) � r� � � 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 Iocation 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, exis�ing underground utilities. The location of many gas mains, water mains, conduits, sewer lines and service lines for all utilities, etc., is unknown to the Owner, and the Owner assumes no responsibility for failure to show any or all such structures and utilities on the plans or to show them in t heir exact location. It is mutually agreed that such failure will not be considered sufficient basis for claims for additional compensation for Extra Work or for increasing the pay quantities in any manner whatsoever, unless an obstruction encountered is such as to necessitate changes in the lines and grades of considerable magnitude or requires the building of special works, provision for which is not made in the Contract Documents, in which case the provision in these Contract Documents for Extra Work shall apply. It shall be the Contractors responsibility to verify locations of adjacent and/or conflicting utilities sufficiently in advance of construction in order that he may negotiate such local adjustments as necessary in the construction process to provide adequate clearances. The Contractor shall take all necessary precautions in order to protect all existing utilities, structures and service lines. Verification of existing utilities, structures and service lines shall include n o tification of all utilitY companies at least forty eight (48) hours in advance of construction including exploratory excavation if necessary. All verification of existing utilities and their adjustment shall be considered as subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: a. Normal Prosecution: In the normal prosectuion of work where the interruption of service is necessary, the Contractor, at least 24 hours in advance, shall be required to: 1. Notify the Water Department's Distribution Division as to location, time, and schedule of service interruption. CS-5 (7) � 2. Notify each customer personall� responsible personnel as to time and of the interruption of their service, through schedule .� 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 twater) (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. EmercencY: In the event that an unforeseen service � interruption occurs, notice shall be as above,but � immediate. CS-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 vr 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. CS-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 c lean-up on the job site is proceeding in a manner unsatisfactory to the Engineer, if the Contractor fails to correct the CS-S (8) � � unsatisfactory procedure, the Cit ma take su Y Y ch 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. " Upon the completion of the project as a whole as covered by these Co"ntract Documents, and before final acceptance and final payment will be made, the Contractor shall clean and � remove from the site of the project all surpius 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 installed by him and shaZl deliver over such materials and equipment in a bright, clean, polished and new appearing condition. No extra compensation will be made to the '� Contractor for any clean-up required on the project. CS-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. Af ter � such final inspection, if the work and materials and equipment are found satisfactory, the Contractor will be notified in writing of the acceptance of the same after the proper resolution has been passed by the City Council. No time �'" charge will be made against the Contractor between said date of notification of the Engineer and the date of f inal inspection of the work. r � � � � � � CS-5 (9) � � � ��.� � �.. � � � l� � � � PART C - GENERAL CONDITIONS C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBZLITY SECTION C6-6 LEGAL RELATIQNS AND PUBLIC RESPONSIBILITY C6-6.1 LAWS TO BE ^BS�R�J?�; The Contractor shali at �I1 times =��z_ve a:� �om_ �_; aiCR 3:I Fecerai and State Laws and City ordinances and regulations which in any way affect the conduct of the work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may be enacted later by bodies having jurisdiction or authority for such enactment. No plea of misunderstanding or ignorance thereof will be considered. The Contractor and his Sureties shall iademnify and save harmless the City and all of its officers, agents, and employees against any and all claims or liability arising from or based on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. C6-6.2 PERMITS AND LICENSES: The Contractor shall procure all permits and licenses, pay all charges, costs and fees, and give all notices necessary and incident to the due and lawful prosecution of the work. C6-6.3 PATENTED DEVICES( MATERZALS AND PROCESSES: If the Contractor is required or c�esires to use any design, device, material, or process covered by letter, patent, or copyright, he shall provide for such use by 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 indemnif y the Owner f or any cost, expense, or damage which it may be obliged to pay by reason of such infringement at any time during the prosecution of the work or after completion of the work, provided, however, that the Owner will assume the responsibility to defend any and all suits brought for the infringement of any patent claimed to be infringed upon by the design, type of construction or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to hold the Contractor harmless on account of such suits. C6-6 (1) ' � � C6-6.4 SANITARY PROVISIONS: The Contractor sha11 establish and enforce among his employees such regulations in regard to cleanliness and disposal of garbage and waste as wi11 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 c onstructed and maintained by the Contractor and their use shali be strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a nuisance. 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 shal'1 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 proper ingress and egress for the property served by the driveway as the Engineer may approve as appropriate. Such other means may include the diversion of driveway traffic, with specific approval by the Engineer. If diversion of traffic is approved by the Engineer at any location, the Contractor shall make arrangements satisf actory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engineer for the diversion of traffic, and shall, at his own expense, provide all materials and perform all work necessary for the construction and maintenance of roadways and bridges for such diversion of traffic. Sidewalks must not be obstructed except by special permission of the Engineer. The materials excavated and the construction materials such as pipe used in the construction of the work shall be placed so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, water valves, C6-6 (2) � � � �� + � gas valves, or manholes in the vicinity. The Owner reserves the right to remedy any neglect on the part of the Contractor as regards to public convenience and safety which may come to � its attention, after twenty-four hours notice in writing to the Contractor, save in cases of emergency when it shail have the right to remedy any neglect without notice, and in either � case, the cost of such work done or materials furnished by the Owner or by the City shall be deducted from monies due or to become due to the Contractor. ;� The Contractor, after approval of the Engineer, shall notify the Fire Department Headquarters, Traffic Engineer, an d Police � Department, when any street or alley is requested to be closed or obstructed or any fire hydrant is to be made inaccessible, and, when so directed by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire �"'' apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed s treets, alleys, or hydrants are again placed back in service. � Where the Contractor is required to construct temporary bridges or make othez 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 1�., Contractor will be permitted to use and occupy such portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the �, City, as shown in the Contract Documents, or as may be specifically authorized in writing by the Engineer. A �. reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Excavated and waste materials shall be piled or stacked in such a way as not to interfere with the use of �-� spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. [" If the street is occupied by railway tracks, the work shall be 4 1"' C6-6 (3) i� �; � 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 upan 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. C5-6.7 RAZLWAY CROSSINGS: When the work encroaches upon any right-of-way of any railway, the City will secure the necessary easement for the work. Where the railway tracks are to be crossed, the Contractor shall observe al.l the regulations and instructions of the railway company as to the methods of performing the work and take aZl precautions for safety of property and the public. Negotiations with the railway companies for permits shall be done by and through the City. The Contractor 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 Documeats. 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 barri.cades shall be erected and maintained to keep pedestrians away from, and vehicles from being driven on or into, any work under construction or being maintained. The Contractor shall furnish watchmen and keep them at their respective assignments in sufficient numbers to protect the work and prevent accident or damage. All installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways", codified as Article 6701d Veron's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 3I. C6-6 (4) � � i�i �_■ � � �� . � J � The Contractor wil: instructional sign, str been erected by the C must be removed to F Contractor shall cont department, Signs an 8780-0^75), ta r_move signs, �he Contractor m temporary sign meet referenced manual and prior to the removal � sign is not installed not remove any reg'ulatory sign, =_et name sign, or other sign which has ity. If it is determined that a sign ermit required construction, the ict the Transportation and Public Works d Markings Division (phone number the sign. Zn the case of regulatory ist replace the permanent sign with a ing the re.quirements of the above �uch tempora�ry sign must be installed �f the permanent sign. If the temporary cc�rract 1 v nr ; f ;+- a,..,.. .....L __ _ � _ � � � r L required specif ications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be re-installed, the Contractor shail again contact the Signs and Markings Division to re-install the permanent sign and shall leave his temporary sign in place until such re-installation is completed. The Contractor will be held responsible for alI damage to the work or the public due to failure of barricades, signs, fences, lights, or watchmen to protect them. Whenever evidence is found of such darnage 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 foz the maintenance of barricades, signs, fences and Iights, and for providing watchmen shall not cease until the project sha�l 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 watchrnen, f or 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. � L C6-6.9 USE OF LXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use expinsives, drop weight, etc., in the prosecution of the work, the utmost care sha11 be exercised at a11 times so as not to endanger life or property. The Contractor shall notify the proper representative of any public service corporation, any company, individual, or utility, and the Owner, not less than twenty-four hours in C6-6 (S) 1 � 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 explvsives is to be permitted on the project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four houzs prior to commencing and sha11 furnish evidence that he has insurance coverage to protect against any damages and/or injuries arising out of such use of expZosives. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of the claim to the Contractor from either the City or the claimant. The City shall proceed to give notice to the Contractor of any such claim. The use of explosives may be suspended by the Engineer if any complaint is received and such use shall not be resumed until the cause of the complaint has been addressed. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and all storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at aIl times. All vehicles in which explosives are being transported shall be plainly marked as mentioned above and sha1Z, insofar as possible, not use heavy traffic routes. C6-6.10 WORR 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 previousZy obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified'approval of the property owner 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 C6-6 (6) ' � � � � � � � ' � � � � _ � �. s� � � I! i"` � 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 which might be aff ected by the work. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be applicable to both public and private utility companies or any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might affected by the work. The Contractor shall be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the work, or at any time due to defective work, material, or equipment. When and where any direct or indirect or injury is done to �public or private property on account of any act, omission, � neglect, ar 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 equaZ 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 injLry in a manner acceptable to the owner of the property and the Engineer. All fences encountered and removed during construction of this project shall be restored to the original or a better than original condition upon completion of this project. When wire fencing, either wire mesh or barbe�i 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 th removed whenever the work is not in progress and site is vacated overnight, and/or at a21 times t livestock from entering the construction area. The fence removal, temporary closures and replacement subsidiary to the various items bid in the C6-6 (7) � fencing when the � prevent cost for shall be project � � proposal. Therefore, no separate payment shall be allowed for any service associated with this work. In case of failure on the part of the Contractor to restore such property to make good such damage or injury, the Owner may, upan 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 dedu�ted from any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: Zt 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 respondeat 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 an all claims or suits for property damage or loss and/or personal injury, including death, to any and all persons, of whatsoever kind or character, whether real 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 or invitees, whether or not caused, in whole or in part, by alleged negligence on the part of officers, agents, servants, employees, contractors, subcontractors, licensees and invitees of the Owner; and said Contractor does hereby covenant and agree to assume all liability and responsibility of Owner, its officers agents, servants and 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, C6-6 (8) � � � � � � � � � _ � � � � � in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, subcontractors, � licensees or invitees of the Owner. Contractor likewise covenants and agrees to, and does hereby, indemnify and hold harmless Owner from and against any and all injuries,Ioss or damages to property of the Owner during the performance of any � of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from, in whole or in part, any and all alleged acts or omissions of officers, agents, servants, employees, contractors, subcontractors, � licenses, or invitees of the Owner. � Zn 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 shalZ submit written evidence , satisfactory to the Direc�or 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 then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then �, be recommended by the Director. � The Director shall not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance of r, 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. Zf 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. Zf condition (2) above is met at any time within the six month period, the Director may recommend � that the final payment to the Contractor be made. At the � C6-6 (9) h� L� � expiration of the six month period the Director may recommend that final payment be made if all other work has been performed and all other obligations of the Contractor have been met to the satisfaction of the Director. Th e Director may, if he deems it appropriate, refuse to accept bids on other Water Department Contract work from a Contractor ag ainst whom a claim for damages is outstanding as a result of work perf�ormed 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 ac ts or omissions of the Owner, he shall within three days after the actual sustaining of such alleged damage, make a written statement to the Engineer, setting out in detail the nature of the alleged damage, and on or before the 25th day of the month succeeding that in which any such damage is claimed to have been sustained, the Contractor shall file with the Engineer an itemized statement of the details and amount of such alleged damage and, upon request, sha12 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 RELOCATZON OF PUBLIC IITZLITIES; ETC.: Zn 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 geogzaphical 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 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 structur,es necessary, and be prepared at a11 times to dispose of drainage and sewage C6-6 (10) � �� . � _ � � .� � � ^'� j�, received from these temporary connections until such times as the permanent connections are built and are in service. The � existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall be disposed of in a satisfactory manner �' so that no nuisance is created and so that the work under -• construction will be adequately protected. ' C6-6.16 ARRANGEMENT AND CBARGES FOR WATER PURNISHED BY THE t,,. 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 de2ivered to � the Contractor from a connection on an existing City main. • AI1 piping required beyond the point of delivery shall be installed by the Contractor at his own expense. i..� The Contractor's responsibility in the use of all existing fire hydrant and/or nalves is detailed in Section E2-1.2 CTSE fi» OF FZRE 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 sha12 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 WORR: 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 t be performed by the Contractor at his own expense. C6-6.18 CONTRACTOR'S RESPONSIBZLITY FOR THE WORR: 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) � 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. C6-6.1s NO WAIVER OF LEGAL RIGHTS: Znspection by the Engineer or any or�der by the Owner by paymeat of money or any payment for or acceptance of any work, or any extension of time, or any possession taken by the City shall not operate as a waiver of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any other or subsequent breach. The Owner reserves the right to correct any error that may be discovered in any estimate that may have been paid and to adjust the same to meet the requirements of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: Zn carrying out the provisions of these Contract Documents or in exercising any power of authority granted thereunder, there shall be no iiability 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 for exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excise, and IIse Tax Act, the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued by the Contractor in �ieu of the tax shall be subject to and shall comply with the provisions of State Comptroller's Ruling .011, and any other applicable State Comptroller rulings pertaining to the Texas Limited Sales, Excise, and Use Tax Act. On a contract awarded by a 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 limited Sales, Excise, and Use Tax Act, the Contractor can probably be exempted in the same manner stated above. C6-6 (12) Limited Sale, Excise and IIse Tax permits and information can � be obtained from: � Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX � � � � � 1 `Ei� � � � , � LJ L� C6-6 (13) � LJ � � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SJBLETTING: The Contractor shall perform with his own ' o:yaz=.;_�ion, 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 an these Contract Documents, he w 11 n t under� ny ��brcum tances � be relieved of the responsibility and obligation assumed under these Contract Documents. Ali transactions of the Engineer will be with the Contractor. considered only in the capacity of employees oraworkmen oflthe � Contractor and shall be subject to the same r character and competency. The Owner will not urecog ize Sany s ubcontractor on the work. The Contractor shail at all times, � when the work is in operation, be represented either in ers or by a superintendent or other designated representatives, on � C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not . assign, transfer, subZet, 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 an y persan or persons, partnership, company, firm, or. , corporation, ar does by bankruptcy, voluntary or involuntary, or by assignment under the insolvenc attempt to dispose of the contract may la ws of any state, �,,, Owner be revoked and annulled, unless�the tSure ties sh 11 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 WORR: 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 f orm, or a � brief outlining in detail and step by.step the manner of � C7-7 (1) � u � 4 � prosecuti ng the work and ordering materials and equipment which he expects to follow in order to compZete the project in the sched uled 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 cont=act 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 aIl construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh sequencing shali be submitted to the Engineer for his approval. Con�tractor shall not proceed with any deviation until he has received written approval from the Engineer. Such specification or approval by the Engineer shall not relieve the Contractor from the full responsibility of the complete performance of the Contract. The contract time may�be C7-7.8 "Extension of Time and a progress contract time. schedule changed only as set forth in Section of CompZetion" of this Agreement, shall not constitute a change in the C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to create a minimum amount of inconvenience to the public. At any time when, in the judgrnent of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is necessary f or 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 section or street. � C7-7.5 CHARACTER OF WORKMEN AND EQUZPMENT: Local labor shaZl be used by the Contractor is avai�able. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. All other workmen, including equipment opera tors, may be imported only after the local supply is exhausted. The Contractor shall employ only such superintendents, foremen, and workmen who are careful, competent, and fully qualified to perform the duties or tasks assigned to them, and the Engineer may demand and secure the summary dismissal of any person or persons employed by the Contractor i n or about or on the work who, in the opinion of the Owner, shall misconduct himself or be found to be incompetent, disrespectful, intemperate, dishonest, or � � � r � � � � � � � � � � C7-7 (2) � � � otherwise objectionable or neglectful in the proper performance of his or their duties, or who neglects or refuses � to comply with or carry out the directions of the Owner, and such person or persons shall not be employed again thereon without written consent of the Engineer. � All wo�kmen shall have sufficient skill, ability, and � eYperi�-._� to properly perf orm the work assigned to them and opera�� any equipment necessary to properly carry out the � performance of the assigned duties. � � �� The Contractor shall furnish and maintain on the work alI such equipment as is considered to be necessary f or prosecution of the work in an acceptable manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for �handling materials and executing any part of the work shall be subject to the approval 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 starting with the first day of work completed as C1-1.23 "WORKING DAY" or the date stipulated i ORDER" for beginning work, whichever comes first. be computed defined in n the "WORK � Nothing in these Contract Documents shall be construed as prohibiting the Contractor from working on Saturday, Sunday or � Legal Holidays, providing that the following 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 be done on the project on such a specific Saturday, Sunday or Legal Holiday must be, in the opinion of the Engineer, essential to the timely completion of the project. The Engineer's decision shall be final in response to such a � request for approval to work on a specific Saturday, Sunday or Legal Holiday, and no extra compensation shall be alZowed to the Contractor for any work performed on such a specific Saturday, Sunday or Legal Holiday. � � Calendar Days shall be defined in C1-1.24 and the Contractor may work as he so desires. C7-7 (3) �'' �J � ;�., C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The shall commence the working operations within specified in the Contract Documents and set forth i Order. Failure to do so shall be considered by th abandonment of the Contract by the Contractor and may proceed as he sees fit. �. � Contractor � the time � n the Work e Owner.as the Owner � The Contractor shall maintain a rate of progress such as will insure th�at 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 f or 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 shaZl have occurred. Should an extension of the time of completion be requested such request will be forwarded to the City Council for approval . I n adjusting the contract time for completion of work, consideration will be given to unforseeable causes beyond the control of and without the fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fire, flood, tornadoes, epidemics, guarantine restrictions, strikes, freight embargoes, or delays 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 because of inclement weather will not be considered. A request for extension of time due to inability to obtain supplies and materials will be considered only when a review of the 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 the supplies and materials from alternate sources in case the first source cannot make delivery. If satisfactory execution and completion of the contract should require work and materials in greater amounts or guantities than those set forth in the approved Contract Documents, then the contract time may be increased by Change Order. C7-7.9 DELAYS: The Contractor shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contra�tor is caused by the failure of the City to provide information or material, if C7-7 (4) � � � � � � � _ � � r� � � � � � � any, which is to be furnished by the City. When such extra compensation is claimed a written statement thereof shall be presented by the Contractor to the Engineer and if by him found correct shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. Zf delay is caused by specific orders given by the Engineers to stop w:-k, or by the performance of extra work, or by the failure of tne City to provide material or necessary instructions for carrying on the work, then such delay will entitle the Contractor to an equivaZent extension of time, his application for which shall, however, be subject to the approval of the City Council; and no such extension of time shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. 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 f ully complete this contract or the time of completion wi1l be specified by the City in the Proposal section of the contract documents. The number of days indicated shall be a realistic estimate of the time required to complete the work covered by the specific contract being bid upon. The amount of time so stated by the successful bidder or the City will become the time of completion specified in the Contract Documents. For each calendar day that any work shall remain uncompleted after thz time specified in the Contract Documents, or the increased time granted by the Owner, or as automatically increased by additional work or materials ordered after the contract is signed, the sum per day given in the following schedule, unless otherwise specified in other parts of t he Contract Documents, will be deducted from monies due the Contractor, not as a penalty, but as liquidated 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 t"` $ 100,00i to $ 500,000 , � C7-7 (5) inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ inclusive $ 35.00 45.00 63.00 105.00 154.00 210.00 � � $ 500,001 to $1,000,000 inclusive $ 315.00 $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 and over $ 630.00 The parties hereto understand and agree th� City caused by the Contractor's delay in coa hereunder in the time specified by the Cc would be incapable or very difficult of accu and that�the "Amount of Liquidated Damages out above, is a reasonable forecast of just the City for harm caused by any delay. .t any harm to the pleting the work ntract Documents rate estimation, Per Day", as set compensation due C7-7.11 SUSPENSZON BY COIIRT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and will not be entitled to additionai compensation by virtue of such court order. Neither will he be liable to the City in the event the work is suspended by a Court Order. Neither will the Owner 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 SIISPENSION: 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 payment for stand-by time of construction equipment and/or construction crews. If it should become necessary to suspend wor;c for an indefinite period, the Contractor sha21 store all materials in such manner that they will nvt obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary.- Should the Contractor not be able to complete a portion of the project due to causes beyond the control of and without the fault or negligence of the Contractor as set forth in Paragraph C7-7.8 EXTENSION OF THE TIME OF COMPLETION, and should it be determined by mutual consent of the Contractor and the Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the Engineer C7-7 (6> � � � � � � � � -- � � r• � f�� that construction may be resumed. Such reimbursement shail be based on actual cost to the Contractor of moving the equipment � and no profit will be allowed. No reimbursement sha12 be allowed if the equipment is moved to another construction project for the City of Fort Worth. , The C�ntractor shall not suspend work without written notice from ��e Engineer and shall proceed with the work operations r promptly when notified by the Engineer to so resume � operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATZONAL EMERGENCY: � Whenever, because of National Emergency, so declared by the President of the United States or other lawful authority, it becomes impossible for the Contractor to obtain all of the necessary la�or, materials, and equipment for the prosecution �; of the work with reasonable continuity for a period of tw months, the Contractor shall within seven days notify the City � in writing, giving a detailed statement of the efforts which have been made and listing aIl necessary items of labor, materi-als, and equipment not obtainable. If, after �,,, investigations, the Owner finds that such conditions existing and that the inability of the Contractor to proceed is not attributable in whole or in part to the fault or neglect of the Contract, then if the Owner cannot after reasonable effort ` assist the Contractor in procuring and making available the �r necessary labor, materials and equipment within thirty days, the Contractor may request the Owner to terminate the contract � and the Owner may comply with the request, and the termination shall be conditioned and based upon a final settlement mutually acceptable to both the Owner and the Contractor and �,,,. final payment shall be made in accordance with the terms of the agreed settlement, which shall include, but not be limited - to, the payment for all work executed but no anticipated profits on work which has not been performed. Iw,� C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORR AND ANNULMENT OF CONTRACT: The work operations on all or any portion or section of the work under Contract shall be suspended � immediately on written order of the Engineer or the Cos�tract may be declared cancelled by the City Council for any good and �,,, sufficient cause. The following, by way of example, but not of limitation, may be considered grounds for suspension or " cancellation: a. Failure of the Contractor to commence work operations within the time specified in the Work Order issued by the Owner. � C7-7 ( 7 ) , � � b. Substantial evidence that progress of the work operations by Contractor is insufficient to complete the work within the specified time. c. Failure of the Contractor to sufficient labor and equipment the working operations. provide and maintain to properly execute d. � 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 Engineer 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 Contractor has made an unauthorized assignment of the contract or any f unds due theref rom f or the benef it of any creditor or for any other purpose. j. Zf the Contractor shall for any cause whatsoever not carry on the working operation in an acceptable manner. k. If the Contractor commences legal action against the Owner. A copy of the suspension order or action of the City Council shall be served on the Contractor's Sureties. When work is suspended for any cause or causes, or when the contract is cancelled, the Contractor shall discontinue the work or such part thereof as the Owner shall designate, whereupon the Sureties may, at their option, assume the contract or that portion thereof which the Owner has ordered the Contractor to discontinue, and may perform the same or may, with the written C7-7 (8) � � � � � � _ � � � �; consent of the Owner, sublet the work or that portion of the work as taken over, provided however, that the Sureties shall exercise their option, if at all, within two weeks after the � written notice to discontinue the work has been served upon the Contractor and upon the Sureties or their authorized agents. The Sureties, in such event shall assume the � Contractor's place in aIl respects, and shall be paid by the Owner for all work performed by them in accordance with the terms of.the Contract Documents. All monies remaining due the Contractor at the time of this default shal2 thereupon become � due and payable to the Sureties as the work progresses, subject to all of the terms of the Contract Documents. �^' In case the Sureties do not, within the hereinabove specified a time, exercise their right and option to assume-the contract responsibilities, or that portion thereof whicti the Owner has ordered by the Contractor to discontinue, then the Owner shall � have the power to complete, by contract or otherwise, as it may determine, the work herein described or such part thereof as it may deem necessary, and the Contractor hereto agrees that the Owner shall have the right to take possession of and use any materials, plants, tools, equipment, supplies, and property of any kind provided by the Contractor for the R"' purpose of carrying on the work and to procure other tools, , equipment, materials, Iabor and property for the completion o£ the work, and to charge to the account of the Contractor of - said contract expense for labor, materials, tools, equipment, � and all expenses incidental thereto. The expense so charged shall be deducted by the Owner from such monies as may be due or may become due at any time thereafter to the Contractor �. under and by virtue of the Contract or any part thereof. The Owner shall not be require8 to obtain the lowest bid for the work completing the contract, but the expense to be deducted �" shall be the actual cost of the owner of such work. In case such expenses shall exceed the amount which woul.d have been payable under the Contract if the same had been comp leted � by the Contractor, then the Contractor and his Sureties sha�l pay the amount of such excess to the City on notice from the Owner of the excess due. When any particular part of the work �R is being carried on by the Owner by contract or othe rwise under the provisions of this section, the Contractor shall continue the remainder of the work in conformity with the �'" terms of the Contract Documents and in such a manner as to not . hinder or interfere with performance of the work by the Owner. C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be � considered as having been fulfilled, save as provided in any bond or bonds or by law, when all the work and all sections or parts of the project covered by the Contract Documents have � [� C7-7 (9) � � beea finished and cornpleted, 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: p,. 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 deter�r�ine that such termination is in the best interest of the Owner. Any such termination shall be effected by mailing a notice of termination to the Contractor specifying the extent to which performance of work under the contract is terminated�, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the Dnited States Mail by the Owner. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the Owner regarding such discretionary action. B. CONTRACTOR ACTION: After receipt of a notice of termination, and except as otherwise directed by the Engineer, the Contractor shall: l. Stop work under the contract on the date and to the extent specified in the notice of termination; 2, place no further orders or subcontracts for materials, services or f aciTities except as may be necessary for completion of such portion of the work under the contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of work terminated by the notice of termination; 4. transfer title to the Owner and deliver in the manner, at the times, and to the extent, if any, directed by the Engineer: C7-7 (10) � � � � � � � � � � � � - � � M � � � � 5. a. the fabricated or unfabricated parts, work in process, completed work, supplies and other material produced as a part of, or acquired in connection with the performance of, the work terminated by the notice of termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the contract had been completed, would have been required to be furnished to the Owner. complete as shall notice of performance of such part of the work not have been terminated by the termination; and 6. take such action as may be necessary, or as the Engineer may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the Owner has or may acquire the rest. � II �^ � � �"' w i�i At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the Engineer a list, certified as to quantity and guality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by the Engineer. Not later than 15 days thereafter, the Owner shall accept title to such items provided, that the list submitted shall be subject to verification by the Engineer upon removal of the items or, if t�e items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. C. TERMINATION CLAiM: Within 60 days after notice of termination, the Contractor shall submit his termination claim to the Engineer in the form and with the certification prescribed by the Engineer. Unless one or more extensions in writing are granted by the Owner upon request of the Contractor, made in writing within such 60-day period or authorized extension thereof, any and all such claims shall be conclusively deemed waived. C7-7 (11) � � � 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 �° further reduced by the contract price of wozk not ;,� � terminated. The contract shall be amended accordingly, and the Contractor shall be paid the � agreed amount. No amount shall be due for lost or anticipated profits. Nothing in C7-7.16(E) hereafter, prescribing the amount to be paid to the Contractor in the event of failure of the � Contractor by reason of the termination of work pursuant to this section, shall be deemed to limit, restrict or otherwise determine or affect the � amount or amounts which may be agreed upon to be paid to the Contractor pursuant to this paragraph. E. FAILURE TO AGREE: In the event of the failure of � the Contractor and the Owner to aqree as provided in C7-7.16 (D) upon the whole amount to be paid to the Contractor by reason of the termination of work � pursuant to this section the Owner shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of � the termination and shall pay to the Contractor the amounts determined. No amount shall be due for lost or anticipated profits. � F. DEDUCTIONS: In arriving at the amount due the contractor under this section, there shall be deducted (a) all unliquidated advance or other payments on account theretofore made to the Contractor, applicable to the terminated portion of this contract; (b) any claim which the Owner may have against the Contractor in connection with this contract; and (c) the agreed price for, or the proceeds of sale of, any materials, supplies or other things kept by the Contractor or sold, pursuant to the provisions of this clause, and not otherwise recovered by or credited to the Owner. G. ADJUSTMENT: If the termination hereunder be `'� partial, prior to the settlement of the terminated portion of this contract, the Contractor may file � with the Engineer a reques�t in writing for an C7-7 (12 ) _ �,�, � � � � � equitable adjustment of the price or prices specified in the contract relating to the continued portion of the eontract (the portion not terminated by the notice of termination), such equitable adjustment as may be.agreed upon shall be made in such price or prices; nothing contained herein, however, shall limit the right of the Owner and the Contractor to agree upon the amount 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 cantinued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter th� rights which the Owner may have for termination of this contract under C7-7.14 hereof entitled "Suspension of Abandonment of the work and Amendment of Contract" or any other right which Owner may have for default or breach of contract by Contractor. C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be �� responsible for initiating, maintaining, and supervising all , saf ety precautions and programs in connection with the work at all times and shall assume alI responsibilities for their _ enforcement. �" The Contractor shall laws, ordinances, and � property from injury, with the work. � � � � � � � comply with federal, state, regulations so as to protect including death, or damage in C7-7 (13) and local person and connection PART C - GENERAL CONDITIONS CS-8 MEASUREMENT AND PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASIIREMENT OF QUANTITIES: The determination of � quantities of work performed by the Cuntractor 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 labor, tools, materials, machinery, equipment, appliances and appurtenances necessary for the construction of and the completion in a mannez acceptable to `, the Engineer of all work to be done under these Contract Documents. � The "Unit Price" shalZ inclnde 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, �' d elays, profits, injuries, damages claims, taxes, and all other items not specifically mentioned that may be required to f ully construct each item of the work complete in place and in a satisfactory condition for operation. � C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set forth, the said "Lump Sum" shall represent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work � necessary f or the construction and completion of all the work to provide a complete and functional item as detailed in the .� Special Contract Documents and/or Plans. L'� 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 al1 work contemplated and embraced under these Contract Documents, for all loss and damage arising out of the nature of the wark or from the action of the elements, for any unforeseen defects or obstructions which may arise or be �"' encountered during the prosecution of the work at any time C8-8 (1) L� � 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, f or all expense incurred by or in consequence of suspension or discontinuance 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 acceptable manner according to the terms of•the Contract Documents. The payment of any current or partial estimate prior to final acceptance of the work by the Owner shall in no way constitute an acknowledgment of the acceptance of the work, materials, or equipment, nor in any way prejudice or affect the obligations of the Contractor to repair, correct, renew, or replace at his own and proper expense any defects or imperfections in the construction or in the strength or quality of the material used or equipment or machinery furnished in or about the construction of the work under contract and its appurtenances, or any damage due or attributed to such defects, which defects, imperfection, or damage shall have been discovezed on or before the final inspection and acceptance of work or during the one year guaranty period after final acceptance. The Owner shall be the sole judge.of such defects, imperfections, or damage, and the Co�ntractor shall be liable to the Owner for failuze to correct the same as provided herein. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and Sth day of each 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 the lOth day of the month the Engineer shall verify 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 estimated sum will be paid to the Contractor if the total contract amount is $400,000 or greater within twenty-five t25? days after the regular estimate period. The City will have the option of preparing estimates on forms furnished by the City. The partial estimate may include acceptable nonperishable materials delivered to the work which are to be incorporated into the work as a permanent part thereof, but which at the the time of the estimate have not been installed. (such payment wi11 be allowed on a basis of 85$ of the net invoice value thereof.) The Contractor shall furnish the Engineer such information as he may request to aid � �� ... him as a guide in the verification or the preparation of partial estimates. � Zt 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 of the Owner of the amount of work done or of its quality of sufficiency, or as an acceptance of the work done or the release of the Contractor of any of his � responsibilities under the Contract Documents. � 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 WZTHHOLDING PAYMENT: Payment on any estimate or -, estimates may be held in abey�ance if the performance of the � construction operations is not in accordance with the requirements of the Contract Documents. � C8-8.7 FINAZ 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 l 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 requirements of the Contract Documents have been fulfilled on the part of the � C ontractor, a final estimate showing the value of the work will be prepared by the Engineer as soon as the necessary ° measurements, computations, and checks can be made. All prior estimates upon which payment has been made are subject to necessary corrections or revisions in the final payment. � � C8-8 (3) � � � The amount of the final estimate, less previous payments and any sum that have been deducted or retained under the provisions of the Contract Documents, will be paid to the Contractor within 60 days after final 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 subrnission of the finaZ estimate f or 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 have been paid in full, that the wage scale established by the City Council in the City of Fort Worth has been paid, and that there are no claims pending for personal injury and/or property damages. The acceptance by the Contractor of the last or final payment as aforesaid shall operate as and shall release the Owner from a11 claims or liabilities under the Contract for anything done or furnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connected with the Contract. The making of the final payment by the Owner shall not relieve the Contrac�or of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it has employed competent Engineers and designers to prepare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that t he Owner shall be responsible f or the adequacy of its own design features, sufficiency of the Contract Documents, the safety of the structure, and the practicability of the operations of the completed project, provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and 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 the Contract Documents nor partial or entire occupancy or use of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express 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 work resulting therefrom w' shali a hich ppear 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 I00 percent of the amount of the contract which shail assure the performance of the general � guaranty as above outline. The Owner will give notice of � observed defects with reasonable promptness. "�' C8-8.11 SUBSIDIARY WORR: Any and all work specifically �,, governed by documentary requirements for t.he 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 of which shall be included in the price bid in the Proposal, for � each bid item. Surface restoration, rock excavation and cleanup are general items of work which fa11 in the category of subsidiary work. ,.., C8-8.12 MISCELLANEOUS PI,ACEMENT OF MATERIAL: Material may be allocated under various bid items in the Proposal to establish r* unit prices for miscellaneous placement of material, These L mat�rials shall be used only when directed by the Engineer depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of � material used, measured to the nearest one-tenth unit. Payment for miscellaneous placement of material shall be in accordance with the General Contract Documents regardless of � the actual amount used for the project. C8-8.13 RECORD DOCUMENTS: Contractor shall keep on record a I�^ copy of all specifications, plans, addenda, modifications, shop drawings and samples at the site, in good order and annotated to show all changes made during the construction process. These shall be delivered to Engineer upon completion � of the work. L� � � � C8-8 (S) � LRJ L'�' � �� J �� '� ��L � � L�J � � �� L�1 PART C 1 SUPPLEMENTARY CONDITIONS TO PART C � � � SECTION C1: SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS A. General These Supplementary Conditions amend or supplement the General Conditions of the � Contract and other provisions of the Contract Documents as indicated below. Provisions � which are not so amended or supplemented remain in full force and affect. B. C3-3.2 MINORIT'Y BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS �. ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and replaced with the following: � L IF" �� Upon request, Contractor agrees to provide to Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor further agrees to permit an audit and/or examination of 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 grounds for termination of the contract and/or initiating action under appropriate federal, state or local laws or ordinances relating to false statements; further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three (3) years. C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the paragraph to read as follows: "No sureties will be accepted by the owner which are at the time in default or delinquent on any bonds or which are interested in any litigation against the Owner. All bonds shall be made on the forms furnished by the Owner and the surety shall be acceptable to the owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, or (2) the surety must have capital and surplus equal to ten times the amount of the bond. The surety must be licensed to business in the state of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total capital and surplus. If reinsurance is required, the company writing the reinsurance must be authorized, accredited or trusteed to do business in Texas." D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in its entirety and replaced with the following: Partial pay estimates shall be submitted by the Contractor or prepared by the City on the �"'' Sth day and 20th day of each month that the work is in progress. The estimate shall be proceeded by the City on the lOth day and 25th day respectively. Estimates will be paid 9i within 25 days following the end of the estimate period, less the appropriate retainage as set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent � Revised �j 5/14/99 L�� C1-1 part thereof, but which at the time of the pay estimate have not been so installed. If such materials are included within a pay estimate, payment shall be based upon 85% of the net voice value thereof. The Contractor will furnish the Engineer such information as may be reasonably requested to aid in the verification or the preparation of the pay estimate. E. F. Ce7 For contracts of less than $400,000 at the time of execution, retainage shall be ten per cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall be five percent (5%). Contractor shall pay subcontractors in accord with the subcontract agreement within five (5) business days after receipt by Contractor of the payment by City. Contractor's failure to make the required payments to subcontractors will authorize the City to withhold future payments from the Contractor until compliance with this paragraph is accomplished. It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Partial payment by Owner for the amount of work done or of its quality or sufficiency or acceptance of the work done; shall not release the Contractor of any of its responsibilities under the Contract Documents. The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other provisions of this contract. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION INSURANCE" C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR INSURANCE AND BONDING" Part C- General Conditions: Section C3-3.11: Add the following subsections. h. ADDITIONAL INSUREDS: Contractor shall include Owner and Black & Veatch Corporation, as additional insureds on all contractor's insurance policies excluding Worker's Compensation. WAIVER OF SUBROGATION: Contractor and Owner waive all rights against each other and Black & Veatch Cotporation, their directors, officers, partners, commissioners, officials, agents, subcontractors, and employees for damages covered by all insurance policies during and after completion of work. H. Part C- General Conditions: Paragraph C6-6.1 LAWS TO BE OBSERVED: The third sentence should be changed to read as follows. The Contractor and his sureties shall indemnify and save harmless the City and Black & Veatch Corporation and all of its directors, officers, partners, agents, commissioners, subcontractors and employees against any and all claims or liability arising from or based Revised C1-2 5/14/99 � � on the violation of any such law, ordinance, regulation, or order, whether it be by himself or his employees. � I. Part C- General Conditions: Paragraph C6-6.3 PATENTED DEVICES, MATERIALS AND PROCESSES: The words "and Black & Veatch Corporation" shall be added after the � words "the Owner" at each and every location within the paragraph. J. Part C- General Conditions: Paragraph C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The words "and Black & Veatch Corporation" shall be added � after the words "the Owner" at each and every location within the paragraph. (�;; K. C6-6.12 CONTRACI'OR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6 (8), should be deleted in its entirety and replaced with the following: � Contractor covenants and agrees to indemnify City's engineer and architect, Black & Veatch Corporation 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 and Black & Veatch Corporation, its of�cers, 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, whetlzer or not anv suc/i iniurv. f` damaQe or death is caused. in whole or in nart. Gv t/te rteeliQence or alleeed neQliQence ��Y of Oivner, its officers. servants. or emvlovees. Contractor likewise covenants and agrees to indemnify and hold harmless the Owner and Black & Veatch Corporation 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, wliether or �iot anv sucl: iiaiury or dan:aQe is caused in whole or in vart bv the neQliQence or alleQed �:eQliQence of O�vner. its � of%cers, servants or emnlovees.. 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 carrier. �"" The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort > Worth public work from a Contractor against whom a claim for damages is outstanding as a result of work performed under a City Contract. � � L� Revised C1-3 �"'� 5/14/99 i� L+*!' � l�J L�J � � � [�J � ��J �� PART D SPECIAL CONDITIONS , 0 l�'J � L! L#'J li] '� � � �J C!J � � � � Le1 � � ��i ,. ; PART D - SPECIAL CONDITIONS D-1 AWARD OF CONTRACT ............................................................................................. SC-3 D-2 SUBMISSION OF CONTRACT DOCUMENTS ............................................................ SC-3 D-3 GENERAL .................................................................................................................... SC-4 D-4 TAX EXEMPTIONS ...................................................................................................... SC-6 D-5 PROJECT DESIGNATION ........................................................................................... SC-6 D-6 EQUAL EMPLOYMENT PROVISIONS ........................................................................ SC-6 D-7 PRE-CONSTRUCTION CONFERENCE ...................................................................... SC-6 D-8 COORDINATION MEETINGS ...................................................................................... SC-6 D-9 PROJECT ABANDONMENT ........................................................................................ SC-6 D-10 BREAKDOWN OF BID PROPOSAL ............................................................................ SC-6 D-11 INDEMNIFICATION ..................................................................................................... SC-6 D-12 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW ............... SC-7 D-13 MINORI7Y AND WOMENS BUSINESS ENTERPRISE (M/WBE)COMPLIANCE... ..... SC-9 D-14 OMIT .......................................................................................................................... SC-11 D-15 SUBSIDIARY WORK ..................................................................................................SC-11 D-16 WAGE RATES ........................................................................................................... SC-11 D-17 EASEMENTS AND PERMITS .................................................................................... SC-13 D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT ............................. SC-13 D-19 DAMAGE TO PRIVATE PROPERTY ......................................................................... SC-13 D-20 SHOP DRAWINGS .................................................................................................... SC-13 D-21 CROSSING OF EXISTING UTILITIES ....................................................................... SC-14 D-22 EXISTING UTIUTIES AND IMPROVEMENTS .......................................................... SC-14 D-23 CONSTRUCTION TRAFFIC OVER PIPELINES ........................................................ SC-15 D-24 TRAFFIC CONTROL ................................................................................................. SC-15 D-25 PAYMENT ...................................................................�............................................. SC-16 D-26 DELAYS ..................................................................................................................... SC-16 D-27 DETOURS ................................................................................................................. SC-16 D-28 �BARRICADES AND WARNING SIGNS .....................................:................................ SC-16 D-29 EXAMINATION OF SITE ........................................................................................... SC-16 D-30 ZONING COMPLIANCE ............................................................................................ SC-17 D-31 WATER FOR CONSTRUCTION .........................................:...................................... SC-17 D-32 WASTE MATERIAL ................................................................................................... SC-17 D-33 CLEANUP FOR FINAL ACCEPTANCE ..................................................................... SC-17 D-34 PROPERTY ACCESS ................................................................................................ SC-17 D-35 CONSTRUCTION SCHEDULE AND SEQUENCING OF WORK ............................... SC-17 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES .......................... SC-17 D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS .................................. SC-18 D-38 SANITARY FACILITIES FOR WORKF�iS ................................................................. SC-19 D-39 LEGAL RELATIONS AND RESPONSIBILITI,ES TO THE PUBLIC .........................:... SC-19 D-40 RIGHT TO AUDIT ....................................................................:................................. SC-19 D-41 INCREASE OR DECREASE IN QUANTITIES ........................................................... SG20 D-42 CUTTING OF CONCRETE ........................................................................................ SG20 D-43 PROJECT DESIGNATION SIGN ............................................................................... SCt20 D-44 'C�NCRETE SIDEWALK AND DRIVEINAY,REPLACEMENT ...................................: SG-21 � D-45 MISCELLANEOUS PLACEMENT OF MATERIAL ..................................................... SC-21 D-46 TYPE "C» BACKFILL ..................................................................:............................... SC-21 D-47 CRUSHED LIMESTONE BACKFILL .......................................................................... SC-22 D-48 2:27 CONCRETE ....................................................................................................... SC-22 D-49 TRENCH EXCAVATION, BACKFILL AN,D COMPACTION ........................................ S.C-22 os/�a�ss SC-1 � � PART D - SP��CIAL CONDITIONS �r D-50 PAVEMENT REPAIR (E2-19) ............:....................................................................... SC-23 D-51 TRENCH SAFETY SYSTEM FOR'WATER DEPARTMENT PROJECTS ONLY.. SC-24 � D-52 SANITARY SEWER MANHOLES :........................................................................ SC-25 D-53 SANITARY SEWER SERVICES ,� ......................................................................... SC-28 D-54 NOT USED .........................:................................................................................. SC-29 D-55 REMOVAL, SALVAGE AND ABA�IDONMENT OF EXISTING FACILITIES......... SC-29 D-56 DETECTABLE WARNING TAPE� ................................................................�...... SC-30 ,� . D-57 PIPE CLEANING ........................:�....................................................................... SC-31 D-58 BARRICADES, WARNINGS ANC�oFLAGMEN ............................:......................... SC-31 D-59 DISPOSAL OF SPOIL/FILL MATERIAL ............................................................... SC-31 D-60 MECHANICS AND MATERIALMEMS LIEN ................................:........................ SC-31 D-61 SUBSTITUTIONS ........................ .,....................................................................... SC-32 ,D-62 PRECONSTRUCTION TELEVIS�ON INSPECTION/SANITARY SEWER LINES. SC-32 D-63 VACUUM TESTING OF SANITAf�Y SEWER MANHOLES .................................. SC-35 D-64 Bl'''PASS PUMPING .................. ' ........ .......................................................... SC-36 D-65 POST-CONSTRUCTION TELEVI�ION INSPECTION OF SANITARY SEWERS SC-36 D-66 SAMPLES AND QUALITY CONTROL TESTING ..............................�................... SC-38 D-67 TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL.. SC-39 D-68 INGRESS AND EGRESS/ ACCESS TO DRIVES ....................................:........... SC-40 D-69 PROTECTION OF TREES, PLAIVTS AND SOIL .................................................. SC-40 D-70 SITE RESTORATION ° ..:....... SC-40 .................:.............................................................. D-72 STATE REVOLVING FUND SR ....................................................................�.... SC-40 D-71 STANDARD PRODUCT LIS (•••�•� REQUIREMENTS ......................................... SC-40 D-73 TOPSOIL, SODDING AND SEEDING .................................................................. SC-41 D-74 CONFINED SPACE ENTRY PRC�GRAM ............................................................. SC-46 D-75 SUBSTANTIAL COMPLETION II�SPECTION/FINAL INSPECTION ................... SC-46 D-76 EXCAVATION NEAR TREES ....,� ........................................................................ SC-47 D-77 CONCRETE ENCASEMENT OF�SEWER PIPE .................................................. SC-47 D-78 CLAY DAM .................................�.�........................................................................ SC-48 D-79 EXPLORATORY EXCAVATION (D-HOLE) .......................................................... SC-48 D-80 INSTALLATION OF WATER FACILITIES ......................................;..................... SC-48 80.1 POLYVINYAL (CHLORIDE PVC��WATER PIPE .................................................. SC-48 80.2 BLOCKING .................................:......................................................................... SC-48� 80.3 TYPE OF CASING PIPE...........pti ......................................................................... SC-48 80.4 TIE-INS ......................................�......................................................................... SC-49 80.5 CONNECTION OF EXISTING NkAINS ................................................................. SC-49 80.6 VALVE CUT-INS .................................................................................................. SC-50 80.7 WATER SERVICES ...................:.....�.�................................................................. SC-50 80.8 2-INCH TEMPORARY SERVIC� LINE ................................................................ SC-52 80.9 ADJUST MANHOLES AND VAU�TS (UTILITY CU� .......................................... SC-53 80.10 ADJUST WATER VALVE BOXES ........................................................................ SC-53 80.11 PURGI4NG AND STERILIZATION OF WATER LINES .......................................... SC-53 80.12 WORK NEAR PRESSURE PLAI�E BOUNDARIES .............................................. SC-53 80.13 WATER SAMPLE STATION � ...... SG54 ......� ................................................................... 80.14 DUCTILE IRON AND GRAY IRQN FITTINGS .................................................... SC-54 D-81 SPRINKLING FOR DUST CONT�iOL .................................................................. SC-55 D-82 DEWATERING ..........................:.......................................................................... SC-55 . D-83 TRENCH EXCAVATION FOR DEEP TRENCHES ............................................... SC'-55 D-84 • TREE PRUNING .......................:.......................................................................... SC-5� � � o5/is/ss SG2 ,� � � � U � � � � � � � � � � � � � � � �. � :. 05/18/99 PART D - SPECIAL °CONDITIONS TREEREMOVAL ................................................................................................. SC-56 TESTHOLES ....................................................................................................... SC-56 SC-3 � PART D - SP�CIAL CONDITIONS FOR: REHABILITATION OF FORT WORTH, TEXAS � DOE PROJECT NO. SEWER PROJ'ECT NO. �� D-1 AWARD OF CONTRACT: The City i`eserves the right to abandon without obligation to the contractor, any part of the project, or the entire project, at any time before the contractor begins any construction work authorized by the City. Award, if made, shall be to the responsive low bidder. , � , The following shall apply for contract documents with multiple units of work. Each unit represents a separate project, each with an individual M/WBE specification and proposal section. The proposal sections are arranged to allow prospective bidders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if made, shall be to the responsive low bidder for each individual unit. If a contractor is the responsive low bidder on two units or more, a single set of contract documents consisting of all �pplicable units will be created and one single award of contract shall be made. The Contractor shall comply with the City's M/WBE Ordinance on each unit. Bidders shall submit individua��and separate monthly M/WBE reports for each Unii included in the Contract. � Construction time on all units will run conc�urrently. For situations involving approved contracts with multiple units, the iotal ailowable const uction completion time period for all the units shall be the same as the unit with the longest constr�uction time period. i' D-2 SUBMISSION OF CONTRACT d`�CUMENTS, CONSTRUCTION START TIME AND PRE-CONSTRUCTION SUBMIITALS: TF�e contractor(s) shall execute and return the contract docurnents to the Department of Engineerir�g within ten (10) working days after notification by the City. A Pre-Construction meeting date wi!! be e�tablished and noted in the Lette� to Contractor. The effective work order date will be set at the pre-construction conference. Ko The contractor(s) shal! be required to start construction on the project no later than ten (10) calendar working days after the pre-const�uction meeting date. The City shall begin to charge time on the project to the contractor eleven;days after the pre-construction meeting date. Per City ordinance 11923, the contractor(s) shall submit the letters of intent or a copy of the agreements with the approved M/WBE; subcontractor(s) at or before the pre-construction conference. To expedite M/WBE compliance contractors are strongly encouraged to submit the executed letters of intent (with M/WBE subcontractors) at the time of submittal of the UTILIZATION FORM or GOOD FAITH EFFORT FORM. The letter(s) must be signed by both parties. If the contractor(s) fails to submit:the letter(s) or agreement(s), the contractor(s) will not be allowed to begin work. Time on the project will start to accumulate at the end of the ten (10) days as stipulated above. � Additional submittals at time of pre-constr��tion meeting sha(( include (but not limited to): Contractors Work Pian and Schedule Disposaf Site for Waste Material Information Sub-Contractor ldentification , OS/18/99 SC-4 Y � � L:'] L�`J � � � � � LJ � � ! sJ ��J � � � l —J �� 0 � Li] � � � � � PART D - SPECIAL CONDITIONS Trench Safety Design (if required) Confined Space Entry Program Name and number of a responsible person for off hour emergencies Project schedule which must reflect a project completion date to be determined by the completion time period stipulated in the proposal section. The pre-construction conference is intended as a forum between the contractor and the appropriate City staff to go over the project in detail and to afford the contractor the opportunity to submit all the required documents listed above. If the contractor fails to submit any of the required documents, the contractor will not be allowed to begin work and time on the project viiill start to accumulate. D-3 GENERAL: The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the Engineer shall generally, but not necessarily, follow the guidelines listed below: 1. Plans 2. Contract Documents 3. Special Conditions The following Special Conditions shall be applicable to this project and shall govern over any �conflicts with the General Contract Documents under the provisions stated above. The . Contractor shall be responsible for defects in this project due to faulty materials and workmanship, or both, for a period of one (1) year from date of final acceptance of this project by � the City Council of the City of Fort Worth and will be required to replace at his, expense any part or all of this project utihich becomes defective due to these causes. � The City reserves the right to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. Contract, if awarded, shall be as described in "Award of Contract" above. � � ��, � Subject to modifications as herein contained, the Fort Worth Water Department's General Contract Documents and General Specifications, with latest revisions, are made a part of the General Contract Documents for this project. The Plans, these Special Contract Documents and the rules, regulations, requirements, instructions, drawings or details referred to by manufacturers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon the contractor. The specifications and drawings shall be .cor�sidered 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. Any Contractor performing any work on .Fort Worth water or sanitary sewer facilities must be pre- � qualified" with the Water Department to perform such work in accordance with procedures described in the current Fort Worth Water Department General Specifications, which general specifications shall govern performance of all such work. � o5�is�ss SC-5 � PART D - SPE�IAL CONDITIONS This contract and project, where applicable, rriay also be governed by the two following pubiished specifications, except as modified by these Sp�cial Provisions: STANDARD SPECIFICATIONS FOR STREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH � _ �M ' 2. STANDARD SPECIFICATIONS FOR� PUBLIC WORKS CONSTRUCTION - NORTH CENTRAL TEXAS � m A copy of either of these specifications may b� purchased at the office of the Transportation and Public Works Director, 1000 Throckmorton �Street, 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifi�ations applicable to each pay item are indicated by the call-out for the pay item by the designer. If not shown, th�en �pplicable published specifications in eifher of these documents may be followed at the discretion of the Contractor. General Provisions shall be those of`the Fort Worth document rather than`pivision 1 of the North Central Texas document. Bidders shall not separate, detach or remove any portion,` segment or sheets from the contract document at any time. Failure t� bid or futly execute contract without retaining contract documents intact may be grounds for designating bids as "non-responsive" and rejecting bids or voiding �ontract as appropriate as determinedW b'y the City Engineer. 4 x 1 INTERPRETATION AND PREPARAi`ION OFapROPOSAL: A. DELIVERY OF PROPOSAL: No proposal will be considered unless it is delivered, accompanied by its proper Bid Security, '�o 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 b"e considered. The Bidders must have the proposal actually delivered. Each proposal shall b� in a sealed envelope plainly marked with the word "PROPOSAL", and the name or descri��ion 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, PO Box 17027, Fort �VVorth, Texas 76102. � ,� B. WITHDRAWING PROPOSALS: Proposa�s actually filed with the Pu'rchasing 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 are opened and publicly re�d aloud, the proposals for which non-consideration requests have been properly filed mav, at the option of the Owner be returned unopened. C. TELEGRAPHIC MO�IFICATION OF PR�POSALS: 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 rec�ived 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 mai(ed prior to the proposal opening time. If such confirrnation is not received within forty-eight (48) hours after the proposal opening time, no further consideration will be given to the proposal. ` 05/i8/99 SQ-6 l�"J � � � � !�� L'J � � C'1 � � � L'J L;J � � � �� L�J � PART D - SPECIAL CONDiTIONS D-4 TAX EXEMPTIONS: This contract is issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04(F) of the� Texas Limited Sales, Excise and Use Tax Act. All equipment and materials nvt consumed by or incorporated into the project construction, are subject to State sales tax under House Bill 11, enacted August 15, 1991. All such taxes shall be included in the various amounts on the Proposal Form. The successful Bidder shall be required to submit a breakdown between labor and material costs prior to execution of the contract. D-5 PROJECT DESIGNATION: Construction under these Special Documents shall be pertormed under the Project Designation: Project No. PS46-07046410260 � D-6 EQUAL EMPLOYMENT PROVISIONS: Contractor shall comply with City Ordinance Number 7278 as amended by City Ordinance Number 7400 (Fort Worth City Code Sections 13- A-21 through 12-A-29) prohibiting discrimination in employment practices. I■ L. C'' C � � �� I�I � �I �, �1 li� The Contractor shall post the required notice to that effect on the project site, and at his request, will be provided assistance by the City of Fort Worth's Equal E ployment Officer who will refer any qualified applicant he may have on file in his office to the ontractor. Appropriate notices may be acquired from the Equal Employment Officer�� D•7 PRE-CONSTRUCTION CONFERENCE: Before the proj�ct work order is issued, a pre- construction conference shall be held with representatives of the f��llowing agencies present: City Engineering Department, �City Water Department, Gity Public Wor'cs bepartment, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contrdctor shafl submit a schedule of operations at the pre-construction conference. � i D-8 COORDINATION MEETINGS: For coordination purpos �s, weekly meetings at the job site may be required to maintain the project on the desired sch�dule. The Contractor shall be present at all meetings. � D-9 PROJECT ABANDONMENT: The City reserves tl�e righ: to abandon, without obligation to the Contractor, any part of the project, or the entire project, at any time before the Contractor begins any construction work authorized by the City. D-10 BREAKDOWN OF BID PROPOSAL: When requested y th`e Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Pr posal as lump sum items. This information is for use in the preparation of a recommendation to tfie City for award of contract. D-11 INDEMNfFICATION: The Contractor agrees to fully iudemnify and save whole and harmless the City, Owner and Engineer and Black & Veatch, ��P from all costs or damages arising out of any real or asserted claim or cause of action again t it of any kind or character and in addition from any and all costs or damages arising out of a y wrongs, injuries, demands or suits for damages, either real or,asserted, claimed against it that may be occasioned by any act, omission, neglect or misconduct of the said Contractor, his agent , servants and employees. The Contractor further agrees to comply with all applicable laws, regu ations, ordinances, building and construction codes of the City of Fort Worth and State of Texas and with any regulations for the protection of workers which may be promulgated by the Governr�ent and shall protect such work � . i os�is�ss SC-7 � PART D - �P�CIAL CONDITIONS fi with all necessary lights, barriers, safegt]ards and warnings as are provided for in said specifications and in the ordinances of said C�ity. •- . � D-12 CONTRACTOR COMPLIANCE WITF� WORKER'S COMPENSATION LAW: � �� A. Definitions: 1. Certification of coverage ("certificate"). A copy of a certificate of insurance, a certificate of authority to self-insure issued by the' commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), vshowing statutory workers'' compensation insurance coverage for the person's or entity's� employees providing services on a project, for the duration of the project. `" ,� 2. Duration of the �roject - includes th�ntime 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 governmental entity. i � � ., 3. Persons providing services on the °project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the services the contractor has undertaken to pertorm on the project, regardless of whether that person contracted directly with the contractor and regardless of whethe�;that person has employees. This includes, without limitation, independent contractors, '�ubcontractors, leasing companies, motor carriers, owner operators, employees of any such entity, or employees of any entity which furnishes persons to provide services �n the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other services related to a projec�: "Services" does not include activities unrelated to the project, such as food/beverage'vendors, office supply deliveries, and delivery of portable toilets. ° B. The Contractor shall 'provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any c'overage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) or all employees of the Contractor providing services on the project, for the ciuration of the project. ,, C. The Contractor must provide a certificate�pf coverage to the governmental entity prior to being awarded the contract. a� . D. 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 go Fernmental entity showing that coverage has been extended. . E. The Contractor shall obtain from each person providing services on a project, and provide the governmental entity: �� A certificate of coverage, prior to that person beginning work on the project, so° the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the project; and � ' 05/i8/99 �, ., SC=,8 � � �� lR7 � � I� � L�J �J PART D - SPECIAL CONDITIONS 2. No later than seven days after receipt by the contractor, a new certificate of coverage showing extension of coverage, if the coverage period shoWn on the current �certificate of coverage ends during the duration of the project. F. The contractor shall retain all required certific�tes of coverage for the duration of the project and for one year thereafter. G. The contractor shall notify the governmental entity" in writing by certified 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. H. The contractc�r shall post on each project site a notice, in the text, form and manner prescribed by the Texas Worker's Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. I. The contractor shall contractually require each person with whom wit contracts to provide services on a project, to: . 1. Provide coverage, based on proper reporting on alassification codes and payroll amounts and filing of any coverage agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; ' 2. Provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; 3. Provide• the Contractor, prior to the end of the coverage period, a new certificate of coverage showing �extension of coverage, if the coverage period shown on the current � certificate of coverage ends during the duration of the project; 4. Obtain from each other person with whom it contracts, and provide to the Contractor: a.) A certificate of coverage, prior to the other person beginning work on the project; and b.) A new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project. 5. Retain all required certificates of coverage on file for the duration of the project and for one year thereafter.. 6. Notify the governmental entity 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 ,'�� 05/18/99 SC-9 I; PART D - $PECIAL CONDITIONS 7. Contractually require each person with whom it contracts, to perform as required by paragraphs (1)-(7), with the certificates of coverage to b.e provided to the person for whom they are providing services. ' ° � 8. By signing this contract or providing or causing to be provided a certificate of coverage, the contractor is representing to the governmental entity that all employees of the contractor who will provide serJ�ces on the project will be covered by worker's compensation coverage for the duration of the project, that the �coverage will be based on proper reporting of 'classification 'codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self- - insured, with the commission's Divi'sion of Self-Insurance Regulation. Providing false� or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. ; 9. The cdntractor's failure to comply vtrith any of these provisions is a breach of contract by the contractor which entitles the gOvernmental entity to declare the contract void if the contractor does not remedy the b're'ach within ten days after receipt of notice of breach from� the governmental entity. ,' J. The contractor shall post a notice on ea��h project site informing all persons providing services on the project that they are required �o be covered, and stating how a person may verify cu`rrent coverage and report failure to provide coverage. This notice does not satisfy other posting requirements imposed by the Texas Worker's Compensation Act or other Texas Worker's Compensation Commission rules. This notice must be printed with a title in at least 30 point' bold type and text in at least 1�� 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 a�ditional words or changes: �� "REQUIRED WORKER'S COMPENSAT�ON COVERAGE The law requires that each person wor4ting on this site or providing services related to this construction project must be covered 6�y 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, regardless of the identity of their employer or status as an employee." x. Call the.Texas Worker's Compensation roCommission at (512)440-3789 to receive information on the legal requirement for coverage, �to verify whether your employer has provided the required coverage, or to report an employer's failure to provide coverage". � D-13 MINORITY AND WOMENS BUSINESS ENTERPRISE (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinan�� No: 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. The Ordinance is incorporated in these speci�ications by reference. A copy of the Ordinance may be obtained from the Office of the City Secr�`tary. Failure to comply with the ordinance shall be a material breach of contract. � � o5��s�ss SC-10 [�� 1 � � � L� L' L�7 � � PART D - SPECIAL CONDITIONS The M/WBE UTIL(ZATION FORM, M/WBE GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM; as applicable, �must be submitted within five (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. Upon request, contractor agrees to provide the City complete and accurate information regarding actual work performed by a Minority or Women Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agrees to permit an audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts (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 statement. Further, any such misrepresentation (other than a negligent misrepresentation) and/or commission of fraud will result in the Contractor being determined to be irresponsible and barred from participating in City work for a period of time of not less than three years. The City will consider the contractor's performan�e regarding its M/WBE program in the evaluation of bids. Failur'e to comply with the City's M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non-responsive to specifications. Contractor shall provide copies of subcontracts or co-signed letters of intent with approved M/WBE subcontractors prior to issuance of the Notice to Proceed. Contractor shall also provide monthly reports on utilization of the subcontractors to the City's M/WBE office. The Contractor may count first and second tier subcontractors and/or suppliers toward„ meeting the goals. The Contractor may count toward its goal a portion of the total dollar amount of the contract with a joint venture equal to the percentage of the M/WBE participation in the joint venture for a clearly defined portion of the wor�C to be performed. All M/WBE contractors used in meeting the goals must be certified prior to the award of the Contract. The M/WBE contractor(s) must be certified by either the North Central Texas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOl�, Highway Division.and must be located in the nine (9) county marketplace at time of bid. The Contractor shall contact all such M/WBE subcontractors or suppliers prior to listing them on the M/WBE utilization or good faith effort forms as applicable. Failure to contact the listed M/V1IBE subcontractor or supplier prior to bid opening may result in the rejection, of bid as non-responsive. Whenever a change order affects the work of an M/WBE subcontractor or supplier, the M/WBE � sh�all be given an opportunity to perform the work. Whenever a change order exceeds 10% of the original contract, the M/WBE coordinator shall determine the goals applicable to the work to be performed under the change order. . � � � � a During the term of the contract the contract shall: 1. Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, and, 2. If substantial subcontracting and/or substantial supplier opportunities arise during the term of the contract which the contractor had represented he would perform with his forces, the contractor shall notify the City before subcontracts or purchase orders are let, and shall be required to comply with modi�cations to goals as determined by the City, and , 05/18/99 SC-11 � �� PART,D - SP;ECIAL CONDITIONS 3. Submit a REQUEST FOR APPROVAL OF CHANGE FORM, if the contractor desires to change or delete any of the M/WBE subcontractors or suppliers. Justification for change may be granted for the following: �� , a. Failure of Subcontractor to provjde evidence of coverage by Worker's Compensation Insurance. , �� b. Failure of Subcontractor to provide required"'general liability of other insurance. �A a. Failure of Subcontractor to execute a standard subcontract form in the amount of the proposal used by the Contractor in preparing his M/WBE Participation plan. `d. Default by the M/WBE subcbntractor or supplier in the performance .of the subcontractor. a' te Within ten (10) days after final payment from the City, the• contractor shall provide the M/WBE Office with docur'�entation �b reflect final participation of each subcontractor and supplier used on the project, inclusive of M/VVBEs. � D-14 OMIT ° �, D-15 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 C6ntract Documents, in which no specific item for bid has been provided for in the Proposal, shall be consi�ered as a subsidiary item of work, the cost of which shall be included in the price bid in the Pro�osal for each bid item. Surface restoration, removal and replacement of fencing, and cleanup� a�e general items of work which fall in the category of subsidiary work. , D-16 WAGE RATES: The labor classifications and minimum wage rates set forth herein have been predetermined by the City Council o#, the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevailing classifiGations 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 sfiall less than the following rates of wages be paid. (Attached) o � 1� CITY O� FORT WORTH HIGHWAI�:CONSTRUCTION PREVAILING 1NAGE RATE FOR 1995 � CLASSIFICATION Air Tool Operator Asphalt � Raker Asphalt Shoveler Batching Plant Weigher Batterboard Setter Carpenter Concrete Finisher (PAV) RATE $7.554 $8.565 $8.255 $9.371 $8.920 $9.447 $9.345 � CLASSIFICATION Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common Laborer, Utility Mechanic Oiler RATE $8.913 $8.686 $8.427 $6.402 $7.461 $1,0.658 $8.698 o5/is/ss SC=� 2 L�J u � � � � � � � � � � � � � � Concrete Finisher (STRS) Concrete Rubber Electrician . Flagger Form Builder (STRS) CLASSIFICATION PART D - SPECIAL CONDITIONS $9.058 $7.733 $12.761 $5.598 $8.717 RA�'E Servicer Piledriver Pipelayer Blaster CLASSIFICATION $8.104 $7.500 $8.509 $11.333 RATE POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operator $7.908 Bulldozer, 150 HP or Less. $8.703 Bulldozer, Over 150 HP $9.160 Concrete Paving Curing, Mach.$8.213 Concrete Pav Finishing Mach. $9.453 Concrete Paving Form Grader$8:500 Concrete Paving Jbint Mach. $9.042 Concrete Paving Joint Sealer $7.350 Concrete Paving Float . $7.875 Concrete Paving Saw $9.�290 Concrete Paving Spreader $9.750 Slipform Machine $9.000 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (Less than 1 'h cy) $9.513 Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel (1 '/2 cy & Over) $10.517 Crushing or Scrng Plt Opr. $9.500 Elevating Grader Foundation Drill Oper. (Crawler Mounted) $10.000 Foundation Drill Operator (Truck Mounted) $11.138 Foundation Drill Opr Helper Front Ent Loader (2'/2 CY or Less) $8.823 �Front Ent Loader (Over 2'h Cl� $9.311 Hoist (Double Drum"& Less) $8.917 Milling Machine Operator $6.650 Mixer (Ove'r 16 C� $9.000 Mixer (16 CF & Less) $7.913 Mixer - Concrete°Paving $9.500 Motor Grader Operator (Fine Grade) $10.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 05/18/99 SC-13 Posthole Driller Operator $9.000 Roller, Steel Wheel (Plant-Mix Pavements) $8.339 Roller, Steel Wheel (Flatwheel or Tamping) $7.963 Roller, Pneumatic Self-Pro $7.403 Scraper - 17 CY & Less $8.138 Scraper - Over 1�7 CY $8.205 Side Boom $7.793 Tractor - Crawler Type (150 HP & Less) $8.448 Tractor - Crawler Type (Over 150 HP) $8.873 Tractor - Pneumatic $7.735 Traveling Mixer $7.615 Trenching Machine - Light $8.188 Trenching Machine - Heavy �$12.498 Wagon-Drill, Boring Machine $9.000 Reinforcing Steel Setter (Paving) $9.218 Reinforcing Steel Setter (Structural) $11.548 ,Steel Worker - Structural $16.300 Sign Erector $11.436 Spreader Box Operator $6.988 Barricade Servicer Zone Wk. $6.402 Mounted Sign Installer � (Permanent Ground) $6.402 Truck Driver - Single Axle (Light) $7.465 Truck Driver - Single Axle (Heavy) � � $8.067 Truck Driver - Tandem Axle (Semi-Trailer) $7.816 Truck Driver -• Lowboy/Float $9.653 Truck Driver - Transit Mix $7.507 Truck Driver - Winch $8.200 Vibrator Operator $7.000 Welder . $10.459 PART D - SP�CIAL CONDITIONS, D-17 EASEMENTS AND PERMITS: The performance of this contract requires certain temporary construction, right-of-entry agre�ments, and/or permits to perform work on private property. The City has attempted to obtain the temp�tary construction and/or right-of-entry agreements for properties where construction activity is necessary on City owned facilities, such as sewer lines or manholes. For locations where the City was unable to obtain the easement or �right-of-entry, it shall be the Contractor's responsibility to ob�ain the agreement prior to beginning work on subject property. This shall be subsidiary to the co�tract. The agreements which the City has obtained are available to the Contractor for review py contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of the Contractor to obtain written permission from property owners to perform such work as cleanout repair and sewer service replacement on private property. Contractor shall adhere to all requirements of Paragraph C6-6.10 of the General Contrac�,�ocuments. The Contractor's attention is directed to the agreement terms along with any special conditions that may have been imposed on these agreements, by the property owners. The easements and%or private property shaf� be cleaned up after use and restored to its original condition or better. In event additional wor�C room is required by the Contractor, it shall be the Contractor's responsibility ta obtain written permission from the property owners involved for the use of additional property required. No add�tional payment will be allowed for this item. 0 D-18 COORDINATION WITH FORT 1�VORTH 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. 0 D-19 DAMAGE TO PRIVATE PROPERTI(: The Contractor shall immediately repair or replace any damage to private property, including �`ut not limited to fences, walls, pavement and water and sewer services, at no cost to'the Owne�. This shall be subsidiary to the contract and not a separate pay item. � D-20 S�IOP DRAWINGS: Shop drawings shall be submitted by the Contractor to the Construction Engineer, for all equipment ana materials for this project. Contractor shall submit seven (7) copies of shop drawings, Iayouts,;Imanufacturer's data and material schedules as may be required by the Engineer for his review. ;° Such review by the Engineer shal( include checking for general conformance with the design concept of the project and general compliance with information given in the General Contract Documents. Indicated action by the Engineer, which may result from his review, shall not constitute concurrence with any deviation from the plans and specifications unless such deviations are specifically identified by the method described below, and further shall not relieve the Contractqr of responsibility for errors or omissions in the submitted data. Processed shop drawing �ubmittal are not change orders. The purpose of submittals, by the Contractor, is to demo�"strate that the Contractor understands the design.. concept, and that he demonstrates his understanding by indicating which equipment and materials �he intends to furnish and install, and by detailing the fabrication and installation methods he intends to use. If deviations, discrepancies or conflicts between submittals and`the� design drawings and/or specifications are �discovered, either prior to or after submittals are processed, the design drawings and specifications shall govern. The Contractor shall be a 05��8�ss SC-v14 � � 1�1 � L�� Pl�RT D - SPECIAL CONDITIONS responsible for all dimensions which are to be confirmed and aorrelated at the job site, fabrication processes and techniques of construction, coordination of his work with that of other trades and satisfactory performance of his work. The Contractor shall check and verify all measurements and review �submittals prior to being submitted, and sign or initial a statement included with the submittal, which signifies compliance with the plans and specifications and dimensions suitable for the application. Any deviation from the specified criteria shall be expressly stated in writing in. the submittal. ° � Shop drawings shall be submitted for the following items prior to installation: 1. All pipe 2. Reinforced steel fabrication for structures � L�J � L� � L! L!I [#� � I�I 3. Cast Iron structural appurtenances Shop drawings must be approved by the Engineer prior to the start of work. D-21 CROSSING OF EXISTING UTILITIES: Where a proposed wate� line crosses over a sanitary sewer or sanitary sewer service line and/or proposed sewer fine crosses over a water line and the clear �vertical distance is less than 9 feet .barrel to barrel, the sanitary sewer or sanitary sewer service line shall be made water tight or be constructed of ductile iron pipe. The required length of replacement shall be determined by the Engineer. The material for sanitary sewer mains and sanitary sewer� laterals shall be Class 51 Ductile Iron Pipe with polyethylene wrapping. The material for� sanitary sewer service lines shall be extra strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or neoprene coupling ASTM C-425 with series 300 stainless steel compression straps. Payment for work such �as backfill, fittings, tie-ins and all. other associated appurtenances required, shall be included in the linear foot price of the appropriate bid item. D-22 EXISTING UTILITIES AND IMPROVEMENTS: 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 exposed by his, construction operations. Contractor shall make all necessary provisions for the support, protection, relocation, and/or temporary relocation of all utility poles, gas° lines, telephone �cables, utility services, water mains, sanitary sewer lines, electrical cables, drainage pipes, and all other utilities and structures both above and below ground during construction. The Contractor is liable for� all damages done to such existing facilities as a result of his operations and any and all cost incurred for the protection and/or temporary relocation of such facilities shall be included in the �cost bid per linear foot of pipe installed. NO ADDITIONAL COMPENSATION WILL BE ALLOWED. � Where existing utilities or service lines are cut, broken or damaged the Contractor shall replace or � repair the utilities or service lines with the same type of original material and construction, or better, unless otherwise shown or noted on the plans, at his own cost and expense. The Contractor shall immediately notify the Owner of the damaged utility or service line. He shall � 05/18/99 SC-15 � PART D — SPECIAL CONDITIONS e cooperate with the Owners of all utilities to locate existing anderground facilities and notify the Engineer of any conflicts in grades and ali�nment. Any and all permanent strt�ctures such as°parking lot surface, fencing, and like structures shall be replaced at no cost to the City by material ,of equal value �nd quality as that damaged. 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 v►Gith until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to venter 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. The utility lines and conduits shown on theaplans are for information only and are not guaranteed by the City of the Engineer to be accurate as to extent, location, and depth; they are shown on the plans as the best information available at the time of design, from the owners of the utilities involved and from evidences found on the ground. . D-23� CONSTRUCTION TRAFFIC OVER PIPELINES: It is apparent that certain construction vehicles could exceed the load bearing �capacity of the pipe under shallow-�bury conditions. It will be the responsibility of the Contractor to ,�rotect both the new line and the existing lines from• these possibly excessive loads. The Cont,r„actor shall not, at any time, cross the existing or new pipe with a truck delivering new pipe to th� site. Anv damaae to the existing or new pipe will be repaired or replaced by the Contractor, at tlie Contractor's expense, to the satisfaction of the City. In Iocations where it is not permissible to �ross the existing or proposed pipes without additional protection the Contractor may elect to provide additional protection of the pipes so that more frequent crossings of the pi,pes are allowed. It still is, however, the responsibility of the Contractor to repair any damage to the exis�ing or proposed lines, if the damage results from any phase of his construction operation. � D-24 TRAFFIC CONTROL: The Contr�,ctor shall be responsible for providing traffic control during the construction of this project consistent with the provision set forth in the "1980 Texas Manual on Uniform Traffic Control Devicesyfor Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on Highways," codified as Article 6701 d Vernon's Civil Statutes, pertinent sections being Section Nos. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, February 1979, Traffic Control Handbook for Construction and Maintenance Work A��s. The Contractor will not remove any regulatory sign, instructional sign, street name sign or other sign which has been erected by the City. i If it is determined that a sign �must be removed to permit required construction, the Contractor shall contact the Transportation/Public Works Department, Signs and Markings Division, (Phone Number 871-8100) to remove the sign. In the case of regulatory signs, the Contractor mu'st replace the permanent sign with a temporary sign meeting the requirements of the above-re�erenced manual and such temporary sign must be installed prior to the removal of the permanent sign. If the temporary sign is not installed correctly or if it does not meet the required specifications, the permanent sign shall be left in place until the temporary sign requirements are met. When construction work is completed to the extent that the permanent sign can be reinstalled, the Contractor shall again contact the Signs and Markings os�is�ss SC.16 , � � �� 'iJ L■' L�' I� � {� � � I� �' � � PART D - SPECIAL CONDITIONS Division to reinstall the permanent sign and shall leave his temporary sign in place until such reinstallation is compteted. 1. The Contractor shall furnish barricades, flares, etc., for the protection of the public and the work. 2. The cost of the traffic control shall be included in the�price bid for pipe complete in place as bid in the Proposal, and no other compensation will be allowed. 3. The Contractor shall furnish� a traffic control plan to the �ity �,at the pre-construction meeting. The cost for traffic control shall be subsidiary to the unit prices for this project. D-25 PAYMENT: Payment for all work and material involved in salvaging, abandoning, and/or re�noving of existing facilities shall be included in the linear foot bid price of the pipe except as follows: 1. Separate payrnent will be made for removal of all fire hydrants, gate valves 16-inch and larger, andHsanitary sewer manho�es regardless of location. 2. Payment will b� made for salvaging, abandoning, and/or removing of all other existing facilities when said facility is not being replaced in the same trench, i.e., when removal requires a separate trenching operation. D-26 DELAYS: The Contractor �shall receive no compensation for delays or hindrances to the work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. When such extra compensation is claimed, a. written statement -thereof shall be presented by the Contractor to the Engineer, and if by him found correct, shall be approved and referred by him to the Council for final approval or disapproval; and the action thereon by the Council shall be final and binding. If delay is caused by specific orders given by the Engineers �to stop work, or by the performance of extra work, or by the 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 shall release the Contractor or the surety on his performance bond from all his obligations hereunder which shall remain in full force until the discharge of the contract. D-27 DETOURS: The Contractor shall prosecute his work in such a manner as to create a minimum of interruption to traffic and pedestrian facilities and to the flow of vehicular and pedestrian traffic within the project area. D-28 BARRICADES AND WARNING SIGNS: Barricades, warning and detour signs shall conform to the Standard Specifications "Barriers and Warning an,d/or Detour Signs," Item 524, and/or as shown on the plans. Construction signing and barricades shall conform with "1980 Texas Manual on Uniform Traffic Control Devices, Vol. No. 1" or latest edition there of. D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such examinations and explorations as may be necessary to determine all conditions which may affect construction of this project. Particular attention should be given to methods of providing ingress and egress to adjacent private and public properties, procedures for protecting existing improvements and disposition of all materials to be removed. Proper o5/is�ss SC-17 PART D - SPECIAL CONDITIONS � �� consideration should be given to these d`etails during the preparation of the Proposal and all unusual conditions which may give rise tq.later contingencies should be brought to the attention of the Owner prior to the submission of the�Prc�posal. D-30 ZONING COMPLIANCE: During "�he construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property for storage purposes. �_ yk .� D-31 WATER FOR CONSTRUCTION: �� Water for construction will be furnished by the Contractor at his own experise. ' D-32 WASTE MATERIAL: All waste ma�erial shall become the property of the Contractor and shall be disposed of by the Contractor at I,.ocations approved by the Engineer. All material shall be disposed of in such a manner as to present a neat appearance and to not obstruct proper drainage or to cause injury to street improvements or to abutting property. D-33 CLEANUP FOR FINAL ACCEPTAf�CE: Final cleanup work °shall be done for this project as soon as all construction has been completed. No more than seven days shall elapse after completion of construction before the roadway, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contractor shall make a final cleanup of all parts of the work before acceptance by the City of Fort Wo�th or its representative. This cleanup shall include removal of all objectionable rocks, pieces o�asphalt or concrete and other construction materials, and in general preparing the site of the , ork in an orderly manner and appearance. Final acceptance of the completed project work s�all be given by the City of Fort Worth Department of Engineering. ' � w, � D-34 PROPERTY ACCESS: Access to"adjacent property shall be maintained at all times unless otherwise directed by the Engineer. ° D-35 CONSTRUCTION SCHEDULE AND_ SEQUENCING OF WORK: Prior to executing the Contract, it shall be the responsibility of .the Contractor to furnish a schedule outlining the anticipated time for each phase of constrt�ction with starting and completion dates, including sufficient time being allowed for cleanup. '� 5 D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following procedures will be followed regarding the su�ject item on this contract: � � 1. A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at twelve feet shall b placed inside and outside vehicles such as cranes, derricks, power shovels, drilling rigs, pile drivers, hoisting equipment or similar apparatus. The warning sign shall read as follows: "WARNING - UNLAWFUL TO OPERATE THIS EQUIPMENT WITHIN SIX FEET OF�HIGH VOLTAGE LINES." 2. Equipment that may be operated wit�iin ten feet of high voltage lines shall have insulating cage-type of guard about the boom or arm, except back hoes or dippers, and insulator links on the lift hook connections. � 3. When necessary to work within six f�et of high voltage electric lines, notification shall be given the power company (Texas l�tility Electric) who will erect temporary mechanical 05/18/99 SCi�1 $ L^� � PART D - SPECIAL CONDITIONS barriers, de-energize the lines, or raise or lower the lines. The work done by the power company shall not be at the expense of the City of Fort Worth. The notifying department shall maintain an accurate log of all such calls to Texas Utility Electric, and shall record action taken in each case. � 4. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raising of high voltage lines at the Contractor's sole cost and expense. C� � � '�J � C�7 L� � � L!� � u � �."'J �L�J 5. No person shall work within six feet of a high voltage line without protection having been taken as outlined in Paragraph (3). � D-37 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: The Contractor covenants and agrees to indemnify, hold harmless and defend the City and Black & Veatch, LLP, and their officers, agents servants,or employees, and/or owners of the units and Iot abutting the units in this contract from and against any and all claims for damages or injuries, including death, to any and all persons or property, of whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed by said Contractor, its officers, agents, servants or employees, under the terms and ,conditions of this Contract, whether or not caused by negligence on the part of the City or Black & Veatch, LLP, or their officers, agents, servants or employees; and said Contractor does hereby covenant and agree to assume all liability and responsibility of City and Black & Veatch, u.P for injuries, claims or suits for damages to any and all persons or property, of whatsoever kind or character, occurring during the term of this agreement and arising out of or by reason of service, covenants or agreements performed by said Contractor, its officers, agents, servants or employees. Contractor likewise covenants ar�d agrees to, and does hereby, indemnify and hold h�rmless the City and Black & Veatch, uP f�om and against any and all injuries or damages to property of City during the pertormance Iof any of the terms and conditions of this Contract, whether arising out of or in connection with or resulting from any and all acts or omissions of the City and Black & Veatch, LLP, their officers, agents, servants, or employees, or caused by negligence on the part of City or Black & Veatch, LLP, or their officers, agents, servants employees and/or owners of the units and lots abutting the units in this contract. In the event a written claim for damages against the ContractQr remains unsettled at the time all work on the project has been completed to the satisfaction of the Director for the Department of Engineering, as evidenced by a final inspection, final payment to the Contractor shall not be recommended by the Director of Department of Engineering 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. Although the claim concerned remains unsettled as of the expiration of the above 30-day period, the Contractor may be deemed to be entitled to a semi-final payment for work completed, such semi-final payment to be in an amount equal to the total dollar amount then due less the dollar value of any written claims pending against the Contractor arising out of the performance of such work, and such semi-final payment may then be recommen,ded by the Director. 05/18/99 SCi-1 9 , PART D - SPECIAL CONDITIONS r The Director shail not recommend final payment to a Contractor against whom such a claim for damages is outstanding for a period of six months following the date of the acceptance for the work performed unless the Contractor subrriits evidence in writing satisfactory to the Director that: r+ 1. The claim has been settled and a�elease has been obtained from the claimant involved, or 2. Good f�ith efforts have been made'to settle such outstanding class, and such good faith efforts have failed. ��; � Ny � If condition (1). above is met. at any t�me within the six-raionth 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 �irector may recommend that the final p�yment to the Contractor be made. At the expiration of the six-month period, the Director may recommend that final payment be mad� if all other work �has been performed and all other obligation of the Contr"actor have been met to the satisfactior5 of �fie Director. � The Director "may, if he deems it approp°r,iate, refuse to accept bids on other Department of Engineering contract work from a Contractor against whom a claim for damages is o.utstanding as a result of work performed under a City contract or under a developer-let eontract for City of Fort Worth street and/or 'storm drainage facilitiesl � :� � D-38 SANITARY FACILITIES FOR WO�KERS: The Contractor shall provide all necessary sanitary conveniences for the' use of workers at the project site. Specific attention is directed to this requirement. �� . � D-39 LEGAL RELATIONS AND RESP(�NSIBILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the r"equirements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort VI%rth General Conditions. � D-40 RI`GHT TO AUDIT: A. Contractor agrees that the City shall, u�'til the expiration of three (3) years after final payment under this contract have access to and the right to examine and photocopy any directly pertinent books, documents, papers and records of the Contractor involving transactions relating to this contract. Contractor agrees that the City shall have access during normal working hours to all necessary Contr�ct�r facilities and shall be provided adequate and appropriate work space in order to con�duct audits in compliance with the provisions of this section. The City shall give Contract�r reasonable advance notice of intended audits. �, B. Contractor further agrees to include in all its subcontracts hereunder a provision to the e.ffect that the subcontractor agrees that the C��ity shall, under 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 subcontra�tor facilities, and shall be provided adequate and appropriate work space, in order to conduct audits in com�pliance with the provisions of this article together with subsection (c) hereof. City shall give subcontractor reasonable advance notice of intended audits. ." 05/18/99 SC-2� � PART D - SPECIAL CONDITIONS C. Contractor and subcontractor agree to photocopy such documents as may be requested by th� City. The City agrees to reimburse Contractor for the cost of copies as follows: 2. copies and under - 10 cents per page 3. more than 50 copies - 85 cents for the first page plus fifteen cents for each page thereafter D-41 INCREASE OR DECREASE IN QUANTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole responsibility to verify all pay item quantities prior to submitting a bid. When the quantity of the work to be done or materials to be furnished under any pay item of the contract is more than 125% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to� the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work above 125% of the quantity in the contract. � When the quantity of the work to be done or materials to be furnished under any pay item of the contract is less than 75% of the quantity stated in the contract, whether stated by Owner or by Contractor, then either party to the contract, upon demand, shall be entitled to negotiate for revised consideration on the portion of work below 75% of the quantity stated in the contract. This paragraph shall not apply in the event Owner deletes a pay item in its entirety from this contract. ' In the� event Owner and Contractor are unable to agree on a negotiated price, Owner and Contractor agree that the consideration will be the actual field cost of the work plus 15% as described herein below, agreed upon in writing by the Contractor and Director of Department of Engineering and Contractor and Director of,Department of Engineering and approved by the City Council. after said work is completed, subject to all other conditions of the contract. As used herein, field cost of the virork will include the cost of all virorkmen, foremen, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actually used on such work only, plus all power; fuel, lubricants, water and similar operating expenses; and a ratable portion of premiums on performance and payment bonds, public liability, Workers Compensation and all other insurance required by law or by ordinance. The Director of Department of Engineering will direct the form in which the accounts of actual field cost will be kept and will recommend in writing the me,thod of doing the work and the type and kind of equipment to be used, �but such work will b'�e performed by the Contractor as an independent Contractor and not as an agent or employee of the City. The 15% of the actual field cost to be paid to the Contractor shall cover and compensate him for profit, overhead, general supervision and field office expense, and all other elements of cost and expense not embraced within the actual field cost as herein specified. Upon request, the Contractor shall provide the Director of Department of Engineering access to all accounts, bills and vouchers relating thereto. D-42 CUITING OF CONCRETE: When existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsidiary to the unit cost of the respective item. D-43 PROJECT DESIGNATION SIGN: Project signs are required at all locations. It shall be in accordance with the attached Figure 30 (dated 9-18-96). The signs may be mounted on skids or posts. The exact locations and methods of mounting shall be approved by the Engineer. In 05/18/99 SC-21 PART D - SP�CIAL CONDITIONS ., � addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole rehabilitation or replacement is li�ing conducted. Signs suspended from barricading shall be placed in such a way that signs d!o not interfere with reflective paint or coloring on the barricades. Barricade signs shall be in accc�rdanc.e with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall h�ve the following information: For Questions on this Project Call: ; (817)871-8306 M-F 7:30 am to 4:30 p.m. � or (817)871-8300 Nights and Weekends Any and all cost 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. 1 Y D-44 CONCRETE SIDEWALK AND DRIV�WAY REPLACEMENT: At locations in the p`roject where mains are required to be placed under existing sidewalks and/or driveways, such sidewalks and/or driveways shall be comp�etel.y �replaced for the full existing width, between existing construction or expansion joints wifh 3000 psi concrete with reinforcing steel on a sand cushion in accordance with City of Fort Wor,th Transportation/Public Works Department Standard Specifications for Construction, Item 504. �; � ' At locations where mains are required to be��laced under existing curb and gutter, such curb and gutter shall be replaced to match type and,geometry of the removed curb and gutter shall be installed in accordance with City of Fort Worth Public Works Department Standard Specification for Construction, Item 502. Payment for cutting, backfill, concrete, formi�g materials and all other associated appurtenances required, shall be included in the square y,ard price of the bid item for concrete sidewalk or driveway repair. ' D-45 MISCELLANEOUS PLACEMENT O� MATERIAL: Material has been allocated under � . various bid items in the Proposal to establish; unit prices for miscellaneous placement of material. These materials shall be used only when directed by the Engineer, depending on field conditions. Payment for miscellaneous placement of material will be made for only that amount of material used, measured to the nearest one-tenth uni�. Payment for miscellaneous placement of material shall be in accordance with the General C�ntract Documents regardless of the actual amount used for the project. � oa D-46 TYPE "C" BACKFILL: Excavated material used for Type "C" backfill must be meehanically compacted unless the Contr�ctor can furnish the Engineer with .satisfactory evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report from an independent testing laboratory and'must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. � If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the te'st report requirement. See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.** ,� , 05/18/99 SC,—?2 �o � � * � �l �� '�J L•J 1� L..�'.! � L�'J � � �!] i� O � Revised 3/20/81 Revised 4/20/81 PART D - SPECIAL CONDITIONS D-47 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 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, Construction Specifications, General Contract Documents. Payment for crushed limestone backfill in° place shall be made at the unit price bid in the�Proposal multiplied by the quantity of material used measured in accordance with E2-2.16 Measurement of Backfill Materials, Construction Specifications, General Contract Doc�ments. D-48 2:27 CONCRETE: Transportation and Public Works Department typical sections for Pavement and Trench Repair for Utility Cuts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes the word "concrete", the consistent interpretation of the Transportation and Public Works Department is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. ` D-49 TRENCH EXCAVATtON, BACKFILL, AND COMPACTION: Trench excavation and backfill under parking lots, driveways, gravel surfaced roads, within easements, and within existing or future R.O.W. shall be in accordance with'Section Ei-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specifications except as specif'red herein. A. TRENCH EXCAVATION: In accordance with Section E2-2 Excavation and Backfill, if the stated maximum trench widths are exceeded, either through accident or otherwise, and if the Engineer determines that the design loading of the pipe will be exceeded, the Contractor will be required to support the pipe with an improved trench bottom. The expense of such remedial measures shall be entirely the Contractor's own. All�trenching operations shall be confined to the width of permanent rights-of-way, permanent easements, and any temporary construction easements. All excavation shall be in strict compliance with the Trench Safety Systems Special Condition of this document. i B. TRENCH BACKFILL: Trenches which lie outside of existing or future pavement shall be backfilled above the top of the embedment material with Type "C" backfill material. Excavated material used for Type "C" backfill must be mechanically compacted unless the Contractor can furnish the Engineer with satisfactory evidence that the P.I. of the excavated material is less than 8. Such evidence shall be a test report from an independent testing laboratory and must include representative samples of soils in all involved areas, with a map showing the location and depth of the various test holes. If excavated material is obviously granular in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See Ei -2.3, Type "C" or "D" B�ckfill, and E2-2.11 Trench Backfill for additional requirements. When Type "C" backfill material is not suitable, at the direction of the Engineer, Type "B" backfill material shall be used. In general, all backfill material for trenches in existing paved streets shall be in accordance with Figure(s) A, B, C, or D. Sand material specified in Figure(s) A-D shall be obtained from an approved source and shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: 05/18/99 S C,-23 � PART D - SP�CIAL�CONDITIONS :� Size Siev� � % Retained #4 � � 0-5 #16 �° 0-20 #50 � 0-50 #100 �k 60-95 #200 '� 90-100 ,� ' (P.I. = 8 or less) � ., C. TRENCH COMPACTION: All trench b�ckfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or fu{ure pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D698) by means of tamping only. Trenches which lie under existing or fu�'ure paverrient shall be backfilled per Figure A with 95% Standard Proctor Density by jetting,;mechanical tamping, or a combination of inethods. Backfill material to be mechanically tarriped must be within +-4% of its optimum moisture content. The top two (2) feet of sewer lin,� trenches and the top eighteen (18) inches of water line may be rolled in with heavy equipmer�t tires, provided it is placed in lifts appropriate to the material being used and the operation can be performed without damage to the installed pipe. �p The City, at its own expense, will performitrench compaction tests per A.S.T.M. standards on all trench backfill. Any retesting required as a resuft of failure to compact the backfill material to meet the standards will be at the ex�ense of the Contractor and will be billed at the commercial rates as determined by the City. These soil density tests shall be performed at two (2) foot vertical intervals beginning a� a level two (2)_ feet above the top of the installec� pipe and continuing to the top of the co�npleted backfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be responsible for providing access and trench safety system to the level of trench bac�cfill to be tested. No extra compensation will be allowed for exposing the backfill layer to �ie tested or providing trench safety system for tests conducted by the City. D. MEASUREMENT AND PAYMENT: All material, including any and all Type "B" backfill, and labor costs of excavation and backfill will,be included in the price bid per linear foot of water and sewer pipe. � D-50 PAVEMENT REPAIR (E2-19�: The unit price bid under the appropriate bid item of the proposal shall cover all cost for providing pavement repair equal to or superior in composition, thickness, etc., to existing pavement as detail�d in the Public Works Department typical sections for Pavement and Trench Repair for Utility Cu'ts, Figures 1 through 5. , N 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 twelveh(12) inches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall b� filled with required materials as shown on paving 05/18/99 SCi-24 e6 L#1 0 � � PART D ��- SPECIAL CONDITIONS details, compacted and level with the finished street surface. This finished grade shall be maintained in a serviceable conditiora until the paving has been replaced. All .residential 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�kietween the existing gutter and the edge of the trench pavement repair will not hold up if such strip of existing pavement is two (2) feet or less in width. � Therefore, at the locations in the project where the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall be required to remove the existing paving to such ' gutter. The pavement repair shall then be made from a minimum distance of twelve (12) inches � outside the trench wall nearest the center of the street to the gutter line. The pavement shall be replaced within a maximum of five (5) working days, providing j�b � placement conditions will permit repaving. If paving conditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest�possible da�e. L] � � � l�J �� A permit must be obtained from the Department of Engineering Construction Services Section by the Contractor in conformance with Ordinance No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Engineering will inspect the paving repair after construction. This permit requirement may be waived if work is being done under a Performance Bond and inspected by the Department of Engineering. D-51 TRENCH SAFETY SYSTEM FOR WATER DEPARTMENT PROJECTS ONLY: A. GENERAL: This specification covers the trench safety requirements for all trench excavations exceeding depth of five (5) feet in order to protect workers from cave-ins. The requirements of this item govern all trenches for mains, manholes, vaults, service lines, and all other appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in Texas. B. STANDARDS: The latest version of the U.S. Department of Labor, Occupational Safety and Health Administration Standards, 29 CFR Part 1926, Sub-Part P- Excavations, are hereby made a part� of this specification and shall be the minimum governing requirements for trench safety. . C. DEFINITIONS: 1. TRENCHES - A trench is referred to as a narrow excavation made below the surface of � the ground in which the depth is greater than the width, where the width measured at the bottom is not greater than fifteen (15) feet. � 2. �ENCHING SYSTEM - Benching means excavating the sides of a trench to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces between levels. 3. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. � o5�ta�ss SC-25 � PART D - S�ECIAL CONDITIONS 4. 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 An 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-manufact�red or job-built in accordance with OSHA standards. . � 5. SHORING SYSTEM - Shoring means a sfructure such as a metal hydraulic, mechanical or timer system that supports the sitles of a trench and which is designed to prevent cave- ins. Shoring systems are generall�r comprised of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or sheet�,ng. a: D. 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 tren�h safety systems shall be based on the linear foot amount of tren�h depth greater than five (5) feet. � E. PAYMENT - Payment shall be full compensation for safety system design, labor, tools, materials, equipment and incidentals �aecessary for the installation and removal of trench safety systems. ° � D-52 SANITARY SEWER MANHOLES: _ A. GENERAL: The installation, replacem�nt, 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 �ccordance with s�ctions E1-14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction of the General Contract Documents and Specifications, unlessa amended or superseded by requirements of this Special Condition. 1. CONCRETE COLLARS: Concrete „collars will be re�uired on all manholes specified as per Figure 121. ' � 2. WATERTtGHT MANHOLE INSERTS: Watertight gasketed manhole inserts shall be installed in all sanitary sewer manholes. Inserts shall be constructed in accordance with Fort Worth Water Department Standard E100-4 and shall be fitted and install�d according to the manufacturer's recommen�ations. Stainless Steel manhole inserts shall be required for all pipe diameters 18" an� greater. � � � 3. LIFf HOLES: All lift holes shall be'plugged with a pre-cast concrete plug. The lift hole shall be sealed on the outside of the man�iole with Ram-Nek or an approved equal � sealant. The lift hole shall be seal�d on the inside of the manhole with quick setting cement grout. 4. FINAL RIM ELEVATIONS: Manhole'rims in parkways, lawns and, other improved lands shall be at an elevation not more th�n one (1) nor less than one-half (1 /2) inch above the surrounding ground. Backfill shall ��rovide a uniform slope from the top of manhole casting for not less than three (3) feet each direction tb existing finish grade of the ground. The grade of all surfaces shall be ch�ecked for proper slope and grade by string lining the entire area regarded near the manhol�. 05/i8/99 SC-�6 ! � � � � � � Li,'� � L■� LJ � L� �� PART D - SPECIAL CONDITIONS Manholes in open fields, unimproved land, or drainage courses shall be at an elevation shown on the drawings or minimum of 6 inches above grade. 5. MANHOLE COVERS: All lids shall have pick slots in lieu of pick holes. Manhole frames and covers shall be McKinley, Type N, with indented top design, or equal, with pick slots. Covers shall set flush with the rim 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 and areas specifically designated on the plans. Certainteed Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are specified. 6. SHALLOW CONE MANHOLES: Shallow manhole construction will be used when manhole depth is four (4) feet or less. All shallow cone manholes shall be built in accordance with Figure 105. All shallow cone manholes shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGURE 106 WILL NOT BE ALLOWED. 7. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. 8. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with � two mop coats of coal tar epoxy; Koppers "Bitumastic Super Service Black" Tnemec "46- 450 Heavy Tnemecol;" or equal to, a minimum or 14 mils dry film thickness. � 9. MANHOLE JOINT SEALING: All interior and/or exterior joints on concrete manhole sections constructed for the City of Fort Worth Water Department, excluding only the joints using a trapped type performed O-ring rubber gasket shall require Bitumastic joint � sealants as per Figure M. This sealant shall be pre-formed and trowelable Bitumastic as manufactured by Kent- � Seal, Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe form br suitable cross-sectional area or flat-tape and shall 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, evaporation, or any other chemical action for eittier its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible without' shrinking, hardening, or oxidizing �`j 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 pre-formed flexible joint sealant on concrete pipe and manhole sections for a peripd of at least five years. � [!�7 � lil B. EXECUTION: 1. 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 cleaned of dirt, sand, mud, or other foreign matter. A p�imer shall be applied to all surtaces prior to installing the joint sealant in accordance with the recommendations by the manufacturer. The protective wrapper shall remain on the joint sealant until immediately prior to the placement of the pipe in the trench. After removal of the protective wrapper, the joint sealant shall be kept clean. Install frames and 05/18/99 �JC-27 � PART D - SI��CIAL CONDITIONS cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest o'h two (2) rows (inside and outside) of Bitumastic joint sealer. � "� � 2. SEALING AND/OR ADJUSTING �XISTING MANHOLES: 'Excavate (rectangular full depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches, of the manhole wall keeping the sides of the trench nearly vertical. . a Remove manhole frame from the manhole structure and obse�ve the condition of the frame and grade rings. Any frame or grade ring that is not suitable for �se as determined by the Engineer shall be replaced� Grade rings that are constructed of brick, block materials other than pre-cast concr'ete rings, or where necessary and approved by the Engineer, shall be replaced with a�re-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will �e the only adjustments allowed. � t In brick or block manholes, replace �he upper portion of the manhole to a point 24 inches below the frame. If the walls or cd'ne section below this level are structurally unsound, notify the Engineer prior to replace�nent of the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shall be replaced at the Contractor's expense. Wire brush manhole frame and e�posed manhole surfaces to remove dirt �nd loose debris. Coat exposed manhole surfaces with an approved bonding agent followed by an application of a quick setting hydraulsic cement to provide a smooth wor�Cing surface. If the inside diameter of the manhole is too large to safely support new adjustment rings or frames, a flat top section shall be installed. � a , Joint surfaces between the frames;;� adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a w,atertight seal. Place flexible gasket joint material along the inside and outsic[� edge of each joint, or use trowelable material in lieu of pre-formed gasket material. Position the butt joint of each length of joint material on opposite sides of the manhole. No steel shims, wood, stones, or any material not specifically accepted by the Engine�r may be used to obtain final surface elevation of the manhole frame. . �� In paved areas or future paved are�s, castings 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. � 3. EXPOSED EXTERIOR SURF'ACES: All exposed exterior surfaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitumastic Super Service Black"; Tnemec "46- 450 Heavy Tnemecol", or equal, to � minimum of 14 mils dry film thickness. 4. The exterior surface of all pre-cast section joints shall be thoroughly cleaned with a wire brush and then waterproofed witt�°a 1/2-inch thick coat of trowelable bitumastic joint ,e os/�s/ss S�-28 o �: L�! � l!� � � �� L!J r�L� � � � [�! LJ L�J L"J � PART D - SPECIAL CONDITIONS sealant from 6-inches below to 6-inches above the joint., The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from damage during backfilling: C. MEASUREMENT AND PAYMENT: The price bid for new manhole installations shall include all labor, equipment, and materials necessary for construction of the manhole including, but � not limited to, joint sealing, manhole inserts, lift hole sealing and exterior surface coating and pavement repair. The price bid for reconstructidn of existing manholes shall include all labor equipment and materials necessary for construction of new manhole, including, but not limited to, excavation, backfill, disposal of materials, joint sealing, lift hole sealing, exterior surface coating and pavement repair. 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 manhol�, including but not limited to, joint sealing, lifthole sealing, and exterior surface coating. Payment for concrete collars will be made per each. Pa�ment for manhole inserts will be made per each. D-53 SANITARY SEWER SERVICES: Any reconnection, relocation, re-routes, replacement, or new sanitary sewer service shall be required as shown on,the plans, and/or as described in these Special Contact Documents in addition to 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 be maintained as specified in section C6-6.15. A. SEWER SERVICE RECONNECTION: When sewer service reconnection is called for the Contractor shall vertically adjust the existing sewer service line as required for reconnection and furnish a new tap. The fittings used for vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be located so as to line up with the service line and avoid any horizontal adjustment. For open cut applications, all sanitary sewer service lines shall be replaced to the property or easement line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilita�ed using trenchless repair methods shall be reconnected only (no sewer service replacement:, necessary). 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 Sewer Taps. B. SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by the Contractor as directed by the Engineer as required for the connection of the sewer service line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer service line, all work shall be performed by a licensed plumber. The length of the replacement shall be determined by o5��a�ss SC-29 � PART D - SP�CIAL CONDITIONS the En�ineer. All sewer s�rvices shall be installed at a minimum of two (2) percent slope or as approved by the Engineer. Connecti�n to the existing �sewer service line shall be made with appropriate adapter fitting. The fittiri�g 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 a�; backfill, pipe, fittings, and all other associated work for service replacements in excess of four (4) linear feet shall be included in the linear foot price bid for sanitary sewer service line replacement. Payment for all work and material involving the "tap" shall be included in the' price bid for sanitary sewer service taps. D-54 NOT USED D-55 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. �`his work shall be done in accordance with Section E2-1.5 Salvaging of Material and E2-2.7 Rerxioving Pipe, of the General Contract Documents and Specifications, unless amended or superseded by requirements of,this Special Condition. A. SALVAGE OF EXISTING WATER METER AND METER BOX: Existing water meter and meter box shall be removed and returned to the Water Dep�rtment warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. B. SALVAGE OF EXISTING WATER METER AND CONCRETE VAULT LID: Existing water meter and concrete vault lid shall be �emoved and ret�rned to the Water Department warehouse by the Contractor in accordance with Section E2-1:5 Salvaging of Materials. 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 tiackfilled and compacted in accordance with backfill method as specified in Section E2-2.9 B"�ckfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade. C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and returned to the Water Department warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. The void shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with existing surrounding surface and grade: D. SALVAGE OF EXISTING GATE VALVE: � Existing gate valve and valve box and lid shall be removed and returned to the Water Depairtment 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. Surf�ce restoration shall be compatible with existing surrounding surface and grade. If the valve is in a concrete vault,��he vault shall be demolished in place to a point no less than 18" below final grade. E. ABANDONMENT OF EXISTING GATE VALVE: Existing gate valve anci box lid shall be abandoned by first closing the valve to the fully closed position and demolishing the valve box 05/18/99 SC-$� � 0 � �� [� �� L�, � � � [iJ L�l L�'J [_�� L�� PART D - SPECIAL CONDITIONS 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. F. ABANDONMENT OF EXISTING VAULTS: Vaults to be demolished in place shall have` top slab and lid removed and vault walls demolished to a point not less than 18" below final grade. The void area •caused shall then be backfilled and compacted in accordance with backfill method as specified in Section E2=2.9 Ba'ckfill. Backfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES: . Manholes to be demolished in place shall have all pipes entering or exiting the structure plugged with' lean concrete. Manhole top 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 g�ade. The structure shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Ba�kfill. Backfill material may be either clean washed sand of clean, suitable excavated material approved by the Engineer. Surface restoration shall be compatible with surrounding service surface. Payment for work involved in backfilling, plugging o,f pipe(s) and all other appurtenances required, shall be included in the appropriate bid item - Abandon Existing Sewer Manhole. H. REMOVAL OF MANHOLES: Manholes to be removed shall' have all pipes entering or exiting the structure disconnected. The complete manhole, including top or cone section, all full barrel diameter section, and base section shall �be removed. The excavation shall then be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material may be with Type C Backfill or Type B Backfill, as approved by the Engineer. Surface restoration shall be compatible with surrounding surface. � I. CUTfING AND PLUGGING 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 as 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. J. REMOVAL OF EXISTING PIPE: Where remo'val of the existing pipe is required, it shall be the Contractor's responsibility to properly dispose of all removed pipe. All removed valves, fire hydr�nts and meter boxes shall be delivered to alVater Department Field Operation, Storage Yard. � K. PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing 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 fi"re hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regardless of location. Payment will be made for salvaging, abandoning and/or �emoving all other existing facilities when said facility is not being replaced in the same trench (i.e., when removal requires a separate trench). D-56 DETECTABLE WARNING TAPES: Detectable underground utility warning tapes which can be located from the surface by a pipe detector shall be installed directly above ,non-metallic water and sanitary sewer pipe. The detectable tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shall consist of a minimum thickness 0.35 mils solid aluminum foil encased �in a protective inert plastic jacket that is impervious to all known alkalis, os��a�ss SC-31 � PART D - SPECIAL CONDITIONS acids, chemical reagents and solvents found =in the soil. The minimum overall thickness of the tape shall be 5.5 mils, and the width shall not �e less than two inches with a minimum unit weight of 2'h pounds/1 inch/100'. The tape shall be color coded and imprinted with the message as follows: ,a Tvae of Utilifv Color Code Water Sewer Safety Blue Safety Green Leaends � Caution! Buried�Water Line Below 9 Caution! Buried Sewer Line Below .� Installation of detectable tapes shall be per,rnanufacturer's recommendations and shall be as close to the grade as is practical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payµment for work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtenances required shall be included in the unit price bid for the appropriate bid item(s). ; D-57 PIPE CLEANING: Joints shall be wip�d and then inspected for proper inst�llation by the inspectors. Each joint shall be swept daily and kept clean during installation. A tempor,ary night plug shall be installed on all exposed pipe end� during any period of work stoppage. D-58 BARRICADES, WARNINGS, AND � FLAGMEN: Reference Part C- General Conditions, Section C6-6.8 Barricades, War,�ings, and Watchmen: A. Wherever the word Watchmen appears in this paragraph, it shall be changed to the word Flagmen. '' ,a B. In the first paragraph, lines five (5) and six (6), change the phrase "take all such other precautionary measures" to "take all reasonable necessary measures". P . D-59 DISPOSAL OF SPOIL/FILL MATERI�L: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of Engineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator"), of the location of all sites where the Contractor intends to dispose of such material� Contractor shall not dispose of such material until the proposed sites have been determined by � he Administrator to meet the requirements of the Flood Plain Ordinances of the City of Fort Worth (Ordinance No. 10056). 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 Contractor's disposal sites shall be evidenced by a letter signed by the Administrator stating that the site is not in a known flood plain or by a Flood Plain Fill Perr�iit authorizing fill within the flood plain. Any expenses associated with obtaining the fill permit, including any necessary Engineering studies, shall be at the Contractor's expense. In, the event that the Contractor disposes of spoil/fill material at a site without�a fill permit or a letter from the administrator approving the disposal site, upon notification by the Director of Engineerin� Department, Contractor shall remove the spoil/fill ma'�erial at its expense and dispose of such materials in accordance with the Ordinances of the City and this section. " � � 1 � o5�is�ss • SC-32 '�I �� l_!' L�J � � � � � �IC� � PART D � SPECIAL CONDITIONS D-60 MECHANICS AND MATERIALMEN'S LIEN: The Contractor shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to procure a satisfactory project. No substitutions will be permitted until �he 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 isFunderstood that if.a material, product, or piece of equipment bearing the name so used is furnished, it will be approvable, as the particular trade name was used for the purpose of establishing a standard of quality acceptable to the City. If a product of any other name is proposed for use, the Engineer's approval thereof must be ob�ained before the proposed substitute is procured by the Contractor. Where the term "or equal", or "or approved equal" is not used in the specifications, this does not necessarily exclude alternative items or material or equipment which may accomplish the intended purpose. However, the Contractor shall have the full responsibility of proving that the proposed substitution is, in fact, equal, and the Engineer, as the representative of the City, shall be �the sole judge of the acceptability of substitutions. The provisions of this sub-section as related to "substitutions" shall be applicable to all sections of these specifications. D-62 PRE-CONSTRUCTION TELEVISfON iNSPECTtON OF SANITARY SEWER A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where being replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold and form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to identify any active sewer service taps, other sewer laterals and their location. Work shall consist of furnishing all labor, material, and equipment necessary for the cleaning and inspection of the sewer lines by means of closed circuit television. Satisfactory precautions shall� be taken to protect the sewer lines from damage that might b� inflicted by the improper use of cleaning equipment. 1. HIGH VELOCITY JET (FiYDROCLEANING) EQUIPMENT: 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 cleaned. Equipment shall also include a high-velocity gun for washing and scouring manhole walls and floor. The gun shall be capable of producing flows from a fine spray to a solid stream. The equipment shall carry its own water tank, auxiliary engines, pumps, and hydraulically driven hose reel. � Hydraulically Propelled Equipment shall be of a movable dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to protect against flooding of the sewer. The movable dam sh�ll be equal in � diameter around the outer periphery to ensure removal of grease. If sewer cleaning balls or other equipment which cannot be collapsed is used, special precautions to prevent flooding of the sewers and public or private property shall be taken. The flow of sewage � present in the sewer lines shall be utilized 'to provide necessary fluid for hydraulic cleaning devices whenever possible. � 05/18/99 SC-33 � PART D - SPEC�AL CONDITIONS S 2. CLEANING PROCEDURES: The d�signated sewer� manholes shall be cleaned using high-velocSty jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and 6structions from the sewer lines and manholes. If cleaning of an entire section cannot,�e 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 equipment fails to traverse the entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantit4es of wat�r from fire hydrants is necessary to avoid delay in normal working procedures, the water shall be conserved and not used unnecessarily. No fire hydrant shall b� obstructed in case of a fire in the area served by the hydrant. Before using an,y 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 tlie water meter and related charges for the setup, including the water usage bill. All exp�nses shall be considered incidental to cleaning. nr .3. DEBRIS REMOVAL AND DISPOSAL:' All sludge, dirt, sand, rock, grease, and other solid o� semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the sectiori 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. a 4. All solids or semisolid resulting frorri �'he cleaning operations shall be removed from the site and disposed of at a site designated by the Engineer. All materials shall be removed from the site no less often than at the end of each workday and disposed. of at no additional cost to the City. ' 5. UNDER NO CIRCUMSTANCE SHALL' SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR I�ITO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES:; 6. TELEVISION INSPECTION EQUIPM�NT: The television camera used for the inspection shall be one specifically designed an� 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. B. EXECUTION: TELEVISION INSPECTION: The camera shall be moved through the line in either direction at a moderate rate, �topping: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, N cable, and powered rewinds` or other devices that do not' obstruct the camera view or interfere with proper documentation shall be used to move,the camera through the sewer line. When manually operated winches aretlused to pull the television camera through the line, telephones or other suitable means �f communications shall be set up between the two 05/18/99 SC-�34 lJ u l�J � � � � � � PART D - SPECIAL CONDITIONS manholes of the section being inspected to ensure good communications between members of the crew. The importance of accurate distance measurements is, emphasized. All television inspection video tapes shall have a footage counter. Measurement for Iocation� of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation fo,r depth of. manhole, will not be allowed. Accuracy of the distance meter shall be checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage of the camera are to be at the option of the Contractor. The cost of retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. 2. DOCUMENTATION: Television Inspection Logs: Printed location records shall be kept by the Contractor and will clearly show the location in relation to an adjacent manhole of each sewer service taps observed during inspection. In additi�on, 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. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the � television picture of problerns shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. � 4. .VIDEOTAPE RECORDINGS: The purpose of tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape � recording playback shall be at the same speed that it was ,recorded. The television tapes shall be furnished to the City for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. � � I�!! Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be retumed to the Contractor upon completion of review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such poor quality that the Engineer is unable to evaluate the condition of the sewer line or to locate service connections, the Contractor shall be required to re- � televise and provide a good tape of'the line at no additional cost to the City. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no � payment for televising this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with the television camera. � � 05/18/99 fl� � THE TAPES SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETERMINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contractor will be no�ified as to which sections of the sanitary SC-35 r� PART D - SPrECIAL CONDITIONS ,F sewer are to be corrected. T�pes �nrill be returned to the Contractor upon completion of review by the Engineer: ,� � All costs associated with this work;shall be incidental to unit .prices bid for items under Television Inspection of the Propos�l. f� C. PAYMENT `OF CLEANING AND PRE-CONSTRUCTION TELEVISION INSPECTION OF 9ANITARY SEWERS: The cost for P,r�-Construction Cleaning and Te�evision Inspection of sanitary sewers shall be per linear foot of sewer actually televised. The Contractor shall provide the Engineer with tapes of a quality that the particular piece of sewer can be readily evaluated as to existing sewer conditions and for providing appropriate means for review of the tapes by the Engineer including collection and removal, transportation and disposal of sand and debris from the sewers to a legal dump site. Television inspection shall include necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line an�lysis. � ;� . The primary purpose of cleaning is for ��levision inspection and rehabilitation; when a portion of a line is not or cannot be televised or,rehabilitated, the cleaning of that portion of line shall be incidental and no p2yment shall be m�de. .� �i 'The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods used for securing passage �f the camera are to be at the option of the Contractor, and the costs must be included in the bid price for N Inspections. The cost of retrieving the N Camera,� under all circumstances, when it bec�omes lodged during inspection, shall be incidental to �/ Inspection. The item shall also include all costs ��f installing and maintaining any bypass pumping required to provide reliable, regular sev�J�r service to the area residents. All bypass pumping shall`be incidental to the project. � �. � D-63 VACUUM TESTING OF SANITARY $EWER MANHOLES �� A. GENERAL: This item shall govern the°vacuum testing of all newly constructed sanitary sewer manholes. � B. EXECUTION: 1. TEST PROCEDURE: Manholes shall be tested with all connections in place. Lift holes shall be plugged, and all drop-conneQtions and gas sealing cc�nnections 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. �i'he 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. Wit� the valve closeci, the level of vacuum shall be read � , , ,� 05/18/99 SC-�6 � I� � � C�J [� � L'�J PART D - SPECIAL CONDITIONS after the required test time. The required test time shall be determined from the Table I below in accordance with ASTM C1244-93: Table I MINIMUM TIME REQUIRED FOR VACUUM DROP OF 1" Hg (10"Hg - 9"Hg) (SEC) Depth of MH. 48-Inch Dia. 60-Inch Dia. (FT.) Manhole Manhole 0 to 16' 40 sec. 52 sec. 18' 20' 22' 24' 26' � 28, 30' � For Each Additional 2' 45 sec. 50 sec. 55 sec. 59 sec. 64 sec. 69 sec. 74 sec. 5 sec. 59 sec. 65 sec. 72 sec. 78 sec. 85 sec. 91 sec. 98 sec. 6 sec. �j 2. ACCEPTANCE: The manhole shall be considered accep�able, if the drop in the level of �•� vacuum is less than one-inch of inercury (1" Hg) after the required test time. Any manhole which fails to pass the initial test must be repaired with a suitable material which (� conforms to the construction material of the manhole. The manhole shall be retested as �� described above until it has successfully passed the test. ("� Following completion of a successful test, the manhole shall be restored to its normal �.} condition, all temporary plugs shall be removed, all braces, equipment, and debris shall be removed and disposed of in a manner satisfactory to the Engineer. � [� � C. PAYMENT: Payment for vacuum testing of sanitary sewer manholes shall be paid at the contract price per each vacuum test. This price shall include all material, labor, equipment, and all incidentals, including all bypass pumping, required to complete the test as specified herein. � D-64 BYPASS PU�IPING: The Contractor shall bypass the sewage around the section or sections of sewer to be rehabilitated and/or replaced. The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent � system or other method as may be approved by the Engineer. The pump and bypass lines shall� be of adequate capacity and size to handle the flow without sewage backup occurring to facilities connected to the sewer. Provisions shall be made at driveways and street crossings to permit � safe vehicular travel without interrupting flow in the bypass system. Under no circumstances will the Contractor be permitted to discharge sewage into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewer line. � D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: �a' os��a�ss SC-37 � .. PART D - SPECIAL CONDITIONS � .�Q A. GENERAL: After construction, ALL sections of sanit�ry sewer lines shall have a television inspection performed. Work shall consjst of furnishing all labor, material, and equipment necessary for inspection of the sewer lin�s by means of closed circuit television. Satisfactory precautions shall be taken to protect the'sewer lines from damage that might be inflicted by the improper use of cleaning equipment. � � . B. TELEVISION INSPECTION EQUIPMEN�': The television camera used for the .inspection shall be one specifically designed and ,constructed for such inspection. Lighting for the camera shall be operative in 100% humi�ity 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; a.nd if ur��atisfactory, equipment shall be removed and no payment will be made for an unsatisfactory inspection. � C. EXECUTION: i TELEVISION INSPECTION: The c�amera 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 vicill the television camera be pulled at a speed greater than 30 feet per minute. Manual winches, power winches, N cable, and powered rewinds or other devices that do not' obstruct the camera view or interfere with proper documentation shall be used to move the camera through the sewer line. �� When manually operated winches are used to pull the television camera through the line, telephones or other suitable means o"f communications shall be set up between the two manholes of the section being inspected to ensure good communications between members of the crew. ,i � The importance of accurate ,distance measurements is emphasized. All television inspection video tapes shall have a footage counter. Meas�rement for location of sewer � � service taps shall be above ground b,y means of ineter device. Marking on the cable, or the like, which would require interpolation for depth of manhole, will not be allowed. Accuracy of the distance meter shall b,e checked by use of a walking meter, roll-a-tape, or other suitable device, and the accuracy shall be satisfactory to the Engineer. � The City makes no guarantee that all of the sanitary sewers to be entered are clear for the passage of a camera. The methods �sed for securing passage of the camera are to be at the option of the Contractor. The cost or retrieving the Television camera, under all circumstances, when it becomes lodged during inspection, shall be incidental to Television inspection. Sanitary sewer mains must be laced v�rith enough water to fill all low pints. The television inspection must be done immediately,�fiollowing the lacing of the main with no water flow. If sewer is active, flow must be restricted to provide a clear image of sewe'r being inspected. '� 2. DOCUMENTATION: Television Insp�ction Logs: Printed location records shall be kept by the Contractor and will clearly show the Ipcation in relation to an adjacent manhole of each sewer service tap. observed durir�g inspection. All television logs shall be referenced ,q .j 05/18/99 SC-�8 ��i � L1 "1 lJ � � � � � L�� f� . � � f� l'�J C� � � � ��J �� L+�! � L"J C�� PART D - SPECIAL C�NDITIONS to stationing as shown on the plans. A copy of these television logs will be supplied to the City. 3. PHOTOGRAPHS: Instant developing, 35 mm, or other standard-size photographs of the television picture of problems shall be taken by the Contractor upon request of the Engineer, as long as such photographing does not interfere with the Contractor's operations. � 4. VIDEOTAPE RECORDINGS: The purpose bf tape recording shall be to supply a visual and audio record of problem areas of the lines that may be replayed. Video tape recording playback shall be at the same speed that it was recorded. The television tapes shall be furnished to the City �for review immediately upon completion of the television inspection and may be retained a maximum of 30 calendar days. Equipment shall be provided to the City by the Contractor for review of the tapes. Tapes will be returned to the Contractor upon completion of.review by the Engineer. Tapes shall not be erased without the permission of the Engineer. If the taoes are of such noor aualitv that the Enaineer is unable to evaluate the condition, of the sewer line or to locate service connections. the Contractor shall be reauired to re- �televise and qrovide a aood tape of the line at no additional cost to the Citv. If a good tape cannot be provided of such quality that can be reviewed by the Engineer, no payment for televising. this portion shall be made. Also, no payment shall be made for portions of lines not televised or portions where manholes cannot be negotiated with, the television camera. D. PAYMENT OF POST,CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for post-construction Television Inspection of sanitary sewers shall be per linear foot' of sewer televised. The Contractor shall provide the Engineer with tapes of a quality that:the particular piece of sewer can be readily evaluated as to sewer conditions and for providing appropriate means for review of the tapes by the Engineer. Television inspection shall incl�de necessary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line analysis. The quantity of TV inspection shall be measured as the total length of new pipe installed. All costs associated with this work shall be included in tl�e appropriate bid item - Post-Construction Television Inspection. � � The item shall also include all costs of installing .and maintaining any bypass pumping required to provide reliable, regular sewer service to the area residents. All bypass pumping shall be incidental to the prpject. �_J � � � D-66 SAMPLES AND QUALITY CONTROL TESTING: A. The Contractor shall furnish, at its own expense, certifications by a private laboratory for all materials proposed to be used on the project, including a mix design for any asphaltic and/or Portland cement concrete to�be used, and gradation analysis for sand and crushed stone to be used along with the name of the pit from which the material was taken. The contractor shall provide manufacturer's certifications for all manufactured items to be used in the project and will bear any expense related thereto. � 05/18/99 SC-39 � ' s PART D - S�ECIAL�CONDITIONS � .� � 9 B. Tests nf the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete us�ng the same aggregate, cement, and mortar which are to be used later in the concrete. The Contractor shall provide a certified copy of the test results to the City. ,� �99 C. Quality control testing of in-place material on this project'will be perfor►ned by the city at its own expense. Any retesting requirec��as a result of failure of the material to meet project specifications will be at the expense of;the contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibili�y to furnish materials and equipment conforming to the requirements of the contract. fa � D. Not less than 24 hours notice shall be�� aprovided to the City by th.e Con'tractor for operations requiring testing. The Contractor shall�, provide access and trench safety syst�m (if required) for the site to be tested, a�d any wor�C� effort involved is deemed to be included in the unit price for the item being tested. E. The Contractor shall provide a copy�of the trip ticket for each.load of fill material delivered to � the job site. The ticket shall specify the�hame of the �it supplying the fill material. �� D-67 TEMPORARY EROSION, SEDIMENT, AND WATER POLLUTION CONTROL: � A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary by the Engineer for the duration of the contract. These control measures shall,�at no time be used as a substitute for the permanent control measures unless othenivise dir�cted by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions created by his construction operations. The temporary measures R�hall 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. B. CONSTRUCTION REQUIREMENTS: Tf�e Engineer has'the authority to define erodible earth and the authority to limit the surface a��a of erodible-earth material exposed by preparing right-of-way, clearing and grubbing, the��surface area of erodible-earth material exposed by excavation, borrow and to direct the C�NTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may involve the construction of temporary' berms,m 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-cont�r�ol measures shall be us�ed to prevent or correct erosion that may develop during construction prior to installation of �permanent pollution control features, but are not associated v'yith permanent control features on the project. The Engineer will limit the area of preparing �ight-of-way, clearing and grubbing, excav�tion and borrow to be proportional to the CONTf�ACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and ��other such permanent pollution-control measures current in accordance with the accepted �schedule. Should seasonal conditions make such limitations unrealistic, temporary soil-erosion-control measures shall be performed as directed by the Engineer. 05/i8/99 u o� SC-40 � u � L�I � �� L�J � � PART D - SPECIiAL CONDITIONS Waste or disposal areas and `construction roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. 2. When work areas or material sources are located in or adjac�nt 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. 3. All waterways shall be cleared as soon as practicable of false work, piling, debris or other obstructions placed during constructian operations that are not a part of the finished work. 4. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes and reservoirs with fuels, oils, bitumen�, 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. C. MEASUREMENT AND PAYMENT: All work, materials and equipment necessary to provide temporary erosion control shall be considered subsidiary to the contract and no extra pay will be given for this work. D-68 INGRESS AND EGRESS/OBSTRUCTION OF ACCESS TO DRIVES: The Contractor � shall provide ingress and egress to the property being crossed by this construction and adjacent • property when construction is not in progress and at night. Drives shall be left accessible at night, on weekends, and during holidays. The Contractor shall conduct his activities to minimize � obstruction of access to drives and property during the progress of construction. Notification shall � be made to an owner prior to his driveway being removed and/or rebuilt. � D-69 PROTECTION OF TREES, PLANTS AND SOIL: All property along and adjacent to.the Contractors' operations including lawns, yards, shrubs, tree�, etc., shall be preserved or restored after completion of the work, to a condition equal to or better than existed prior to start of work. � Any trees or other landscape features scarred or damaged by the Contractor's operations shall be restored or' replaced at the Contractor's expense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in an approved manner (No trimming or pruning � without the property owners' consent). Pruned limbs of 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. ' �D-70 SITE RESTORATION: The contractor shall be responsible for restoring the site to � o.riginal grade and condition after completion of his operations subject� to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one- (� tenth (0.1) of a fo�t. • �.� D-71 CITY OF FORT WORTH STANDARD PRODUCT�LIST: Proposed products submitted in � the bid documents must appear in the latest "City of Fort Worth Standard Product List, for the bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet City of Fort Worth minimum technical requirements. L+�J �) J L"!J D-72 STATE REVOLVING FUND (�SRF� REQUIREMENTS: This project, in addition to standard City of Fort Worth requirements, may involve certain State requirements. These requirements, if 05/18/99 SC-41 � PART D - SPECIAL CONDITIONS � applicable, are prdvided in the following documents and should thoroughly be reviewed and completed by the contractor. They include:R 1. At the Time of Contract Document Exec�tion • ED-103-Contractors Act of Assuran�� • ED-104-Resolution ; '� Work required to .conform to these requir�ments shall be considered subsidiary and no extra payment will be made. � ' The SRF requirements are included in Appendix A. D-73 TOPSOIL, SODDING AND SEEDING: This item shall be pertormed in accordance with the City of Fort Worth Parks and Commu� ity Services Department Specifications for Topsoil, Sodding and Seeding. � ; 1. TOPSOIL DESCRIPTION: This item will consist of�urnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign mat�rial, in all parkways and medians to the lines and, grades as established by the Engineer. ,, CONSTRUCTION METHODS: Topsoil �will be secured from borrow sources as required to supplement material secured from street excavation. All excavated mat�rials from streets which is suitable for topsoil will be used in the parkways and medi�ns before any topsoil is obtained from a borrow source. Topsoil material secured from street excavation shal� be stockpiled at locations app�oved by the:Engineer, and at completion of grading and paving operations, topsoil shall be placed on parkway areas so as to provide a minimum six (6) inches of compacted depth of.topsoil parkways. 2. SODDING DESCRIPTION: Sodding will consist of furnishing and planting Bermuda, Buffalo or St. Augustine grass in the areas between th,� curbs and walks, on terraces, in median strips, on embankments or cut slopes, or in sucfi areas as designated on the Drawings and in accordance with the requirements of,��this Specification. Recommended Buffalo grass varieties for sodding are Prairie and 609., � IyIATERIALS: Sod shall consist of live �hd growing Bermuda, Buffalo or St. Augustine grass secured from saurces where the soil is fertile. Sod to be placed during the dormant state of these grasses shall be alive and acceptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (�) inch minimum thickness of native soil attached to the roots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a one (1) inch minimum �thickness u9 of native soil attached.to the roots. Ae a,. � The sod shall be free from obnoxious ,weeds or other grasses and shall not contain any matter deleterious to its growth or whic�h might affecf its subsistence or hardiness when os�is�ss � SC-�2 �•J 0 L� L+�J '�J � LJ � L' L� L�' �� L'�J � PART D - SPECIAL COND�TIONS transplanted. Sod to be placed between curb and walk and on terraces shall be the same type grass as adjacent grass or existing lawn. , . Care shall be taken at all times to retain native soil on the roots of the sod during the process of excavating, hauling, and planting. Sod material shall be kept moist from the time it is dug until planted. When so directed by the Engineer, fhe sod existing at the source shall be watered to the extent required prior to excavating. Sod material shall be planted within three days after it is excavated. CONSTRUCTION METHODS: After tt�e designated areas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of the contract, sodding of the type specified shall be performed in accordance witli the requirements hereinafter described. Sodding shall be either "spot" or "block"; either Bermuda, Buffalo or St. Augustine •grass. a. Spot Sodding Furrows parallel to the curb line or sidewalk lines, twelve (12) inches on centers or to the dimensions shown on the Drawings, shall be opened on areas to be sodded. In all furrows, sod approximately three (3) inches square shall be placed on twelve (12) inch centers at proper depth so that the top of the sod shall not° be more than one-half (1 /2) inch below �the �finished grade. Holes of equivalent depth and spacing may be used instead of furrows. The soil shall be firm around each block and then the entire sodded area shall be carefully rolled with a heavy, hand roller developing fifteen (15) to twenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. At locations on the Drawings or where directed, sod blocks shall be carefully placed on the prepared areas. The sod shall be so placed that the entire designated area shall be covered, and any voids left in the block sodding sfiall be filled with additional sod and tamped. The entire sodded area shall be rolled and tamped to form a thoroughly compact solid mass. Surfaces of block sod, which, in the opinion of the Engineer, may slide due to the height or slope of the surface or nature of the soil, �hall,. upon direction of the Engineer, be pegged with wooden pegs driven through the sod block to the firm earth, sufficiently close to hold the block sod firmly in place. When necessary, the sodded areas shall be smoothed after planting has been completed and shaped to conform to the cross-section previously provided and existing at the time sodding operations were begun. Any excess dirt from planting operations shall be spread uniformly over the adjacent areas or disposed of as directed by the Engineer so that the completed surface will present a sightly appearance. The sodded areas shall be thoroughly watered immediately after they are planted and shall be subsequently watered at such times and in a manner and quantity directed by,the Engineer until compfe#ion and final acceptance of the project by the City of Fort Worth. 3. SEEDING !� � 05/18/99 SC-43 � PART D - SP��CIAL CONDITIONS ,, � . DESCRIPTION: "Seeding" will consist of preparing ground, providing and planting seed or a mixture of seed of the kind specified al�ng and across such areas as may be designated on the Drawings and in accordance�with'th�se Specifications. � �o MATERIALS: a. General. All seed used must carry a Texas Testing Seed label showing purity and germination, name, type of seed, a�.d that the seed meets all requirements of the Texas Seed Law. Seed furnished shall be of the previous season's crop and the date of analysis shown on each tag shall be within ni�e (9) months of time of delivery to the project. Each variety of seed shall be furnished an� delivered in separate bags or containers. A sample of each variety of seed shall be furnished for analysis and testing when directed by the Engineer. " t The specified seed shall equal or exceed the following percentages of Purity and nPrminatinn� Corrimon Name Common Bermuda Grass Annual Rye'Grass �. Tall Fescue Western Wheatgrass Buffalo Grass Varieties Top Gun Cody R �3 Puritv "'� 95% ° 95% � 95% °� 95% a� .r � 95% 95% Germination 90% 95% 90% 90% 90% 90% � Table 1�0.2.(2)a. URBAN AREA WARM-SEASpN SEEDING RATE (Ibs.); Pure Live Seed (PLS) ., � , Mixture�for Clav or Tiaht Soils Mixture for ; Sandv Soils Dates (Eastern Sections) 1V1/Pstern Sections) (All Sections) Feb 1 Bermudagrass 40 Buffalograss 80 Bermudagrass 60 to Buffalograss 60 Bermudagrass 20 Buffalograss 40 May 1 ` �� Total: 100 Total: 100 Total: 100 ; ; Table, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) Dates lAfl Se�tionsl Aug 15 Tall Fe�cue 50 � to Western Wheatgrass 50 May 1 Annual �ye 50 � Total: ,, 100 a .. 6 , 05/18/99 SC v �'4 i 0 � L+�' Ls' f�l PART D - SPECIAL CONDITIONS CONSTRUCTION METHODS:• After the designated ar�eas have been completed to the lines, grades, and cross-sections shown on the Drawings and as provided for in other items of this Contract, seeding of the type specified shall be performed in accordance with the requirements hereinafter described. a. Watering. Seeded areas shall be watered as directed by •the Engineer so as to prevent washing of the slopes or dislodgment of the, seed. D b. Finishing. Where applicable, the' shoulders, slopes, and ditches shall be smoothed after seed bed preparation has been completed and shaped to conforrn to the cross-section previously provided and existing at the time planting operations were begun. L�� l_RJ � � L�J ��J C�J L�J � L�J � � � BROADCAST SEEDING: The seed or seed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Drawings and where directed. If the sowing of seed is by hand, rather than by mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer shall be distributed at the same time provided the specified uniform rate of application for both is obtained. "Finishing" as specified in Section D-46, Construction Methods, is not applicable since no seed bed preparation is required. DISCED SEEDING: Soil over the area shown on the Drawings as directed to be seeded shall be loosened to a minimum depth of three (3) inches and all particles in the seed bed shall be reduced to less than one (1) inch in diameter or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D-46, Construction Methods. The seed, or seed mixture, specified shall then b�' planted at the rate required and the application sh�ll be made uniformly. If the sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harrowed into the soil to a depth of approximately one-eight (1 /8) inch. The planted area shall be rolled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be on the contour. ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall �be loosened to the minimum depth of three (3) inches and all particles in the seed bed shall� be reduced to less than one (1) inch in diameter, or they shall be removed. The area shall then be finished to line and grade as specified under "Finishing" in Section D- 46, Construction Methods;. Water shall then be applied to the cultivated area of the seed b�d until a minimum depth of six (6) inches is thoroughly moistened. After the watering, when the ground has become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall then be planted at the rate required and the application shafl be made uniformly. If the sowing of seed is by hand, rather than mechanical methods, the seed shall be sown in two directions at right angles to each other. Seed and fertilizer may be distributed at the same time, provided the specified uniform rate of application for both is obtained. After planting, the seed shall be raked or harrowed into the "soil to a dept�Y of approximately one-quarter (1/4) inch. The planted surface area and giving a smooth surface without ruts or tracks. fn between the time compacting is completed and the asphalt is � 05��8�ss SC-45 PART D -,SP��CIAL CONDITIONS applied, the planted area shall be wat�red sufficientiy to assure uniform moisture from the surface to a minimum of six (6) inches ir� depth. The application of asphalt shall follow tlie.last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on the Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsions". If the type of asphalt to �e used is not shown on the Drawings, or if Drawings are not included, then MS-2 shall be used. Applications of the asphalt shall be at a rate�of three-tenths (0.3) gallons per square yard. It shall be applied to the area in such a manner so that a�omplete film is obtained and the finished surface shall be comparatively smooth. '� RE-SEEDING OF AREAS PLANTED.�WITH COOL SEASONS SPECIES: Areas where temporary cool season species have b�en planted may be replanted beginning February 1 with warm season species as listed in T�ble 120.2(2)a. The re-seeding will be achieved in the following manner. The cool season spe�ies shall be mowed down to,a height of one (1) inch to insure that slit-seeding equipment wilf'be able to cut through the turf and achieve adequate soil penetration. ; � �j * Slit-seeding, is achieved through the �se of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which,�s then pressed close with a cultipacker wheel. CONSTRUCTION WITHIN PARK AREAS , TURF RESTORATION OF PARK AREA�: FERTILIZER DESCRIPTION: "Fertilizer" will consist o� providing and distributing fertilizer over sucf� areas as are designated on the Drawings and ir� accordance with these Specifications. MATERIALS: All fertilizer used shall be delivered in bags or 'containers clearly labeled showing the analysis. The fertilizer is subject to t�sting by the City of Fort Worth in accordance with the Texas Fertilizer Law� A pelleted or granulated fertilizer shall be used with an analysis of 16-20-0 or 16-5-8 or havirig the analysis shown on the Drawings. The figures in the analysis represent the percent of nitrogen, phosphoric acid, and potash nutrients respectively as determined by the methods of the Association of Official Agricultural Chemists. �, . k In the event it is necessary to substitute a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower congentration. Total amount of nutrients furnished and applied per acre shall equal or exceed that specified for each nutrient. CONSTRUCTION METHODS: When an; item for fertilizer is included in the Drawings and proposal, pelleted or granUlated fertilizer`�hall be applied uniformly over the,area specified to be fertilized and in the manner directed for the particular item of work. Fertilizer shall be dry and in good physical condition. Fertilizer that is powdered to caked will� be rejected. Distribution of fertilizer as a particular itet�ra of work shall meet the approval of the Engineer. ! Unless otherwise indicated on the Drawings, fertilizer shall be applied uniformly at the average rate of three hundred (300) po�unds per acre for- all types of "Sodding" and four hundred (400) pounds per acre for all types of "Seeding". 05/18/99 R , SC-�6 � L�' L�7 I/I � Li [�l � LJ PART D - SPECIAL CONDITIONS MEASUREMENT: Topsoii secured from borrow sources will be measured by the linear foot in place on the project site. Measurement will be made only on topsoils secured from borrow sources. Acceptable material for "Seeding" will be measured by the linear foot, complete in place. Acceptable mate�ial for "Sodding" will be measured by the linear foot, complete in place. Acceptable material for "Fertilizer" sliall be subsidiary to the price of sodding or seeding: PAYMENT:'All work performed as ordered and measured as provided under "Measurement" shall be paid for •at the unit price bid for each item of work. Its price shall be full compensation for excavating (except as noted below), loading, hauling, placing and furnishing all labor, equipment, tools, supplies, and incidentals necessary to complete work. All labor, equipment, tools and incidentals necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified shall be included in "Seeding" or "Sodding" bid items and will not be paid for directly. � "Spot sodding" or "block sodding" as the case may be, will .be paid for at the contract unit � price per square yard, complete in place, as provided in �the proposal and contract. The contract unit price shall be the total compensation for furnishing and placing all sod; for all rolling and tamping; for all watering; for disposal of all'surplus materials; and for all materials, � labor, equipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these Specifications. � �The work performed and materials furnished and measured �� as provided under Measurement shall be paid for at the unit price for Seeding , or Sodding , of the type specified, as the case may be, which price shal( each be full compensation for furnishing all � materials and for performing all operations necessary to complete the work accepted as follows: � LJ � L�l � Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding and Seeding. D-,74 CONFINED SPACE ENTRY PROGRAM: It shall be the responsibility of the contractor to implement and maintain a variable "CONFINED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees and subcontractors at all times during construction. All active sewer manholes, regardless of depth, are defined by OSHA as "permit required confined spaces". Contractors shall submit an acceptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an active file for these manholes. The cost of complying with this program shall be subsidiary to the pay items involving work in confined spaces. D-75 SUBSTANTIAL COMPLETION INSPECTION/FINAL INSPECTION: Qos/�a�ss SC-47 PART D - SP;�CIAL CONDITIONS , 1. Prior to the final inspection being c�onducted for the project, the contractor shall contact the city inspector in writing when the=entire project or a designated portion of the project is substantially complete. ,� 2. The inspector along with appropriat� City staff and the City's consultant shall make an inspection of the substantially completed work and prepare and submit to the contractor a list of items needing to be completed or corrected. 3. The contractor shall take immediatex steps to rectify the listed deficiencies and notify the owner in writing when all the items f��ve been completed or corrected. � 4. Payment for substantial comple�ic�� inspection as well as final inspection shall be subsidiary to the project price. Cqntractor sha(I still be required to address all other deficiencies which are discovered at �he time of final inspection. : 4 5. Final inspection shall be in confor�nance with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITIONS. D-76 EXCAVATION NEAR TREES: Y c� 1. The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots., at each work site. All such measures shall be considered as incidental work incluc�ed in the Contract Unit Price bid for applicable pipe or structure installation except for shor��tunneling/tree augering. � q'� 2. Any and all trees located within the:Eequipment operating area at each work site shall, at the direction of the Engineer, be protected by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. 3. Contractor shall inspect each work,site in advance and arrange to have any tree limbs pruned that might be damaged by �quipment operations. The Engineer shall be notified at least 24 hours prior to any tree trimming work. No trimming work will be permitted within private property without writte�e permission of the Owner. aa 4. Nothing shall be stored over the tre�. �root system within the drip line area of any tree. 5. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 fee,�. ,� � 6. At designated locations shown on ttie drawings, the "short tunnel" method using Class 51 D.I. pipe shall be utilized. ,� P 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during construction shall be removed and ��placed with the same type and diameter tree at the contractor's expense. ° .� 8. Contractor shall employ a qualified `;andscaper for all the work required for tree care to ensure utilization of the best agricult�ral practices and procedures. .' os/is/ss SC,-48 � L�' L L�' PART D - SPECIAL CONDITIONS 9. Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe installation shall be pressure grouted. D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Concrete encasement of sewers shall be � paid for at the Contract Unit Price per linear foot of concrete encasement as measured in place along the centerline of the pipe for each pipe diameter indicated. The Contract Unit Price shall include all costs associated with installation and reinforcement of the concrete encasement. ��I '� L!�7 u � L�J �i, ��I L�J L�J � � D-78 CLAY OAM: Clay dam construction shall be performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawings in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay dams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwater percolation through the pipeline trench. Construction material shall consist of compacted bentonite clay or 2:27 concrete. Payment for work such as forming, placi�g and finishing shall° be subsidiary to the price bid for pipe installation. D-79 EXPLORATORY EXCAVATION (D-HOLE): The Contractor shall be responsible for verifying the Iocations of al� existing utilities prior to construction, in accordance with item D-22. At locations identified on the drawings, contractor shall conduct an exploratory excavation (D- Hole), to' locate and verify the location and elevation of the existing underground utility where it may be in potential conflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire project only at locations denoted on the plans or as directed by the engineer. Contractor shall submit a report of findings (including surveyed elevations of existing conflicting utilities) to the City prior�to the start of construction of the entire project. If the contractor determines an existing utility is in conflict with the proposed facility, the contractor shall contact the engineer immediately for appropriate design modifications. The contractor shall make the necessary repairs at the exploratory excavation (D-Hole) to obtain a safe and proper driving surface to ensure the safety of the general public and to meet the approval of the City inspector. The contractor shall be liable for any and all damages incurred due to the exploratory excavation (D-Hole). Payment shall not be riiade for verification of existing utilities per item D-22. Payment for exploratory excavation (D-Hole), at locations identified on the plans or as directed by the Engineer, shall include full compensation for all materials, excavation, surtace restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be made for exploratory excavation(s) conducted after construction has begun. D-80 INSTALIATION OF WATER FACILITIES � 80.1 Polyvinyl Chloride (PVC) Water Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in accordance with the material standard contained in the General Contract Documents. Payment for work such as backfill, bedding, blocking, � detectable tapes and all other associated appurtenant required, shall be included in the linear foot price bid of the appropriate BID ITEM(S). Li] � 05/18/99 SCi-49 � PART D - SP,ECIAL CONDITIONS a .r 80.2 Blocking: Concrete blocking on this Project will necessarily be required as shown on the Plans and shall be installed in' accordance with the General Contract Documents. All valves shall have concrete blocking provided for supporting. No separate payment will be made for any of the work involved for the item and all costs incurred will be considered to be included in the linear foot bid price of �he pipe or the bid price of the valve. ,A 80.3 Type of Casing Pipe: .r 1. WATER: � �he casing pipe for open cut and� bored or tunneled section shall be AVW1/A C-200 Fabricated Electrically Welded Steel Water Pipe, and shall conform to the provisions of E1-15, E1-5 and E1-9 in Material aSpecifications of General Contract Documents and Specifications for Water Departmen�' Projects. The steel casing pipe shall be supplied as follows: a � ., 'For the inside and outside of casing pipe, coal-tar protective coating in accordance with the requirements of Sec. 2.2 and related sections in AVWVA C-203. Touch-up after field welds shall provj�e coating equal to those specified above. C. Minimum thickness for casing pip� used shall be 0.375 inch. g Stainless Steel Casing Spacers (c�ntering style) such as manufac�ured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- coficrete pipes when installed in casi�ig. Installation �shall be as recommended by the manufacturer. � ' 2. SEWER: Boring used on this project shall be in accordance with the materi�l standard E1-15 and Construction standard E2-15 as per F�ig. 110 of the General Contract Documents. .' 3. PAYMENT: << Payment for all materials, labor, e�uipment, excavation, concrete grout, backfill, and incidental work shall be included in the unit price bid per foot. cfi 80.4 Tie-Ins: The Contractor shall be responsible for making tie-ins to the existing water mains. It shall be the responsi�ility of the Contractor to verify the exact location and elevation of the existing line tie-ins�,a And any differences in locations and elevation of existing line tie-ins between the contract drawings and what rnay be encountered in the field shall be considered as inciden$al to construction. The cost of making tie-ins to existing water or sanitary sewer mai�is shall be included in the linear foot bid price of the pipe. 80.5 Connection of Exi�ting Mains: The Contractor shall determine the exact location, elevation, configuration and,angulation of existing water or sanitary sewer lines prior to manufacturing of the conneG�ing piece. Any differences in locations, elevation, configuration, and or angulation of� ex sting lines between the contract drawings and what may be encountered in the said wor� shall be considered as incidental to construction. Where it is required to shut down exi�ting mains in order to make proposed connections, such down time shall be coordinatec�,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 . Qo 05/18/99 SCi—�J� 0 �I �-� �� ) � L<J '� LJ L�� L;J I� � CJ L�"J PART D - SPECIAL �ONDITIONS Contractor shall notify the Manager, Construction Services, Phone 871-7813, at least 48- hours prior to the required shut down time. The Contractor's attention is directed to Paragraph C5-5.15 INTERRUPTION `OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENERAL CONTRACT DOCUMENTS 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 concrete blocking shall be included in the cost of connection. Unless bid separately all cost incurred shall be included in the linear foot price bid for the appropriate pipe size. 80.6 Valve Cut-Ins: It may be necessary to cut-in gate valves to isolate the water main from' which the extension and/or replacement is to be connected. This may require closing valves in other lines and putting consumers out of, service for that period of time necessary to cut in the new valve; the work must be expedited to the �utmost and all such cut-ins must be coordinated with the engineer in charge of inspection. All consumers shall be individually advised prior to the shut out and advised of the approximate length of time they may be without service. Payment for work such as backfill, bedding, fittings, blocking and all other associated appurtenants required,�shall be included in the price of the appropriate bid items. 80.7 Water Services: The relocation,. replacement, or reconnection of water services will be required as shown on the plans, and/or as described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. All service's shall be. constructed by the contractor utilizing approved factory manufactured tap saddles (when required) and corporatio�' stops, type K copper water tubing, curb stops with"Idck wings, meter boxes, and if required approved manufactured service branches. All materials used shall be as specified in the �Material Standards (E1- 17 & E1-18) contained in the General Contract Documents. Alf water services to be replaced shall be installed at a minimum depth of 36 inches below final grade. All existing 3/4-inch water senrice lines which are to be replaced shall be replaced with 1- inch Type K copper, 1-inch diameter tap saddle when required, and 1-inch corporation `from the main line to the meter box. All services which are to be replaced or relocated shall be installed with the service main � tap and service line being in line with the service meter unless otherwise directed by the Engineer. L•J A minimum of 24 hours advance notice shall be given when service interruption will be required as specified in Sectior� C5-5.15 INTERRUPTION OF SERVICE. � All water service meters shall be removed, tagged, and collected by the contractor for pickup by the Water Department for reconditioning or replacement. After installation of the water service in the proposed location and receipt of a meter from the project inspector � � 05/18/99 SC-51 � PART D - SP��CIAL CONDiTIONS t the contractor shall install the meterw� The meter box shall be reset as necessary to be flush with existing ground or as otherv�rise directed by the Engineer. All such work on the outlet side of the service meter� shall be performed by a licensed plumber. 1. WATER SERVICE REPLACEMENTS: Water service replacement or relocation is required when the existing service is lead or is too shallow to avoid breakage during street reconstruction. The contractor shall areplace the existing service line with Type K copper from the main to the meter, curb stop �nrith lock wings, and corporation stop. Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjustment, and any relocation of up to 12-inches from center line existing meter location to center line proposed meter location shall be included in the Linear Foot price bid for Cop'per Service Line firom Main to five (5) feet behind Meter. Any vertical adjustment of .customer service line within the 5 foot area shall be subsidiary to the service installation. � . Payment for all work and materials such as tap saddle (if required), corporation stops, and fittings shall be included in the price bi� for Service Taps to Main. 2. WATER SERVICE RECONNECTION; Water service reconnection is required when the existing service is copper and at adequate depth to avoid breakage during street reconstruction. The contractor shall �djust the existing water service line as required for reconnection and furnish a new tap with corporatior� stop. The contractor will be paid for one (1) Service Tap to Main for each service reconnected plus for any copper service line used in excess of five (5) feet from Maan to five (5) feet behind the Meter. 2. WATER SERVICE METER AND METER BOX RELOCATIONS: When the replacement and relocation of a water service and°i�neter box is required and the Ibcation of the meter and meter box is moved more than t�ielve (12) inches, as measured from the center line of the existing meter to location to the, enter line of the proposed meter location, separate payment will be allowed for the reloc��ion of service meter and meter box. Centerline is defined by a line extended from the s�rvice tap through the meter. Only relocations made perpendicular to this centerline will b�, paid for separately. Relocations made along the centerline will be paid of in feet of copp�er service line. When relocation of service meter an� meter box is required, payment for all work and materials such as backfill, fittings, five.(5) feet of type K copper service and all materials, labor, and equipment used by and for'the licensed plumber shall be included in the price bid for the service meter relocation. All other costs will be included in other appropriate bid item(s). ` � This item will also be used to pay for all service meter and meter box relocations as required by the Engineer when the ser�vice line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meter' will not justify separate payment at any time:; Locations with multiple service branches will be paid� for as one service meter and meter box relocation. rF s e, 05/i8/99 SC-5� � �� [�!' � l�J L- � L� L�J L!�J � [! � CiJ 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to provide temporary water service to all buildings that will necessarily be required to have severed water service during said work. The contractor shall be responsible for coordinating the schedule of the temporary service connections and permanent service reconnections with the building owners and the Engineer in order that the work be performed in an expeditious manner. Severed water service must be reconnected within 2 hours of discontinuance of service. A 2-inch tapping saddle and 2-inch corporation stop or 2-inch gate valve with an Q appropriate fire hydrant adapter fitting shall be required at the temporary service point of connecti6n to the City water supply. The 2-inch temporary service maSn and 3/4-inch service lines shall be installed in accordance to the attached figures 1, 2 and 3. 2" �'"� temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated �„� lime (HTH) prior to installation. � L�� 05/18/99 PART D - SPECIAL CONDITIONS 4. NEW SERVICE: When new services are required the contractor shall install tap saddle (when required), corporatio'n stop, type K copper service line, curb stop with lock wings, �nd meter box. Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) fieet behind the meter. Payment for all work and materials such as tap saddle, corporation stops, and fittings shall be included in the price bid for Service Taps to Mains. Payment for all�work and materials such as furnishing and setting new meter box shall be included in the price bid for furnish and set meter box. 5. MULTIPLE SERVICE BRANCHES: When multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service branches will include furnishing and installing the multiple service branch only and all other cost will be included in other appropriate bid item(s). 6. MULTIPLE STREET SERVICE LINES TO SINGLE SERVICE METER: Any multiple service lines with taps senricing a single service meter encountered during construction shall be teplaced with one service line that is applicable for the size of the existing service meter and approved by the Engineer. . Payment shall be made �t the unit bid price in the appropriate bid item(s). A two-inch meter will be furnished by the Water Department Meter Shop and installed by the Contractor at its point of connection to the City water supply for record keeping purposes only. The out-of-service meters shall be removed, tagged and collected by the Contractor for delivery to the Water Department Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Contractor shall re-install the meters at the correct location. The meter box shall be reset as necessary to be flush with the existing ground or as otherwise directed by the Engineer. SC-53 PART D — SP�ECIAL CONDITIONS b 05/i8/99 ,� . The temporary service layout shal�j have a minimum ,available flow rate of 5 GPM at a dynamic pressure of 35 PSI per se'rvice tap. This criteria shall be used by the Contractor to determine the length of temporai'y service allowed, number of service taps and number of feed points. '� When the temporary service is required for more than one Iocation the 2-inch temporary service pipes, 3/4-inch service lines �and the 2-inch meter shall be moved to the next successive project location. ,� a� Payment for work such as fittings, 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary services and all other associated appurtenants required, shall be included in the ap�ropriate bid item. 80.9 Adjust Manholes, and Vaults (Utility Cut):� Contractor will be responsible for adjusting water• valve boxes, manholes and vaults to match new pavement grade. The unit price bid will be full payment f�r materials including all labor, equipment, tools and incidentals necessary to complete the work. 80.10 Adjust Water Valve Boxes� Contractor will be responsible for adjusting water valve boxes to match new paverr�ent grade. The water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department forces. A A Prior to the beginning of work, the C3ontractor shall make an inventory of the condition of existing water valve boxes. The Construction Engineer will field verify this inventory and provide the Contractor replacements:for broken valve boxes. The contractor shall replace the valve boxes which are damagedydur,ing construction at no cost to the City. 0 The unit price bid per each will be full compensation for all labor, materials, equipment, tools, and incidentals necessary to, complete the wbrk. p� 80.11 Purging and Sterilization of Water Lines: Before °being placed into service all newly constructed water lines shall �e purged and sterilized in accordance with E2-24 of the General Contract Documents and Specifications except as modified herein. The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for construction of the project, including appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (H�H) shall be furnished by the Contractor. All other materials for construction of the proj�ct, including appropriately sized "pipe cleaning pigs" and chlorinated lime (HTH) shall be furnished by the Contractor. Chlorinated lime (HTH) shall be used in sufficient quantities fo provide a chlorine residual of fifty (50) PPM. The residual of free chlorine shall be measured after 24 hours and shall not be less than 10 parts per million of free chlorine. Chlorinated water shall be disposed of in the sanitary sewer system. Should a sanitary sej!ver not be available, chlorinated water shall be "de- chlorinated" prior to disposal. The line may not be placed in service until two successive sets of samples, taken 24 hours apart, have met the established standards of purity. Purging and sterilization of the water��lines shall be considered as incidental to the project and all costs incurred will be considered to be included in the linear foot bid price of the pipe. ,. � SC-�4 � �, L!�' � LJ � �� J � � � L�J LiJ L�1 PART D - SPECIAL CONDITIONS 80.12 Work Near Pressure Plane Boundaries: Contractor,shail take note that the water line to be replaced under this contract may cross or may be in close proximity to an . existing pressure plane boundary. Care shall be taken to ensure all "pressure plane" valves installed are installed closed and no cross connections are made between pressure planes 80.13 Water Sample Station: GENERAL: All water sampling station installations will be per attached Figure 34 or as required in large water meter vaults as per Figure 33 unless otherwise directed by the Engineer. The appropriate water sampling station will be furnished to the Contractor free of charge; however, the Contractor will be required to pick up this item at the Field Op�rations Warehouse. �� 1 PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the 3/4-inch type K copper service liqe will be shall be included in the price bid for copper Service Line from Mair� to Meter. �� , . g Payment for all work and materials necessary for the installation tap saddle (if required), corporation stops, and fittings shall be included in the price bid for S�rvice Taps to Main. Payment for all work and materials necessary for the installation of the sampling station, conc�ete support block, curb stop, fittings, and an incidental 5-f�et of type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. PAYMENT FOR FIGURE 33 tNSTALLATIONS: Payment for a�l work� and materials necessary for the installation tap saddle, gate valve, and fittings si�all be included in the price bid for Service Taps to Main. , A Payment for all work and materials necessary for the installation of the sampling station, modification to the vault, fittings, and all type K copper service line which are required to provide a complete and functional water sampling station shall be included in the price bid for Water Sample Stations. �� ,� 80.14 Ductile Iron and Gray Iron Fittings: . IY � 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 follows: � � p 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 Rer ton of fittings shall be payment in full for all fittings, joint accessories, polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete • cradle necessary for construction as designed. � � � OS/18/99 SC-55 �� PART D - $P�CIAL CONDITIONS . , All ductile-iron and gray-iron fittings, valves and specials shall be wrapped with polyethylene wrapping conforming #o Material Specification E1,,,13 and Construction Specification E2-13. Wrapping shall precede horizontal concrete blocking, vertical tie- down concrete blocking, and concr�te cradle. Payment for the polyethylene wrapping, horizontal concrete blocking, vertical t�e-down cor�crete blocking, and concrete cradle shall be included in bid items for vales and fit@ings and no other payments will be allowed. j4. D-81 SPRINKLING FOR DUST CONTROL� � :� •Y All applicable provisions of Standard Specifi�ations Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will be made for this item and it shall be considered to this contract. � . D=82 DEWATERING: , ,y The Contractor shall be responsible for det�"rmining the method of dewatering operation for the water or s�wage flows from the existFng mains and ground water. The Contractor shall be responsible for damage of any nature resultin� from the dewatering operations. The DISCHARGE from any dewatering .op'eration shall, be conducted as approved by the Engineer. Ground water shall not be dischargqed into sanitary sewers. � Dewatering shall be considered as incidental to a construction and all costs incurred• will be considered to be included in the project price. � Y i D-83 TRENCH EXCAVATION ON DEEP TRENCHES: Contractor to prevent any water flowing into open trench during construction. Contractor shall not, leave excavated trench open ovemight. �ontractor shall � fill„ any trench the same day of excavation. No extra payment shall be allowed forrthis special condition. D-84 TREE PRUNING: ,, A. REFERENCES: National Arborist Association's "Pruning Standards fbr Shade Trees". � B. ROOT•PRUNING EQUIPMENT �' 1. Vibratory Knife 2. Vermeer V-1550RC Root Pruner p . '� C. NATURAL RESOURCES PROTECTION FENCE 1. Steel "T" = Bar stakes, 6 feet Iong. * B �i 2. Smooth Horse-Wire: 14-1/2 gauge �(medium gauge) or 12 gauge (heavy gauge). 3. Surv�yor's Plastic Flagging: "Tund�ra" weight, International fluorescent orange or red color. .� 05/18/99 S(;-rjs 0 a � D � � � � � PART D - SPECIAL CONDITIONS 4. Combination Fence: Commercially manufactured combination soil separator fabric on wire mesh backing as shown on the Drawings. ROOT PRUNING 1. Survey and stake location of root pruning trenches as shown on drawings. 2. Using the approved specified equipment, make a cut a minimum �of 36 inches deep in order to minimize damage to the undisturbed root zone. � 3. Backfill and compact the trench immediately after trenching. 4. Place a 3-foot wide by 4-inch deep cover of mulch over the trench as required by the Engineer. 5. Within 24 hours, prune flush with ground and backfill any exposed roots due to construction activity. Cover with wood chips of mulch in order to equalize soil temperature and minimize water loss due to evaporation. 6. Limit any grading work within conservation areas to 3-inch maximum cut or fill, with no n roots over 1-inch diameter being cut unless cut by hand or cut by specified methods, � equipment and protection. � E. � F. � � L!�' � MULCHING: Apply 2-inches to 4-inches of wood chips from` trimming or clearing operation on areas designated by the Engineer. Tree Pruning shall be considered subsidiary to the project contract price. D-85 TREE REMOVAL• Trees to be removed shall be removed using applicable methods, including stump and root ball removal, loading, hauling and dumping. Extra caution shall be taken to not disrupt existing utilities both overhead and buried. l'he Contractor shall immediately repair or replace any damage to utilities and private property including, but not limited to, water and sewer services, pavement, fences, walls, sprinkler system piping, etc., at no cost to the Owner. All costs for tree removal, including temporary service costs, shall be considered subsidiary to the project contract price and no additional payment will be allowed. D-86 TEST HOLES: The matter of subsurface exploration to ascertain the nature of the soils, including the amount of � rock, if any, through which this pipeline installation is to be made is the responsibility of any and all prospective bidders, and any bidder on this project shall submit his bid under this condition. Whether prospective bidders perform this subsurface exploration jointly or independently, and � whether they make such determination� by the use of test holes or other means, shall be left to the discretion of such prospective bidders. � o5��s�ss SC-57 � PART D - SPECIAL CONDITIONS .. If test borings have been made and are provided for bidder's information, at the locations shown on the logs of borings in the appendix of this specific�tion, it is expressly declared that neither the City nor the Engineer guarantees the accuracy for the information or that the material encountered in excavations is the same, eit;her in character, location, or elevation, as shown on the boring logs. It shall be the responsibilit�i;of the bidder to make such subsurtace investigations as he deems necessary to determine the nature of the material to be excavated. The Contractor assumes all responsibility for interpretation �of these recards and for making and maintaining the required excavation and of doing other work;affected by the geology of the site. `' ro,� The cost of all rock removal and other associated appurtenances, if required, shall be included in the linear foot bid price of the pipe. ;� ,. a° S • '� °C � ry 4! l � �,u, .� 1 1 �I a� an 1 0 � � 3 � � u' q C 7 os�ra/ss SC-�8 � ee � � � � � � � � � � � a a � � � � � � � � � PART DA ADDITIONAL SPECIAL CONDITIONS 0 l� � I�J � lJ � � � � CII � PART DA - ADDITIONaL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PI�4CE PIPE ............................................. OMITTED DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT SYSTEM ................................ OMITTED DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE ............................................ OMITTED DA-4 SLIPLINING ...........:................................................................................................... OMITTED DA-5 PIPE INSTALLED BY OTHER THAN �OPEN CUT ........................................................... �►SC-3 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ...... ..................................... OMITTED DA-7 PROTECTIVE MANHOLE COATING FOR. CORROSION PROTECTION ....................... ASC-6 DA-8 MANHOLE REHABILITATION ITEMS ...................................................................... OMITTED DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION .............................. OMITTED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM ............... OMITTED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM ............................................ OMITTED DA-12 INTERIOR MANHOLE COATING - S�'RAYWALL SYSTEM ........................................... ASC-9 DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM ..................................... ASC-11 DA-14M INTERIOR MANHOLE COATING - PERMACAST SYSTEM WITH EPDXY LINER... OMITTED DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM ..................................... OMIITED � DA-16 RIGID FIBERGLASS MANHOLE LIN�RS .................................................................. OMITTED DA-17 PVC LINED CONCRETE WALL RECbNSTRUCTION .............................................. OMIITED � � DA-18 PRESSURE GROUTING ........................................................................................... OMITTED � I�I � � ■I DA-19 VACUUM TESTING OF REHQBILITA7ED MANHOLES ............................................. OMITTED DA-20 FIBERGLASS MANHOLES ..............�........................................................................ OMITTED DA-21 LOCATION AND EXPOSURE OF M�NHOLES AND WATER VALVES .................... OMITTED � DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER .............................................. ASC-15 � DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS ....................................................... ASC-15 DA-24 REPL�CEMENT OF H.M.A.C. PAVEMENT AND BASE ................................................ ASC-15 oa/is/ss ASC-1 � !1 '� " PART DA - ADDITIQNAL "SPEGIAL CONDITIONS �� . np DA-25 GRADED CRUSHED STONES ...z� ................................................................................. ASC-16 g DA-26 WEDGE MILLING 2" TO 0" DEPTF�15.0' WIDE .................. :.......................�.............. OMITTED � , � OMITTED DA-27 BUTT JOINTS - MILLED ................��.....................:...................................................... DA-28 2" H.M.A.C. SURFACE COURSE (;1'YPE "D" MIX) ................................................... OMITTED ,� DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ............................................... ASC-16 „ DA-30 NEW 7" CONCRETE VALLEY GU.Ti'ER ................................................................... OMITTED . �� DA-31 NEW 4" STANDARD WHEELCHA�R RAMP .............................................................. OMITTED . y a� DA-32 8" PAVEM�NT PULVERI7ATION .�� .....................:.........................................:........... OMIITED y DA-33 REINFORCED CONCRETE PAVEIVIENT OR BASE (UTILITY CU� ......................... OMITTED � � � . DA-34 RAISED PAVEMENT MARKERS....� .....................�.................................................... OMITTED .o :. DA-35 POTENTIALLY PETROLEUM CON�AMINATED MATERIAL HANDLING ................ OMITTED �� DA-36 LOADING, TRANSPORT�4TION, AND DISPO"SAL OF CONTAMINATED SOIL ........ OMITTED .1 • DA-37 ROCK RIPRAP — GROUT — FILTER FABRIC ..................................................................ASC-17 � DA-38 CONCRETE PIPE FITINGS AND S1�ECIALS ............................................................ OMITTED ,; ' � ; � � ,� .� ,� 9 P ,� i � 04/16/99 /�S �—`Z rp � C LI C'' 1 � � � � � � � � � � a o. Q PART D�4 - ADDITIONAL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED-IN-PLACE RIPE: OMiT�'ED DA-2 PIPE ENLARGEMENT SYSTEM: OMITTED DA-3 FOLD AND FORM PIPE: OMITTED DA-4 SLIPLINING:OMITTED DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: � L=� GENERAL: 1'. Furnish materiais and necessary accessories, with stc.engths, thickness, coatings, and fittings indicated, specified and/or necessary to complete the work. 2. All excavation shall provide an open area conformingn to the outside diameter of the casing and/or carrier conduit. The excavation shall be to an alignment and grade which will allow the carrier conduit to be installed to proper line and grade as shown on the Plans and as established in the Specifications. 3. MWork shall be performed in accordance with .the requirements of the City of Fort Worth Water Department, the Texas Department of Transportation, or railroad company, as applicable. MATERIALS: ' 1. Casing Pipe: Casing pipe shall be steel conforming to ANSI B36.10 and the following: a. Field Strength: 35,000 psi minimum. b. Wall thickness: 0.312 in. minimum (0.5 for railroad crossings): c. Diameter: As shown on the drawings (minimum size requirements). d. Joints: Continuous circumferential weld in accordance with AWS D1.1. 2. Carrier Pipe in Casing: Carrier pipe sha�l be as shown on drawings and as specified in the General Contract Documents. 3. Sewer Pipe without Casi�g Pipe: Shall be minim�m Class 51 ductile iron pipe, or as designated on the plans. 4. Grout: G�out shall be Portland Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned not less than 1 cu. ft. of cement to 3 cu. ft. of fine sand with sufficient water added to provide a free flowing thick slurry. C. EXECUTION oa��s/ss ASC-3 f t� PART DA -•ADDITIONAL SPECIAL CONDITlONS � 1. Where sewer pipe is required to be installed under railroad embankments or under highways, streets or other ��acilities in other than open cut, construction shall be performed in such a manner so as to not interfere with the operation of the railroad, street, highway, or �Other facility, and so as not to weaken or damage any embankment or structure. �uring construction operations, barricades and lights to safeguard traffic and pede�trians shall be furnished and maintained, until such time as the backfill has beenR completed and then shall be removed from the site. ,. � y 2. Pits and Trenches: s a. If the grade of the pipe at the end is below the ground surface, suitable pits or trenches shall be excavated for the purpose of conducting the jacking or tunneling operations�,�nd for placing end joints of the pipe. Wherever end trenches are cut in tl�e sides of the embankment or beyond it, such work shall �be sheeted securely and braced in a manner to prevent ear�h from � caving in. � 8w � e The location of the `pit;shall meet the approval of the Engineer. The pits of trenches� excavated to facilitate these operations shall be backfilled immediate4�'r after the casing and carrier pipe installation has been completed. � PY • i 3. Boring and Jacking Steel Casirig Pipe: Steel casing pip'e shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. � c. a. The boring shall proceed from a pit provided for the boring equipment and workmen. The holes'�are to be bored mechanically. The boring shall be done using a pilot hol�. By this method an approximate 2-inch hole shall be bored the entire length of the crossing and shall be checked for line and grade on the opposit� end of the bore from the work pit. This pilot hole shall serve as the centerline of the larger diameter hole to be bored. Other methods oi maintaining line and grade on the casing may be approved if acceptable to the Engineer. Excavated material shall be placed near the top of the working pit and disposed of as required. The use of water or other fluids in connection with the boring operation will be permitted only to the extent required to� lubricate cuttings. Jetting or sluicing will not be permitted. '. u� b. In unconsolidated soil formations, a gel-forming colloidal drilling fluid consisting of at least, 10 percent of high grade carefully processed bentonite may be used� to consolidate cuttings of the bit, seal the walls of the hole, and furnish I,ubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. c. Allowable variation frormn the line and grade shall be as specified under paragraph A.2. All vojds between bore and outside of casing shall be pressure grouted. r 04/16/99 AS' (i�4 i 1 .' LwJ PART DA - ADDIT,IONAL SPECIAL CONDITIONS 0 u L�J � 4. Installation of Carrier Pipe in Casing: a. Sanitary sewer pipe located within the encasement pipe shall be supported by "skids" or "bands" to prevent the pipe and bells from snagging on the inside of the casing, and to keep the installed line from resting on the bells. b. All skids shall be treated with a wood preservatave. Skids should extend for the full length of the pipe with the exception of the bell area and spigot area necessary for assembly unless otherwise specified. c. The Contractor shall prevent over-belling the pipe while installing it through the casing. A method of restricting the movement between the assembled bell and spigot where applicable shall be provided. � d. At all bored, jacked, or tunneled installations, the annular space between the carrier pipe and casing shall be filled with grout. Care must be taken that not too much water is forced in�o the casing so as not to float the pipe. � The backfill material will� not be required unless specified on the plans and specified by the Engineer. � l! � u �I � � 5. e. Closure of the casing after the pipe has been installed shall be plugged at the ends of the casing as shown on the drawings or as required by the Engineer. � Boring and Jacking DUctile Iron Pipe without Casing Pipe: a. As indicated on drawings and as required and directed by the Engineer sewe� shall be constructed of bore and jacked ductile iron pipe. b. When a casing pipe is not designated on the drawings, the contractor shall provide a casing pipe if ne�essary to achieve line and grade. Casing pipe shall be provided at no additional cost and shall be subsidiary to the cost bid for installation By Other than Open Cut. c. Bore and jack in accordance with paragraph C.3. above. d. Short length of sewer consisting of a single pipe section may be installed by jacking without a bore hole if permitted by the Engineer and in soft soil layer. All voids outside of installed pipe shall be pressure grouted. 6. Tunneling: Where the characteristics of the soil, the size of the proposed pipe, or a the use of monolithic sewer would make the use of tunneling more satisfactory than jacking or boring, or when shown on the plans, a tunneling method may be used, with the approval of the Engineer or railroad/highway officials. � o4��s�ss a. When tunneling is permitted, the lining of the tunnel shall be of sufficient strength of support the overburden. The Contractor shall submit the ASC-5 t �� PART DA - ADDITIO'NAL SPECIAL CONDITIONS Q c. proposed liner met�yod to the Engineer for approval. The tunnel finer design. shall bear the seal of a licensed professional engineer in the State of Texas. Approval "'by the Engineer shall not relieve the Contractor of the responsibility for the'�dequacy of the liner method. , The space between $he tunnel liner and the limits of excavation shall be pressure grouted or r�ud-jacked. Access holes for pla�ing concrete shall be space at maximum intervals of 10 feet. � � D. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of pipe;�complete in place. Such measurement will be made between the ends of the pipe along�fhe central axis a(s installed. The work performed and materials furnished as prescribed by°this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by Other Than Open Cut of the type, size, and class of pipe specified as shown on plans. i The furnishing of all materials, pipe, liner materials required for installation, for all prepa�ation, hauling and installing of same, and for all labor, tools, equipment and incidentals ne�essary to complete the work, including excavation, backfilling and disposal of surplus material shall be included in the Contract Unit Price as shown in the Bid Proposal. , DA-6 SERVICE LINE POINT REPAIR / C�EANOUT REPAIR: OMITTED DA-7 PROTECTIVE MANHOLE COATIN� FOR CORROSION PROTECTION: M � �! � o4��s�ss GENERAL: 1. Scope: This section goverr�s all work, materi�ls and testing required for the application of interior protectiv�e coating. Structures designated to received interior coating are listed on the construction drawings. The strUctures are to be coated, including interior wall, top an:� bench surfaces. Protective coating for corrosion protection shall meet the�,requirements of this Specification (and items DA-12 and DA-13) and the Manufacturer� recommendations and specifications. 2. Description: The Contractor•shall be responsible for the furnishing of all labor, supervision, materials, equiptnent, and testing required for the completion of protective coating of s�tuctures in accordance with manufacturer's recommendations. ', 3. Manufacturer's Recommendations: Materials and procedures utilized for the lining � process shall be in strict accor�iance with manufacturer's recommendations. 4. Corrosion Protection: Corro�ion protection may be required on all structures where high turbulence or highkN2S content is expected. �a a MATERIALS: AS�-6 ,� � � � � � � a a � � � � �+ � � � � C � � � � L�I 04/i6/99 1. PART DA - ADDITIONAL SPECIAL CONDITIONS Scope: This section governs the materials required for completion of protective coating of designated structures. 2. Protective Coating: The protective coating shall be a proprietary two component, 100 percent solids, rigid polyurethan� system designated as Spray Wall as manufactured by Spr�yroq, Inc. or a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement (If required for leveling or filling): The specialty cement-based coating material shall be either�Quad"�x QM-1s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by Standard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the structure shall be a urethane or ep�xy resin system formulated for the application to a sanitary sewer environment. Th{e spray system shall exhibit the minimum physical properties as follows: I Property Standard Tensile Strength ASTM D-638 Flexural Stress ASTM D-790 Flexural Modulus ASTM D ;790 Long Term Value � 5,000 psi 10,000 psi 550,000 psi 5. Mixing and Handling: Mixing and Handling of specialty cement material and protective coating material, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available �to unauthorized personnel or animals. All equipment shall be subject to the approval of the Engineer. Only personnel thoroughly familiar with the handling of the coating material shall perform the spray coating operations and coating installations. EXECUTION: 1. � General: Protective coating shall not be installed until the structure is complete and in place. Preliminary Repairs: a. All foreign materials shall be removed from the interior of the struc�ure using high pressure water spray (3500 psi to 4000 psi at spray tip). b. All ur�sealed lifting holes, unsealed step holes, and voids larger than approximately one-half (1/2) inch in thickness shall be filled with patching compound as recommended by the material"supplier for this application. c. After all repairs have, been completed, remove all loose material. ASC-7 „ I�I a qa PART DA - ADDITIONAL SPECIAL CONDITIONS Protective Coating: 3. a. The protective coatin"g shall be. applied to the structure from the bottom of the frame to the bench, down to the top of the trough. The top of the structure shall aiso be°coated. b. The protective coating shall be installed in accordance with the manufacturer's recorrl,�nendations and the following procedure. :. 1) The surface s�iall be thoroughly cleaned of all foreign materials and m�tter. � � � 2) Place covers �ver `the invert to prevent extraneous material from entering the sewers. n: 3) If required for ,filling or leveling, apply specialty cement product to provide a smoath surface for the coasting material., .� 4) Spray the urethane or epoxy onto the structure wall and bench/trough to Aa minimum uniform thickness .of 125 mils (0.125 inches). Thicli�ess to be verifiable through the use of inethods acceptable to the Engineer. After the walls are coated, the wooden bench covers shall be removed. � 5) �The final applic� tion shall have a minimum of three (3) hours cure time or be set �ard to the touch, before being subjected to active flow. , ` � DA-8 04/16/99 4. .fl 6) No applicationsyshall be made to frozen surfaces'or if freezing is expected to occur inside the structure within 24 hours after application. � Testing of Rehabilitate�i Manholes: Testing of rehabilitated manholes for watertightness shall be, performed by the Contractor after operations are complete in accordanc>� with the Section D-63 - VACUUM TESTING OF SANITARY SEWER MANHOLES. . � MEASUREMENT AND PAYMENT: Payment shall be based on the Contract Unit Price Bid per vertical foot, measured from tlie bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supenrision, materials, equipment and material testing required to complete the work. Pressure grouting, if necessaryito stop active infiltration prior to application of the protective coating, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and lower portion of a particular structure, if required by the Engineer, shall be paid for separately, as specifiecl in Section DA;8, MANHOLE REHABILITATION. 6� MANHOLE REHABILITATION: OMITTED ASC"=8 � o• M.� :� � L! u � DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION: OMITTED DA-10 INTERIOR MANHOLE COATING - MICROSILICATE MORTAR SYSTEM: OMITTED DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM: OMITTED DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: PART DA - ADDITIONAL SPECIAL CONDITIONS � A. GENERAL � 1. Scope �■J l�l 2. This section governs all work, materials and testing required for the application of interior manhole coating. Manholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. I�terior manhole coating shall meet the requirements of this Section or of Section DA-10, DA-11, DA-13, or DA-14. Description The Contractor shall be responsible for the furnishing of all labor, supervision, � materials, equipment, and testing required for the completion� of interior coating of manholes in accordance with the Contract Documents. � L�J 3 Manufacturer's Recommendations I�J � 4 � Materials, mixture ratios, and procedures utilized for the coating process shall be in accordance with manufacturer's recommendations. Manholes Manholes to be coated are of brick, block, or concrete construction. All manholes shall have a minimum of one-half (1/2) inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) sprayed or trowelled on coating over the original interior surface. � � B. MATERIALS 1. Scope • � � 2. � �04/16/99 �.�� This section governs the materials required for completion of interior coating of manholes. lnterior Coating The interior coating shall be a proprietary two component, 100 percent solids, rigid polyurethane system designated as Spray Wall as manufactured by Sprayroq, Inc. ASC-9 q e eb PART DA - ADDITIONAL SPECIAL CONDITIONS C. 04/16/99 � ►� Specialty Cement The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, e"Inc. or Reliner MSP as �manufactured by Standard Cement Materials. ' Material Identification � � ,� � The interior manhole coating material sprayed onto the surface of the manhole shall be a urethane resin systen'i formulated for the application to a sanitary sewer environment. The spray system shall exhibit the physical properties as follows: Propertv Tensile Strength Flexural Stress Flexural Modulus � e Standard ; ASTM D-638 ASTM�.�-790 +;ASTM D-790 � Lona Term Value 5,000 psi 10,000 psi . 550,000 psi 5. Mixing and Handling � 3 Mixing and handling of specialty cement material and�interior coating material, which may be toxic under cer#�in conditions shall be in accordance witfi the recommendations of the mar��facturer and in such a manner as to minimize hazard to personnel. It is the res,ponsibility of the Contractor to provide appropriate protective measures to ensur,e that materials are under control at all� times and are not available to unauthorized �iersonnel or animals. All equipment shall be subject to the approval of the Engineer. �Only personnel thoroughly familiar with the handling of the coating material shall �erform the spray coating operations and coating installations. ,� EXECUTION � ,� , 1. General ,� � Manhole coating shall not be� installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Schedule, is complete. 2. Temperature s Normal interior coating opera�ion shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. w 3. Interior Manhole Coating ' a. The interior coating sh�ll be applied to the manhole from the bottom of the frame to the •bench, down to the top of the trough. i � �� A ASC�� a � .� � � � � � � � � D. � D � 'PART DA - ADDITIONAL SPECIAL CONDITIONS b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface shall be thoroughly cleaned of all foreign materials and � matter. Cleaning shall be accornplished by using high pressure water spray (minimum 3500 psi at spray tip), cleaning with muriatic acid, degreaser, or other solvents° as needed in order to remove any film or residue on the surface. 2) Place covers over the invert to prevent extraneous material from entering the sewers. 3) Apply a minimum of one-half (1 /2) inch specialty cement product (Quadex QM-1s or Reliner MSP) �mooth surface for the urethane coating material. 4) Spray the �rethane onto the manhole wall and bench/trough with a minimum thickness of 125 mils (0.125 inches). Thickness to be verifiable through �he use of inethods uacceptable to the Engineer. 5) Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). , 1. Testing of Rehabilitated Manholes a. Testing of rehabilitated manf�oles for watertightness shall be pertormed by the Contractor after operations are complete in accordance with Section DA- 18. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment and material testing required to complete the work. Grouting, if necessary, shall be included in the above unit price. Grouting of the pipe seals, bench and trough, and Iower, portion of a particular manhole, if re�uired by Manhole Rehabilitation Work Schedule or required to be done by the Engineer, shall be paid for separately at the Contract Unit Price. DA-13 INTERIOR MANHOLE COATING - RAVEN LINING SYSTEM: D� A. GENERAL I�I � � 1. Scope � This section governs all work, mater�als and testing required for the application of interior manhole coating. Manholes d�signated for interior coating are listed of the Manhole ASC-11 oa��s/ss � � ,� u� PART DA - ADDITIONAL SPECIAL CONDITIONS Rehabilitation Schedule, listed; in Section I. Interior manhole coating shall meet the requirements of this Section, or of Section DA-10, DA-11, DA-12, or DA-14. 2. Description � �� The Contractor shall be responsible,;for the furnishing of all labor, supervision, materials, a equipment, and testing required for the completion of interior coating of manholes in accordance with the Contract Documents. , 3. Manufacturer's Recommendations Materials, mixture ratios, and procedur.es utilized for the coating process shall be in accordance with manufacturer's recommendations. 4. Manholes ;� �Manholes to be coated .are of �rick, block, or concrete construction. All manholes shall have a minimum of onee half (1 /2) specialty cement-based coating material (Quadex QM-1 s or Reliner M�P) sprayed or trowelled on coating over the original • interior surface. • B. MATERIALS 1. Scope � k� This section governs the materials required for completion of interior coating of manholes. 2. Interior Coating � Raven Ultra High-Build epoxy Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fibrous and flake fillers, is manufactured by Raven Lining systems and designated as Raven 405. 3. Specialty Cement ' � The specialty cement-based coatin� manufactured by Quadex, Inc. Cement Materials. 4. Materialldentification � material shall be either Quadex QM-1 s as � or Reliner MSP as manufactured by Standard Contractors will completely identify the; types of grout, mortar, sealant, and/or root control chemicals proposed and provi�e case histories of successful use or defend � the choice of grouting materials b'�ased on chemical and physical properties, ease of application, and expected p�rformance. These grouting materials shall }be compatible with Raven 405 inte�ior coating. The contractor shall be responsible for getting approval from Raven Lining systems and/or the grout manufacturers for the use of these grouting materials.� � . ; 5. Mixing and Handling I oa��s�ss ASC-�12 r 3 � � � � �� L�J � PART DA - ADDITIONAL SPECIAL CONDITIONS Mixing and handling of interior coating, which may be toxic under certain conditions shall be in accordance with the recommendations of the manufacturer and in such a manner as to minimize hazard to personnel. It is the responsibility of the Contractor to provide appropriate protective measures to ensure that materials are under control at all times and are not available to unauthorized personnel or animals. All � equipment shall be subject to the approval of the Engineer. Coating shall be performed only by certified applicators approved by the manufacturers. � C. EXECUTION D � � � � � l�l �J u � � � �04/16/99 t,,,� � 1. General Manhole coating shall not be performed until sealing of manhole from frame and grade adjustments, partial manhole replacement,, manhole grouting or sewer replacement/repairs are complete. 2. Temperatures Normal interior coating operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. 3. Interior Manhole Coating � a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The interior coating shall be applied to the manhole from the bottom of the manhble frame to the bench/trough., including the bench/trough. b. The interior coating shall be installed in accordance with the manufacturer's recommendations and the following procedure. 1) The surface preparation shall comply with the requirements of , Section DA-9, SURFACE PREPARATION FOR MANHOLE RESTORATION. 2) Apply a minimum of one-half (1/2) inch specialty cement-based product (Quadex QM-1 s or Reliner MSP) smooth surface for" ,the urethane coating material. 3) The surface, prior to application may be damp but shall not have noticeable free water droplets seeping or running water. Mater'ral shall be spray applied per manufacturer's recommendations with a minimum thickness of 125 mils (0.125 inch). 4) After the walls are coated, the wooden bench covers shall be removed and the bench spray,ed to the same average and minimum thickness as required for the walls. ASC-13 PART DA - ADDITI�NAL SPECIAL CONDITIONS . , 5) The final ap�ilication shall have a minimum of three (3) hours cure 'time or be sef hard to the touch, before being subjected to active flow. m 6) No applications shall be made to frozen surfaces or if freezing is expected to � occur in side the manhole within 24 hours after application. � , �� 4. Testing of Rehabilitated Manholes ey a. After• the epoxy liner� has set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material o�gr the area. All blisters and evidence of uneven cover shall be repaired acci�rding to the manufacturer's recommendations. Spot check of coating thickhess may be made by Owner's Representative, and the contractor shall repair, these areas as required, at no additional cost to the Owner. 3 e � b. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after operations are complete in accordance with Section DA- 18 — VACUUM TESTI�IG OF REHABILITATED MANHOLES. D. MEASUREMENT AND PAYMENT Payment shall be based on the Contract Unit Price per vertical foot, measured from the bottom of the frame to the top of the �ench. The Contract Unit Price shall be payment in full for performing the work and for furnishing all labor, supervision, materials, equipment all testing necessary to complete the �ork. Payment for grouting of pipe seals, bench and trough and manhole walls shall be based on the Contract Unit Price for each manhole .actually grouted. � „ , DA-14 INTERIOR MANHOLE COATING: PERMACAST SYSTEM WITH EPDXY `LINER: OMITTED � � DA-15 INTERIOR MANHOLE COATING-S�`RONG-SEAL-SYSTEM: OMITTED DA-16 RIGID FIBERGLASS MANHOLE LII�ERS: OMITTED DA-17 PVC LINED CONCRETE WALL REC:ONSTRUCTION: OMITTED �, ,, DA-18 PRESSURE GROUTING: OMITTED 9 DA-19 VACUUM TESTING OF REHABILITATED MANHOLES: OMITTED �fi DA-20 FIBERGLASS MANHOLES: OMITTED �. DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER VALVES: OMITTED .a 04/16/99 A� u� ui� ASC�"14 a, � a PART DA - ADDITIONAL SPECIAL CONDITIONS QDA-22 REPLACEMENT OF CONCRETE CURB AND GUTTER: � Contractor shall replace ali damaged �xisting curb and gutter, as designated by the Construction Engineer, and replace with standard concrete curb and gutter, laydown curb and gutter, or in like kind, as governed by the standard City Specifications. Pay limits for laydown curb and gutter are � as shown in DraVving No. S-S5 of the Standard Specifications. Included, and figured subsidiary to this unit price, will be the required excavation into the street to aid in the construction of the curb and gutter. The pay limit will be 9" out from the gutter lip, with same day haul-off of the removed � material to a suitable dump site. The street void shall be filled with H.M.A.C. "Type D" mix and compacted to standard City densities and top soil, if needed, shall be added and leveled to grade behind the curb. Existing improvements within the parkway such as water meters, sprinkler � system, etc. damaged during construction shall be replaced with same or better at no cost to the City. Backfill for curb and gutter shall be completed within fourteen (14) calendar days from the day of � demolition to date of completion. if the contractor fails to complete the work within fourteen (14) calendar days, a$100 dollar liquidated damage will be assessed per block per day. � The unit price bid per linear foot shall be full compensation for all. materials, labor, equipment and incidentals necessary to complete the work. � DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS: This item shall include the removal and replacement of existing concrete driveways, due to � deterioration or in situations where curb and gutter is replaced to adjust grades to eliminate ponding water with same day haul-off of the removed material to a suitable �dump site. For specifications governing this item see Item No. 104 "Removing Old Concrete", Item No. 504" Q Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. � The unit price bid per square yard shall be full compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. aDA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASE: The contractar shall remove all existing deformed H.M.A.C. pavement and/or bad base material � that shows surface deterioration and/ar complete failure. The Engineer will identify these areas upon which time the contractor will begin work. The failed area shall be saw cut, or other similar means, out of the existing pavement in square or rectangular fashion. The side faces shall be cut Q vertically and all failed and loose material excavated. As a part of the excavation process, all unsatisfactory base material shall be removed, if required, to a depth sufficient to obtain stable sub-base. The total depth of excavation could range from a couple of inches to include the � surface-base-some sub-base removal for which the Engineer will select the necessary depth. The remaining good rnaterial shall be leveled and uniformly made ready to accept the fill material. All excavated material shall be hauled off site, the same day as excavated, to a suitable dump site. DAfter satisfactory completion of removal as outlined above, the contractor shall place the permanent pavement patch, with "Type� D" sUrface mix. This item will always be used even if no � o4/rs�ss ASCL15 � PART DA - ADDITIONi4L SPECIAL CONDITIONS � base improvements are required. The' proposed H.M.A.C. repair shall match the existing pavement section or the depth of the failed'�naterial, whichever is greater. However, the patch thickness shall be a minimum of 2 inches. �enerally the existing H.M.A.C. pavement thickness will not exceed 6". Before the patch layers are applied, any loose material, mud and/or water shall be removed. A liquid asphalt tack coat shall be applied to all exposed surfaces. Placement of the surface mix lifts shall not exceed 3 inches with vibrator compactions to follow each lift.. Compactions of the mix shall be to standard densities of the City of Fort Worth, made in preparation to accept the recycling process. a All applicable provisions of Standard Specific tion Ifem Nos. 300 "Asphalts, Oils, and Emulsions", 304 "Prime Coat", and 312 "Hot-Mix Asphalti�Concrete" shall govern work. � ,�A The unit price bid per cubic yard shall be full c�ompensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-25 GR!#DED CRUSHED STONES: �° � This item shall be used to repair the failed base material in areas exceed 8" deep as directed by the Engineer. The material shall be graded crt�shed stones. • For specifications governing this item see Item No. 208 "Flexible Base". The unit price bid per cubic yard shall be� full compensation for all materials, labor, equipment and incidentals necessary to complete the work. DA-26 WEDGE MILLING 2" TO 0" DEPTH 5:0' WIDE: OMITTED DA-27 BUTT JOINTS - MILLED: OMITTED €� DA-28 2" H.M.A.C. SURFACE COURSE (Tl(PE "D" MI�: OMITTED A DA29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER: i} This item shall include the removal and reconstruction of existing concrete valley gutters at locations to be determined in field: � Removal of existing concrete valley, asphal� pavement, concrete base, curb and gutter, and necessary excavation to install the concrete y�lley gutters all shall be subsidiary to this pay item. Furnishing and placing of 2:27 concrete base and crushed limestone to a depth as directed by the Engineer and necessary asphalt transitit�ns as shown in the concrete valley gutter details, shall be subsidiary to this Pay Item. " �A See standard specification Item No. 314, "Conc�ete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing OI�� Concrete", Item No. 106, "Unclassified Str�eet Excavation" Item No. 208 "Flexible Base." Me�surement for final quantities .of valley gutter will be by the square yard of concrete pavement and� he curb and gutter section will be included. ,� Contractor may substitute 5" non-reinforced (2:27) Concrete Base in lieu of Crushed Stone at no additional cost. See Item 314" Concrete Pavement". �, 04/16/99 ASG16 u � � � `� [� PART DA - ADDITIONAL SPECIAL CONDITIONS Asphalt base material may be required at times as directed by the Engineer to expedite the work at locations identified in the field. � The concrete shall be designed to achieve a minimum compressive strength of 3000 pounds° per square inch. Contractor shall work on one-half of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on each half within seven (7) calendar days. If the contractor fails to complete the work on each half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each half of valley gutter per day. � The unit price bid� per square yard for Concrete Valley as shown on the proposal will be full compensation for materials, labor, equipment, tools and incidentals necessary to complete the work. �. f�J L� � J ,� DA-30 NEW.7" CONCRETE VALLEY GUTTER: OMITTED DA-31 NEW 4" STANDARD WHEELCHAIR RAMP: OMITTED DA-32 8" PAVEMENT PULVERIZATION: OMITTED DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTI�LITY CU�: OMITTED DA-34 RAISED PAVEMENT MARKERS: OMITTED DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL HANDLING: OMITTED DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL: OMITTED DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC: QA. GENERAL: D 1. General Conditions, Suppl�mental Conditions, applicable requirements of Division 1- General Requirements and the North Central Texas Council of Governments (NCTCOG) Standard Specifications, are �hereby made a part of this section. � 2. �'his item shall govern for the installation of rock riprap of the various sizes shown on the plans. DB. DESIGN'CRITERIA: D 1. The toe of the riprap revetment shall be entrenched in stable channel bottoms. If the channel bottom is not stable, the design shall incorporate other requirements needed to stabilize the revetment toe. � 04/i6/99 ASC-17 L�J , , � PART DA - ADDITIONi4L SPECIAL CONDITIONS ,. .� 2. The channel side slope shall be as� shown on the drawings. , 3. Engineering filter fabric material shall be placed underneath th�e riprap. C. 4. Riprap shall extend up the bank to an elevation where vegetation will provide adequate protection. See cross sections. � PRODUCT: ` , 1. RIPRi4P MATERIAL: Stone for riprap shall be du'rable and of a suitable quality to insure permanence in the structt�te. It shall be free from cracks, seams and other defects that would tend to incr�ase deterioration. Rock shall be reasonably well graded between the following pre��ribed limits: 24" Riprap Sieve Size (Sauare Meshl 24 inch 18 inch 12 inch 6 inch . : x � � m Percent Passina 100 ' 80-90 �5-55 0-20 18" Riprap Sieve Size lSauare Mesh) 18 inch 12 inch 6 inch 3 inch .; Percent Passina 100 '' 60-85 ' 15-45 , . 0-15 2. RIPRAP WEIGHT: Weight of ro�k shall be one hundred fifty five pounds pe� solid cubic foot (min.) calculated from tfi� bulk specific gravity (saturated surface dry). , 3. FILTER FABRIC BLANKET: , Approved Manufactur�r: . Supac - Heavy Grade 8NP (UV) . �'revira 011 /280 . ,Amoco 4553 . 'pr Equal Heavy Grade 4. RIPRAP GROUTING d, 04/i 6/99 a. FINE AGGREGATE: Fine aggregate for grouting mix shall consist of natural sand, manufactured sand, or a com�ination of natural and manufactured sands. The grading and uniformity .of the fine �ggregate shall conform to the following requirements as delivered to the mixers: , � Sieve Designation, U.S. " Permissible Limits Standard Sauare Mesh �� Percen�' bv Wei4ht. Passinq M �� ;, ASC;�I 8 � � a LS � D � � D � � � Q � a � a � L'�J PART DA - ADDITIONAL SPECIAL CONDITIONS 3/8 in. (9.5 mm) No. 4 (4.75 mm) No. 8 (2.36 mm) No: 16 (1.18 mm) No. 30 (600 um) No. 50 (300 um) No. 100 (150 um) EXECUTION: 1. CONSTRUCTION: ioo 95 - 100 80 - 95 55 - 75 30 - 60 12-30 2-10 a. The channel side slope and the toe excavation shall be prepared, to the required� lines and grades. b. Filter fabric and riprap shall be placed in success�on to the required thicknesses and elevations. Riprap shall be hand placed around structures to prevent damage. to the°structures. 2. INSTALLATION OF THE FILTER F�4BRIC (GEOTEXTILE): The geotextile shall be placed in the manner,and at the locations shown on the drawings. At the time of installation, the geotextile shall be rejected if it has defects, rips, holes, flaws, deterioration or damage incurred during manufacture, transportation or storage. The surface to receive the geotextile shall be prepared to a relatively smooth condition free of obstructions, depressions, debris, and soft or low density pockets of material. Erosion features such as rills, gullies, etc. must be graded out of the surface before geotextile placement. The geotextile shall be placed with the �ong dimension perpendicular to the centerline of tl�e channel and laid smooth and free of tension, stress, folds, wrinkles, or creases. The strips shall be placed, to provide a minimum width of 24-inches of overlap for each joint. Temporary pinning of the textile to help hold it in place until the rock riprap is placed. The temporary pins shall be removed as the riprap is plaeed to relieve high tensile stress which may occur during placement of material� on the geotextile. The specified placement procedure requires that the length of the geotextile be greater than the actual slope length. The Contractor shall adjust the actual� length of the geotextile used based on initial installation experience. The geotextile shall be protected at all times during construction from contamination by surface runoff and any geotextile so contaminated shall be removed and replaced with uncontaminated geotextile. Any geotextile damaged during its installation or during placement of riprap shall be replaced by the Contractor at no cost to the Owner. The work shall be scheduled so that the� covering of the geotextile with a layer of the specified material is accomplished �rithin seven (7) calendar days after placement of the geotextile. Failure to comply shall require replacement of geotextile. The geotextile tshall be protected from damage prior to and during the placement of rock riprap. Before placement of gabion units, the Contractor shall demonstrate that the placement technique will prei�ent damage to the geotextile. In no case shall any type of equipment be allowed on the unprotected geotextile. ASC-19 04/i 6/99 L�J PART DA - ADDITIO�VAL SPECIAL CONDI'�IONS F 3. RIPRAP PLACEMENT: Stone for riprap shall be placed on the filter fabric blanket in s�ch a manner as to produce a reasonably well graded mass of rock with the minimum practicable percentage of voids and shall be constructed within the specified tolerance to the lines and gr�des shown on the drawings. Then intent of these specifications is to require pla�ement of riprap to the thickness shown and to allow isolated stones to extend as much as six inches above grade. Riprap shall be placed to its full course thickness at; one operation and' in such a manner as to avoid displacing the fabric. The larger stones shall be well distributed and the entire mass of stones in their �inal position shall conform to the gradation specified hereinbefore. The finished riprap shall be free frorta objectionable pockets of small stones and clusters of larger stones. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at. the quarry or other source, by controlled dumping of successive loads during final placing, or by other methods of placement which , will produce the specified results. Rearranging of individual stones, by mechanical equipment or by hand will be required to the extent necessary to obtain a reasonably well graded distribution of stone specified above. The Contractor shall maintain Ethe riprap protection until accepted. Any material displaced by any cause shall be replaced at his erosion to the lines and grades shown on the Drawings. 4. GROUT PLACEMENT: Grout �hall be composed of cement, water and air-entraining admixture and sand mixed in th„e proportions of 1 part of Portland cement to 3 parts of sand, sufficient water to produ�e a workable mixture, and that amount of admixture which will entrain sufficient aiC to produce durable grout, as determined by the ENGINEER. Sand for grouting,�hall conform to the requirements of paragraph: FINE AGGREGATE. The grout shall be mixed in a concrete mixer in the manner specified for concrete except that the time of mixing shall be ihcreased to that necessary to produce a mixture having a consistency such as to permit gravity flow into the interstices of the riprap with the help of limited s�ading and brooming. The grout shall be used in the work within a period of one �(1)'�our after mixing� Retempering of ground will not be permitted. Riprap shall not be grouted when the ambient temperature is below 35 degree F. or above 95 degrees�F. unless approved by the ENGINEER in writing; nor when the grout, without special protection, is likely to be subjected to freezing temperatures before final set ha� occurred. Prior to grouting, all surfaces of `riprap shall be wetted. The riprap shall be grouted in successive longitudinal strips, approximately 10 feet in width, commencing a�; the lowest strip and working up the slope. Grout shall be brought to the place of final deposit by approved means, and in no case will grout be permitted to flow on the riprapped surface a distance in excess of 10 feet. Immediately after dumping the batch of grout, it shall be distributed over the surface° of the strip by the use of brooms and the grout"worked into place between stones with suitable spades, trowels, or vibrating equipment. �;,As a final operation, the grout shall be removed from the top surfaces of the upper stones and from pockets and depressions in the surface of the stone protection. After completion of any strip as specified, no workman or any load shall be permitted on the grouted surface for a period of at least 24 hours. The grduted surface shall be protected from [�in, flowing water, and mechanical injury. The surface of all grouted riprap shall"be cured by keeping.the surface continuously wet for a period of not less than 7 days. 04/16/99 �is�i-2� � � PART DA - ADDITIONAL SPECIAL CONDITIONS aE. MEASUREMENT AND PAYMENT D 1. FILTER FABRIC: Filter fabric will be measured by the square yard for material used including that required at toes and thickened edges of rip'rap. Payment for filter fabric will be made at the contract unit price per square yard wh'rch includes all plant, labor, ry material, and all installation costs in-place, complete. u 2. STONE RIPRAP: Stone (rock) riprap will be measured by the cubic yard using actual� plan dimensions. Payment for riprap will be made at the contract unit price per cubic � yard which includ2s all plant, labor, material, and installation costs in-place, complete. 3. GROUT: Grout for rock riprap will be measured by the square yard using actual plan adimensions. Payment for grout will be made at the contract unit price per square yard which includes all plant, labor, material, and installation costs in-place, complete. DDA-38 CONCRETE PIPE FITTINGS AND SPECIALS: OMITTED l� L�1 L�J � � � L!�' Lil � r D04/16/99 %isC-2� �I � � 1� � � I�? L�' � E�9 � C� 0 0 � � � �� PART E MATERIAL SPECIFICATIONS � L'� �� SECTION E SPEClFICATIONS JANUARY 1, 1978 � All materiafs, construction methods and procedures used in this ro'ect shall conform to P 1 Sections E1, E,2 and E2A of fhe Fo�t Worth Water Department General Contract pDocuments and General Specifications, together with any additional material specifications(s), construction(s) or later revision(s). (See revisions listed on this sheet). Sections E1, E2 and E2A of the Fort Worth Water Department General Contract � Documents and General Specifications are hereby made a part of this contract document by reference for all purposes, the same as if copies verbatim herein, and such Sections are filed and kept in the office of the City Secretary of the City of Fort Worth as an official precord of the City of Fort Worth. QINDEX E1 MATERIAL SPECIFtCATlONS � � !J 1 �J 1!1 u 1�1 � � LI� � E2 CONSTRUCTION SPECIFICATIONS E2A GENERAL DESIGN DETAILS � Ltl � � �� EXCAVATIDN, BACKF�ILL AND PAVEMENT REPAIR UNDER EXISTING STREETS MIN. 2' HD7 OR CDLD MIX ASPHALT7 -�EMPORARY PAVING REPAIR SHOWN - FIJR PERMANEN7 PAVING REPAIR DETAIL SEE FIGURES 1-5 OR AS SPECIFIED IN THE PLANS OR SPECIFICATIONS. EXIST. STREET PAVEMENT, "o"o"o"o 0 0 0 0 o"o"avo�a�o�`o"o"o� o"o�o�o-o�o-o-o-o-o-o- %/j o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 � MIN. 6' C �Ci�y � • � •%�� . / ' � • � �/� FLEX-BASE MATERIAL� � �� ' • •' • . � . Q : • �� 4 ., • . `. �/ ��.�i'�/��.•�i� ��.// •//�/��/.. .�• � ' : v � : •• . .. •. . � • .a .. . ♦ . 4 ` . ' •• .' :. • '� ..' : ' ' • BDTTQM QF" TEMP�RARY �R � � ' • !'' ' • , . � 4 ; � . . .. � � • PERMANENT PAVEMENT REPAIR �� . �' • .. � . : � . ' EXIST. BASE � � �.� . . • . • .L. . • ' ,.'' . . . - .. . .:.. � : ' �1Q� .: . . . . Q . ' ' �'... .. �� .�. TYPE C BACKFILL SEE SPEC. El-2 1'-f�' MAXIMUM � SAND MATERIA�• EMBEDMENT SEE SPEC. El-2 � � � � 0 MINIMUM 6' SAND EMBEDMENT COVER NIMUM 6' EMBEDMENT � � INCLUDED IN LINEAR F�OT BID PRICE. []F PIPE �I�uRE A <WATER SIZES UP T� & �NCLUDING �2u) NTS REV: MARCH 25, 1999 � EXCA�/ATIDN, BACK�ILL AND PA�/EMENT REPAIR UNDER EXISTING STREETS MIN. 2' H�T OR CDLD MIX ASPHALT �XIST. STREET PAVEMENT � � I�I :.. . . �•� •�� ,a ; •.. • • .a.'. . .. , •� . ►�'� •, . . . , .' :�' ' : , . EXIST. BASE --TEMPCIRARY PAVING REPAIR SHOWN - F�R PERMANENT PAVING REPAIR DETAIL; SEE FIGURES 1-5 OR AS SPECIFIED IN THE PLANS �R SPECIFICATIDNS. �/.i .- . .; _/ .-; , j.� ." �/., //,� - �/.. .. � MIN. 6 CQN(F' C �D �� f . � � FLEX-$ASE MATERIAL�/'�� . � • , • : • • . k I.�.�'�'// �.•"i // . .' //.<-` � /� : i /� ;.� / ;• . . ; • . ; �'• : a� . � SOTT�M DF TEMPORARY OR � . . .'� : � ��' ' • . .'° �' ' PERMANENT PAVEMENT REPAIR � . - .. . : � . ' • •• ' ' � - �• . � �TYPE C BACKFILL Q � SAND MATERIAL : � ; : . . :4.� . '. SEE SPEC. El-2 EMBEDMENT I'-6' MAXIMUM � SEE SPEC. El-2 : -., �� , �. . , � U SEWER - MINIMUM I2' , : , � � • � " . :�, � SAND EMBEDMENT COVER � , 2) WATER -- MINIMUM 6' "�� ' :��.� ''' SAND EMBEDMENT COVER �•�:� "�� . . ' � CRUSHED ST�NE � � � � � � � � :.� :� �' , ,�Q� • � ' SEE SPEC. E1-3 MINIMUM 6' EMBEDMENT �� '.' �'' � ' -'�� .. '" „�: ' •'�_ � • : . '. .: ••� � „ . , .. �•^�" �� ':a•:=' ''.•• : _.,,,:� . �•;.�: i''.: . � . ..- . . --'� � --- - ( � INCLUDED IN LINEAR; F�[]T BID PRICE OF PIPE �IGURE CSEWER� ALL CWATER SIZES 16� NTS B SIZES) & LARGER� REV: MARCH 25. 1999 � NOTE: Bearing Areas shown are based on 150 P.S.1.G test-pressure and 3000 �'�� P.S.F. soil bearing value. 9� �� / o ��' �5.. Plug .ip f�[ `r.t; �� 4. �rD�; fL4i n :t.•�;,� �� t Y�,,,�:.�; i � Tee 1500# Concrete :',•::h;c•,'"�� , 'v, i ".:: �;: .� .i _r,:'°; ��: .'::s:•ti ::r:i t .�.. � � ,.. •-. � : ••. �� . , r� • .;,. �� : - � _'.;? . :: ; :: ;=; ; - � •�� ' •.• �,�'• ! p : i ; X •�''�:''�+,•�•=�.•`� - t rX� � � .:� ... v,: :.;. .! �:, - � � • • D � � ' D � � 0. "E" �1500� Concrete . . D ��f �� 0 6 � .:•. '90 0 � • �°� �'s :-.-� � �' o's ..a':; . -�. �°� °'s :s' �c s; �:., °�s � •: • ' .e. .�f, .o�� •.t�o.;�ie�,s'o�r •� , � • � �S:.�i: � ��•4w . \ `` �� HORlZONTAL �LOCKtNG TA6LE �' . ,' � P i pe �'` S i ze � � � � � � � � � 4� � 6" g�� to" 12" 16" 20�� 24� � 3p�� „35�� 42�� y„ NOTES: -'�Dimension "X" May Vary !f Necessary To Provide Bearing Against Undisturbed Trench Wall X- •• Dim. Ft. l�. 1.5 1.5 1.5 1.5 2 2 2 2• 5 2. 5 � y.0 ,-,-,� . . - � .� 11°�- 15' Z?' - 30' 45° 9�° Tee � Plug Min. ri�x -r�in. �Max. -Min. Max. �Min. Max. � Min. Max ��q�� qrP t ��R�� Area Vc�l ,��C�� Area VOl . ��D�� ArPa 1101 . ��E�� arPa Vc>1 .90 .8 .05. .95 •90 .05 .95 •�0 .05 .91 .82 .05 1.i6 .5 .05 .90 :8 .OS: •95 •g0 .05 1.05 1.10 .05 1.j3 1.99 .05 1.19 i.41' .OS .90 .8 .fl5 .95 .90 .05 1.41 2.00 .0�5 1.86 3.47 .1 1.57 2.4 .l .90 .8 .OS} 1.26 1.60 .OS 1.79 3.20 .1 2.18 5.62 .2 1.99 3•98 .15 1.10 i.2 .OS 1.48 2.30 .l 2.14 4.50 .2 2.83 $.00 .3 2•3$ 5•65 •2 �.4i 2.0 .� 2.oa 4.00 .� 2.83 8.00 .4 3.�5 t�.to .65 3.�6 �o.00 .5 �.77 3.to .2 z.54 6.20 .3 3•52 l2•40 .6 4.70:�.00 �.15 3•9415•55 •?5 2.14 4. SO . 25 3. 00 9. 00 . 5 4.25 18. l 0 .95 5. 65 32• 00 1. 85 4.76' 2. 60 1. OS 2.66 7.10 .55 3•78 14.20 1.0 5.30 28.20 1.75 7•05 �+3�0 3.4 5.91 35•33�. t 3• 33 10.00 .75 �+. 50 ,Za4o 1.4 6.36 +0.80 2.65 8.50 72.00 5.1 7.20��1 . 00 2.95 3.72 13.�p1.2 5.�,� z7.bo 2.2 �.4t �S�o 4.1 Q.9o'�7r�o 7.9 8.30 E�.00 �.75 4. 38 18. 30 1.6 6. 00 36�.00 2. � 8.48 j� 0 5.4 1 1. 14 1�i.S0 to.4 9. 50 90.0� 6.15 j�.ao ��.SdW.00 6.70-��00 7.00 _ 9.40 �8$0o io.00 13.00 ��2c�oliF.nn) 1o.7c115�olt2.oc� Minimum areas shown are in square feet. Volumes shown are in cubic yards. Vertical dimensions of all block bearing areas shall be identical to the horizontal dimension shown. HORIZONTAL 6LOCKlNG DETAiL E-1-20 Material F! G U R E � E-2-20 Construction � .� _____ Bend � 4 � � i� � � t�0# Con� '4../ \� � Be' smaller = 24" or rer is gre�ter. !4" = o.d. of Pipe id a mi n. of 6'' beyond �� _�� Typ. � �.] RU68ER GASKET JO{NT M. J. - M. J. Bend '� - � . � p a - � � � �� t, • � M y� � • ;:_'``�. �• � �r"`='s � ' .i �:n �?,� : �g ' �� :.* �- ��',.;�;;`�,`.,�,, �� -�?c�:;z J� `�: = r':�a . � ' -a' ` ,: 1..i `-- � . � \ � Typ• � �� .Bell-Bell Bend r7 � 1500# Concrete � Keep a min. of l'-0" clearance between conc. and joints or botts on C.1. Pipe. or in excess of 1'-0" as detaited. 0 0 �� i � � .' ;i, � / y' `� •• _ �Yty /� � . Main � 1500# Cnncrete � I :�' � MECHANI CAL JO1 NT , Main � - `� 1 _�-__._.__.,... _.�.,..__........,s "^. • : v�`•w• f'� � �rj: ,:�.;:`'''�:_� � w . �s'�,,�. ;. r �.• � Z+_O'r . � TYP• BELL AND SPlGOT JOINT CRADLE DETAIL FlGURE t0 �-1-78 .r. •• ., "_' ' :� Note: When crqdle is shown or specified for installation on concre�e pipe the fuli joint length of t�e pi pe or fitting sh% " bE cradled. E 1-20 Materials E 2-20 Construction � I � � � � � � � � � � � � i� , SILICON� JOIN i S�AI.AN i 4 � � 1 - _ , r � �' �I • . �' ' � SAWED JOINT FACE � � . �' l.,..► U � "� �� . ;�� 3�8' D►A. CLOSED CELL EXPANDED c 4 '� ' �� POLYETNYLEt�E FOAM BACK�R R0� v, I • �. � � ' `� - : �• : .• FlRST POUR � �' SECOND POUR 'COLD' JOINT CO�SiRUCTION � JOiNT DETQIL N0. 2 SEAL FOR LONGiTUDINAI. AND � TRAHSVEF�SE CO�tSTRUCTION BUTT JOINT � N.7.5. � � JOlN7 DEPTN � �PAVEMch` i i HICKNESS �=�J� � � i 6' �-_7, . � 7=8' . � � � � � � � � �� ! � � (� � La � JOlNT �DEP'TH t T/� ). 1��4� } �lz' � 3/s' 2' � f4, SIUCON� J�IN i SEALANT � r - �` �� '•� • % �� ' �� SAWED JOItST FACE • c \ ( . , ..... ,•:., 3 ` • � /� DIA. CLOSc.D CELL EXPAND�D t �: :�. O � � ' � � POLYETHYLENE FOAN, BACKcrc ROQ l'.•' ''� � • :,� , .; •,: . ,•, JOINT DETa1L N0.3 SEAL FOR SAWED DUM}�Y JO1NT N.7.5. � SI�ICONE JOINi ScALAN�' �4 � n � \ i •'; •. . . . .. , . - . r� �. � r `L'_ � �— . . , :-- '�6 SMOOiH-�� i;;�� ;,� ' .,., �. r. :;;; . � ,,.. . , ,. - T � : ;;: � � � .- ., . . ------------------�------------ POLYETHYLFt�E BOND BREAKER TAPE REDwOOD EXPANS�ON JOINT FiLLER DOWEL SUPPORT 6ASKET JO(NT DETAf� N0. t SEAL FOR EXPANSION .lOIi�T N.T.S. SUPPLE�tENT TO i&Pw �lGURE t: WHEN EXISTING CONCRFTE IS CUT, SUCH CUTS SHAL� SE titADE WiTH A CONC:=�ETE SAW. Q�L SAWlNG SHALL 6E S1�851�1ARY TO THE UN1T COST OF THE I�EM FOR WH1CN SAWING IS REOUIRED. JO1NT DET�1l..S NQS. 1, 2& 3 OF T4E TfxPW PAVING DESA�LS SnALL 6� APPLlCABLE. � � � [�� E�J �� 0 � � �� 0 PART F , BONDS AND INSURANCE CERTiFICATES 0 f U �Sent By: S J LOUIS CONST; 817 640 0030; Aug-12-99 1:39PM; Page 4/4 L,J � � � 1 � � I � I M � I � � � I I �' � CERTlFICATF nF lNSURANCF. TO: C1TY OF FORT WOR'3'H llate: 8/16/99 NAME OF PROdECT: �� 106R Drainage Area Sanitary Sewer System Rehabilitation and Improvemerits (Group 4, Contract 2) Part 8, Sections A and B PROJECT NUMBER: PS46-07046010150 — Sewer � PW53-060530175050 — Water � IS TO CEit7'rFY THAT�: 5. J. Louis Construction, Inc. : is, at thc datc of this cercifica�e� Insurcd by ihis C;anpa��y with respect tp the:busincss operacions hereinafter described, for thc type of insWance and accordance wid� provi�iuns of the standard policies used by this Company, and furtkier hereina8er descnbod. Exceptions to stanci�ud policy noted on reverse side hereof. Policy Worker's Compensation 98tnTCt�IlV129252 Compr�hensive Gcneral Liabiiity insurance (Public �I0258275 l.iai�ility) Bfasting Collapsa of Buildii�g or suuctures adjecent �o excavat[ons Damagc ta Underground Utilities Builder's Risk Comprthtnsive Automobile Liabiliry CCI0258275 CCI0258275 "rYP� UF iNSURANC£ • E�`ective Ex ires llrl-98 11-1—�9 11-1-98� 11-1-99 11-1-98 11-1-98 �CCI0258275 11-1-98 �CCI0258275 � 11-1-98 CBA0258275 11-1-98 Conn�scntal Lisbiliry ��T Umbrella � CCI0258275 11-1-98 IOlAZUT��000018� 11—lry� { 11-1-9:9 11-1-99 Limiu of Liability SSUU,UUU/�SUU,UUU/�;00,000 Bodify Injury: 1, 000, OGO Fa.Occurreace: S � � U��e�l, 000, 0( 0 Es. Oacucrence: Sl, UUU, Ul 0 Ea Uccurrenee: gl, 000, 0( 0 11-1-99 � Ea.Occurrence; ��:_000,0( 0 � 11-1—yy � �/,5uu,uuu . Bodily Injury: . ' 11-1-99 - Ea Person: S$l, 000, 00� CSL Ea. Occurrence: S Praperry Damage: � Ea. Occurrcnce: S 11-1—�9 Bodily lnjury: ' Eg. Occurrcncc: S�, 000, 0+0 Property Damage: • Ea.Occurrence; S � 11-1—yy �,�ts, uuu� uuu Locations covered: Pro�ect Locatio.n Descripeioa ofoperations covered: ��rati°�ns of S. J. LouiS Construction 'fhe above policies either in the body theroof ot by �ppropriate endorsement provided that they may not bo changed or canceled by the incurer in lesc than Cve (5) days after the inswed has received written natice of such changelor cancel latien. Whero applicable locat laws or rogulstions require more than five (5) days actual notice of change or cance(istion to be assured, thC abova policias conrain such specinl rcquircrncnu, eithu in the bddy thercvf or by appropriatc etui�rsement - thereto attached. � ' A¢encv �ordia of 2•iiruiesota �,,,, �V�„�, �,� Mis�nesota. Agent . Iaurent R. Laventure Address 7701 Yrtirk�l�T�n1.1��.o.�tli � P9inneapolis, PMI 55435 `—. /� �, aY �.:�' �/� �� '. '1'itle Senior Vice Present i� �� .� �.•l CONTRACTOR COMPLIANCE WITH WORKERS' COMPENSATION LAW Pursuant to V.T.C.A Labor Code Section 406.096, Contractor certifies that it provides workers' compensation insurance coverage for all its employees employed on city of Fort Worth Project Number PS46- 070460410150 & PW53-060530175050 S.J. LOUIS CONSTRUCTION. INC. CONTRACTOR By: � � ' d�... ._ �/ • JF�� ZX�YT G�.G� �". Title �//�/99 Date �� u � i� :�l �J _.� .� .�J STATE OF TEXAS COUNTY OF TARRANT � � BEFORE ME, the undersigned authority, on this day personally appeare �'��dy%�-a-f�% known to me be the person whose name is s b ibe to the fo going ins ment, and ac o edged to me that he executed the same as the act and deed of �5 �M „$�. �t�_ for the purpose and consideration therein expressed and in the capacity therein s te . c.�y� GIVEN UNDER MY HAND AND SEAL OF OFFICE this f�17/l�l[.,.5�' .19 �GI . /- / �� ' Notary Public in and for the State of Texas .•-�, ��`��-RY PG�� PAM G, CRABLE JZ�•' � �! :*; �' NOTARY PUBIIC �� P`` STATE OF TEXAS 'rj ��'�n k4.�� ,.,,, Mv Gcann�i. �x�. p8�25-01 ��x�..n.�..:,"w.e��M1�r.n.N.,,.r•n .,,,,,• �� `—� day of �i�� /� .-J � � � � � � � � � � Q � Q Q � � � �� 0 _.}" r' -; . .� �. „. � �� -�r � �� 1 ♦ a- 0 u �� J � � l�l I �l � C L�J ��J �•I � n � r�rir•orzMnNcr� �oN� Bond No. 41BCSAC0397 '1'I If; S'1'A"i'E UF'I'GX�S COUN"i'Y OI� TARRANT � KNOW ALL MEN BY TI-1GSL; I'RE:SL-'NTS: "�'h�t we (I) S.,1. LOUIS CONSTI2.UCTlON, INC. a(2) CORPORA7'ION of TCXAS, hereina(�ter call Principal, and (3)I-iartford Fire Insuranee Companya corporation organized and existing under the laws of the State and fully authorized to transact business in the Statc of "i'exas, as Surety, are held and firmly bound unlo the City of I'ort Worth, a municipal c�r��oration org�nized and�� exislin� under fhe laws of the State of "I'exas, herein�fler callcd U�vncr, in the pcnal sum of: � SGVGN IIUNDRED r1rTY-T}IRCG TIiUUSANU Tl-IRLG HUNDRGI) SIX'tY-NINC ANll NO/IOU............ ($753,369.001 Dollars in la�vful moncy of thc Unilcd States, to he ��aid in I�orl Worth, "I'arr<�nt County, "i�exas. for �he payment of which simi �vell and truly be made, �ve hereby bind ourselves, o�n� heirs, execulors, administrators and successors,.jointly and scverally, lirmly by thcse ��resents. 'i'Flf; CONDITION OP 'I'l IIS of: nt3LIGn"fION is such that Wha•eas, lhe I'rinci��al entered inlo a cer��in contract with the Cily of Port Worth, the Owiier, d�Ued the 17thnf Aua_ a copy of which is herclo altached and made a part hereof, for lhe consU-uction of: Mn1N 1AGR URAINACG AIZ�,A SAN1'1'ARY SF,Wf,R SYSTEM RGIIAI31L1TATION AN1) 1MPROVGMCNTS (CROUN 4, CUN'I'RACT 2) PART 8, SCCTIONS A ANU I3 dcsignatcd as Project No. (s) PS4(-0704CO410150 & 1'W53-0G053017Sp50, a c��y of which contract is hcrcb�� altached, referred to, and made a��tirl hereof as fully and lo lhe same e�tent as if copied at length herein, such projecl and construction being herein�l�ter rcla�i�ed lo as Ihe "work". NOW THERI�FORG, if lhe Principal shall well, lruly, and failhi�ully perfortn the work in accordance wi(h the plans, spccitications, and contract documents dtn•ing the'original term thereo�, and any extensions thereof which may be granlcd by lhc O�vncr, ��ilh or �vithoul nolicc to thc Surcly, and if hc shall s�tisf�� all claims and demands incurred under such contr�ct, and sh�ll fully indemnil'y and s�ve harmless the Owner from all costs and damages which it may suffer by reason of failin•e to do so, and shall reimbtn•se ancl rep�y the Owner all outlay and ex�iense which the O�vner may incur in making good any default, then this obli�ation shall be void; other�vlSC l0 I'CI718111 in Full force and effect. �� . � PROVIDCD PURTI-IER, lhal if any Icgal aclion filcd upon this bond, venuc sh�ll lie in l'arrant Counly, State of Texas. a � nND PRUVIDI:D Pl1RTl I['sR, th�l lhc said Surcly, (i�r valuc rcccivcd, hcrcby sti�iulatcs �nd agrccs that no � change, extension of time, alteration or addition to the terms of the conU�act or to the work lo be perf'ormed thereunder or lhe specificalions �ccompanying the same shall in any ��ise a1'fect ils obligalions on this bond, and it does hereby �vaive notice of any stich ch�nge, ezlension ol�lime, �Iteralicm ur adclition to the terms c�f lhe contract c�r to the work or to the speci(ications. �•l � �J I�l U L�'J � �l IN WITNGSS WFIGRGOI', lhis inslrumcnl is execulcd in 10 counterparts each one of which shall be deemed an original, lhis lhe1��ofAugust� 1999 AT'i'�S7': (Principal) Secretary (SLnL) _.�.-- �=' " -�—�-- ` • ' - • ��` _ - ` ��+ itncss as to I'rinci �� dress �(opD�j n.i..I'EST: x .U�1�1� A�IYI:'.��i�r•.�'��if'�P�i�4f'�`' �'! •�� 1'�. .c: •4'1/ r.r.C:. .�r. C' L�! I' � �. C 0 Z��- �Witness as to Surely 1000 Shelard Parkway #250 Minneapolis��`�SS�55426 S.J. LOUIS CONSTItUCT101V, INC. �:2 PRINCII'AL (4) f3Y: -�i�?� '—�-K�fN►�*lvJ�- �'iUe: �/, Q PO I30X 202384 ARLINCTUN, TX 7GOOG (Address) Hartford L'ire Insurance Company - -_..---�--------- • - - - - --------- ---- - • - -- Surcty - - . .. _ .� [3Y: __ �QyL��_ ___ ._ - •- Dan Borrell �Auorney-in-fact) (5) -� �. �._..-�-- 1000 Shelarcl Parkway #250 Minneapolis, MN 55426 __— �F�C�CiI'CSS�__ NO'TI;: Date of I3ond must nol be prior lo date of Contract (1) Correct Name of ConU•actor (2) /� Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surely (4) lf conlractor is Partnership all Pariners should execute I3ond (5) n lrue copy of Po�va� of �ttorncy shall be attachcd to [3ond by nttorncy-in-PacL. lJ L' � � � ��i �r s�rn•rr; or �•r:x�s § COUNTY O!''i'ARRANT § �wl L�J � P/�YMGNT i30ND KNOW ALL MEN [3Y "1'lI1;SL•; PRGSGN'I'S: 'I'hat �ve (1) S.J. LOUIS CUNSTRUC7'ION, 1NC. a(2) Cornoration of Texas, hereina(ler call Princi��al, and (3) Hartford Fire Insuranee Co � � corporation organized and existing under the laws of the St�te and fully aulhorized to transact business in the State of "1'exas, as Surety, are held and firmly bound unlo the City of Fart Worth, a municipal corporation organized and existing under the la�vs of the State of Texas, hereinaftcr c<illed Qwner, and unto all 4�erson, (irms, and corporations w�ho may furnish malerials, for or perf'orm labor upon the building or improvements hercinafter referred to in the penal sum of : SGVGN FIUNDRGU FiFTY-THRCG'T130USANU T'l112CG FIUNDRGD SIX1'Y-NING AND NO/100............ � ($753,3G9.00) Uollars in la�vful money of thc United States, to be paid in Forl Worth, 'I'arrant County, '1'exas, fc�r the payment of which sum �vell 1nd truly be made, �ve hereby bind ow•sclves, our heirs, executors, adminislrators and successors, joinlly and severally, (irmly to Ihese prescnls. � Tl If: CONUI�'ION OP 'f111S O[3LIGn'I�ION is such that Whereas, the Principal cnlercd into a ccrtain conlract �vith lhe City of Porl Worlh, thc Owncr, dalcd lhc 17tt11ay ol�� n.l). , 19)J, a co��y of which is hercto altachcd and madc a part thcrcof, for thc consU•uction of:: � MAIN lOGlt DRAINACI; AIt�A SANI"t'AItY SGW[;li SYS'I'EM itGllAl31LITA'f1UN ANO IMPItOV�MGIV'I'S (GROU[' 4, CUNTI2ACT 2) PART 8. SLC'TIONS A AND E3 � Project No. (s) PS4G-0704GU410(50 & OW53-U6U530175050 a copy of which is herelo allached, referred to �nd made a part hereof �s fully �nd lo the same exlent as if copied at length herein, such �iroject and construction being hereinaRcr referred to as thc "�vork". � � NOW TI-iLREFORG, ihe condition of ihis obligalion is such lhal, if the Princiral shall promptly make payment to all claimants as defined in ilrticle 5160, Rcvised Civil Statutcs of Texas, supplying labor and malerials in the nrosecution of the work provided for in said Contract, then this obligation shall bc null and void, othenvise i1 shall remain in full force and effecl. a � . I'� � �� rio i'� i� !� u TFIE I30ND IS M<1Df.; AND I;N'1'LiRI;�� into solely for Ihe protection of all claimants supplying labor and matcrial in the prosecution of thc work providcd for in said Contracl, as claimants �rc de(incd in s�id Arlicic S IGO, and all such claimants sh111 have a direct right of aclicm under the bond as provided in Article 5160 of the RcvisecJ Civil Statutes. a 1'ROVIDCD F�UR"1'l IGR, that if any leg�l aclion be filed upon this bond, venue shall lie in 'i'acrant Co�mty, Stale of 't'cxas, Ihat thc said Surc(y, (<�r valuc rcccivcd, hcrchy sli�wlatcs and a�rccs that no chan,�c, cxlcnsion cif lime, alleration of addition to the lerms of the contracl or lo the �vorl< to be ��erli�nned lhereunder or the s��ecilication s accompairying lhe same shall in any �vise affect ils obligation on (his bond, and it does hereUy �vaive notice of any asuch ch�nge, exiension of time, alleration or tiddilion to lhe terms of the contract or to the �vork lo the specilicalions. � � PROVIDEll PUR"t'f-IGR, that no final setlleni nt beRvecn thc O�vner and the Contractor shall abridge the righl of any benefici�iy hereunder whose claim may be insatis(ied. � IN Wl'1'NLSS WI-IGRLi01�, lhis inslrumenl is execuled in 10 counlerp�rts each one o(' which shall be dcemed an original, this lhe 17�'kl�iy of Auq_ n.p., 1999. � ;I � I'� ,� A'r�'EST: (Principal) Secret�ry C'�► U ` � ' �/I ��1� Witness as to Princip� I � -- I� D : � o� 38`� `�vl�n ��i�ddress � � �� /�'i'T�S'1': � (SEAI.) � a IJ L�J (Surety) Secretary S.J. LOUIS CONSTI2UCTION. INC. P IN IPAL (4) 13Y:__�/��-- '1�iile: y� PO I30�C 202384 AIZLINC'I'ON,'TX 7GOOC (Sli/�I,� (Address) Hartford Fire Insurance Comt�any Si ty 6Y: �� Dan Borrell (�ltorney-in-fact) (5) 1000 Shelard Parkway. #250 _____ ____ Minneapolis, MN 55426 (nddress) (nddress) NOTB: Date of [3ond must not be prior to date of conU�act (I) �Z) (3) (4) /�5�s�+�i�+��_, W itness as to Surety 1000 Shelard Parkway #250 �i�nn apolis, MN 55426 ( ress� (5) Correcl Name of Contraclor /� Corporalion, a ParUiership or an Indiviclual, as casc may bc Corrcct name of Surety If conlractor is Partncrship all Partners should execute [3ond n U•ue copy of Power of nttorncy shall be attached to [3ond by Altorney-in-PacL. L�JI ] J u CI Mn1N'I'GNANCI� L30ND 'T'I�If: S'I'A'I'F O� TEXAS � COUN"I'Y O� TARRAN'i' § � KNOW ALL MEN BY TFIGSE PRGSLNTS: '1'hat (I) S.J. LOUIS CUNSTRUCTION. INC., as Principal, acting herein by and through (2)___cor�oration ils duly authorized •, and (3)Hartford_Fire.,Insurance_Co _.____ a corpor�tion organized under the laws of the St1tc of 'I'GXAS, as surety, do hereby �cknowledge themselvcs to bc held ancl bound to pa� unlo thc a City oF �ort Worth, A Municipal Corporation, chartcred by virtuc ol' Constitution and I�iws of the Stale caf "I'cxas, �l f ort Worth, in 'I'arrint County, 'I"cxas the sum ol' I�I a SGVGN HUNURCD f IFTY-TEIRGG TI-IOUSANU T'HIiCC FIUNDR�ll SIXTY-N1NI; AND iV0/100............ !$753,36).U01 in lawful money of the Unifed States, fc�r the payment of'which sum well and truly be made unto said City of Port Worth and its successors, said Contr�ctor �nd stn•ety do hereby bind themselves, their heirs, executors. administrators, assigns and successors,.jointly and severally. �'his obligation is conditioned, ho�vevci; that, �Il � � � � L!' CI l�!' CI LJ WI•If:REnS, the Princip�l has entcred in(o � cerllin conU•acl wilh the Cily of Port Worth, , the pec(��rmance of lhe Ibllowing described public �vork and lhe conslruction of the lollowing clescribed public improvemenls: MAIN IOCft DRAINAGG AItrA SANITARY SGWt;It SYS"1'I;M RI;HABILI'i'A'TION ANl) IMPRUVCMCN'1'S (GROUP 4, CONTRACT 2) PART 8, SGCTIONS A ANU 13 of same being referred to herein and in said contracl as the Work and being designated as project PS4G- U704G04t0150 & PW53-OG0530175050 �nd s�id conU•1ct, including 111 of the specifications, conditions �nd �vritten instruments referred to therein as contract clocuments being hereby incorpor�tcd herein by reference for all pur��oses and made a part hereof, the samc as if sel oul vcrbatim hcrcin; and , W}-(EREI�S, in said ConUact, Contractor binds itself to use such materials �nd to so construct the work that it will remain in good repair and condilion lor and during the period Onc (1) Yc:►r afler thc dale of thc final acceptance of the work by the City; and Wf-tER�AS, said Contractor binds itself to maint�in said �vork in good repair and condition for said term af Uue (I) Ycar; and, WI-IGRI�nS, said Contraclor binds itself to repair or reconsU•uct the �vork in �vhole or in ��art at any titne within said period, if in lhe opinion of thc Oirector c�f the Wala� I�c��artmcnt of lhe City of l�orl Wor(h, il hc neccssary;and, WI�IERG/�S, said Contr�ctor binds itself, tipon reccivin� notice of the need tlierefor to repTir or reconsU�uct said work as herein provided. � � � NOW 'T'1-IERL�OK[�, if said Contraclor shall kee�� aiicl perfonn its said �greemcnt to maintain, rcpair or � rcconsU-ucl said �vork in lccordancc �vilh ali lhc lcrms an�l cot�clilions ol's�ii�l ConU�acl, lhcsc ��rescnts shall bc null and void, and have no force or effecL Olherwise Ihis L3ond shall be and remain in liill force and effect, and saicl City shall have and recovcr from thc said Contr�iclor �ind its surcty damages in lhc prcmiscs �irescribcd b�- said � Contract. 1�his obligation shall be continuing one and suceessive recover�es may be had hereon for successive breaches until the full amount hereof is exhaustcd. C� CII' WNGRGnS, all parties covenant end agree Ui�l if any Icgal �iclion be filcd u��on this bond, venuc sh�ll lie in "1'arrant Counly, "i'eras; and, IN Wf'TNESS WHBRCOP, this instrument is executed in 10 counlerparts, each one of which shall be dcemed an original, dated AuquSt 17,. 1999. AT'"i'GST: a CI� CI' �� J '� (Principal) Secretary (Seal) S.J. LOUIS CONSTRUC'CION. INC. PRINCIPnI, (4) [3Y: __C� ��1� -- �I�it�e: v�° �� U�� Witness �is to PrinciE�al P � � �ao�� G n � � (Address� � � �� ATTCS"T: . . � (SGn L) � O I�I u �' (Surely) Secrelary Witness as to Surely 1000 Shelard Parkway #250 Miru�eapolis, MN 55426 1'O (3UX 202384 ARLINGTON, TX 7GU06 (AdcJress) Hartford Fire Insurance Company Surely ^ f3Y: �� Dan Borre 1 (Altorney-in-ract) (5) 1000 Shelard Parkwa #250 Mpls., MN (nddress) 5�426 NOTG: Date of Bond musl not be prior lo date of Contract (1) Correct Name of Conlraclor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) lf ConU�actor is ParUicrship all I�artncrs should cxccutc I3ond (5) A true co��y of Power of nttorney shall be aUachcd to f3ond by nttorney-ii�-I�act. FG O STATE OF MINNESOTA � � � � ' � ' ' ' 1 1 1 ' ' , ' On this 17th day of August, 1999, before me appeared DAN BORRELL to me personally known, who, being duly sworn, did say that he/she is the ATTORNEY-IN-FACT of HARTFORD FIRE INSURANCE COMPANY, that the seal affixed to the foregoing instrument is the corporate seal of said corporation; that said instrument was signed and sealed on behalf of said corporation by authority of its Board of Directors, and said DAN BORRELL acknowledged said instrument to be the free act and deed of said corporation. 71✓� ,+�L" fls"c Notary Public �.,�.�v..o.v.+.. �:�� County and Date of y' PAiri�ClA H. BORCHERS �I;ITARY'?U911C • AdINNcSpIA Expiration Of Commission MyCummis;;asEzp+res�an.3!,`,�;r� � i�� - - . . . . .._. � � � Hartford, Connecticut POWER OF ATTORNEY Know all men by these Presents, That HARTFORD FIRE INSURANCE COMPANY, a corporation duly organized under the laws of the State of Connecticut, and having its principal oifice in the City of Hartford, County of Hartford, State of Connecticut, r' does hereby make, constitute and appoint DUANE MISCHKE, DAN BORRELL, PATRICIA K BORCHERS, CHARLES W. FIEBIG and PETER M. BRADT of MINNEAPOLIS, MINNESOTA .- � its true and lawful Attorney(s)-in-Fact, with full power and authority to each of said Attomey(s)-in-Fact, in their separate capacity if more than one is named above, to sign, execute and acknowledge any and all bonds and undertakings and other writings obligatory in the � nature thereof on behalf of the Company in its business of guaranteeing the fidelity of persons holding places of pubiic or private trust; guaranteeing the performance of contracts other than insurance policies; guaranteeing the performance of insurance contracts where surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or permitted in � all actions or proceedings or by law allowed, and to bind HARTFORD FIRE INSURANCE COMPANY thereby as fully and to the same � extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of HARTFORD FIRE INSURANCE COMPANY and sealed and attested by one other of such Officers, and hereby ratifies and confirms all that its said Attorney(s)-in-Fact may do in pursuance hereof. �„ This Power of Attorney is granted under and by authority of the By-Laws of HARTFORD FIRE INSURANCE COMPANY, ("the Company") � as amended by the Board of Directors at a meeting duly called and held on July 9, 1997, as follows: . ARTICLE IV SECTION 7. The President or any Vice President or Assistant Vice-President, acting with any Secretary or Assistant Secretary shall have power and authority to sign and execute and attach the seal of the Company to bonds and undertakings, recongnizances, contracts of indemnity and other writings obligatory in the nature thereof, and such instruments so signed and executed, with or without the common seal, shall be valid and binding upon y„ the Company. SECTION 8. The President or any Vice-President or any Assistant Vice President acting with any Secre[ary or Assistant Secretary, shall have power and authority to appoint, for purposes oniy of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, one or more resident Vice Presidents, resident Assistant Secretaries and Attorneys-in-Fact and at any time to remove any such resident Vice-President, resident Assistant Secretary, or Attomey-in-Fact, and revoke the power and authority given to him. Resolved, that the signatures of such Otficers and the seal of the Company may be affixed to any such power of attomey or to any certificate relating thereto by facsimile, and any such power of ariomey or certifipte bearing such facsimile signatures or facsimile seal shall be valid antl binding upon the Company and any such power so ■" executed antl certified by facsimile si9natures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bontl or untlertaking to which it is attached. � In Witness Whereof, HARTFORD FIRE INSURANCE COMPANY has caused these presents to be signed by its Assistant Vice President, and its corporate seal to be hereto affixed, duly attested by its Secretary, this 15th day of September, 1997. Attest: HARTFORD FIRE INSURANCE COMPANY .,.. -�►�i%�/1i��"�Ji�'�MG/'lSG�'� .. � � U� a�f * � SEAL � : * �� "'�.��•�o a... Richard A. Hermanson, Secretary John F. Burke, Assistant Vice President STATE OF CONNECTICUT � ss. COUNTY OF HARTFORD On this 15th day of September, A.D. 1997, before me personally came John F. Burke, to me known, who being by me duly sworn, did � depose and say: that he resides in the County of Hartford, State of Connecticut; that he is the Assistant Vice-President of HARTFORD FIRE INSURANCE COMPANY, the corporatio� described in and which executed the above instrument; that he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order. +x'�� ' � STATE OF CONNECTICUT *��'� � , � SS. ''��' JeanH.Woadak COUN7Y OF HARTFORD Natazy�� CERTIFICATE MyCommissionExpiresJune30,2�04 � I, the undersigned, Secretary of HARTFORD FIRE INSURANCE COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore, that Article IV, � Sections 7 and 8 of the By-Laws of HARTFORD FIRE INSURANCE COMPANY, set forth in the Power of Attorney, are now in force. Signed and sealed at the City of Hartford. Dated the 1%�1 day of AUCJL1St 19� 9 �F� _ * �� I� � SEAL � . •,'�,. ��o Robert L. Post, SecreWry � �r HARTFORD FIRE INSURANCE COMPANY �� Form 5-3507-9 (HF) Printed in U.S.A. � � �� m � � � � � � � � � 0 �� Q pA�T G G�,NTRp,cT � � � ' � ' eEK�L��7:t��1 � THE STATE OF TEXAS � � � COUNTY OF TARRANT � � �11G 1 � 1��9 � THIS CONTRACT, made and entered into by and between the City of Fort Worth, a home-rule municipal corporation located in Tarrant County, Texas, acting through its City Manager thereunto duly authorized so to do, Party of the First Part, hereinafter termed "OWNER", and S.J. � LOUIS CONSTRUCTION, INC. of the City of ARLINGTON, County of TARRANT and State of , TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". � WITNESSETH: That for and in consideration of the payments and agreements hereinafter � mentioned, to be made and perfornled 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: MAIN 106R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 4, CONTRACT 2) PART 8, SECTIONS A AND B And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his �r (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the ' said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the Engineers employed by the Owner, each of which has been 1 identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposal and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifications, all of whicl� are � made a part hereof and collectively and constitute the entire contract. Gl L� 1 1 1 1 L�J I�l I■' L! t!. D L!. l�l L C C � � C l�J C C' CI The Contractor hereby agrees to commence work within ten (10) days after the date written notice to do so shall have been given to him, and to substantially complete same within the time stated in the proposal. The Owner agrees to pay the contractor in current funds for the performance of the contract in accordance with the Proposal submitted therefor, subject to additions and deductions, as provided in the Contract Documents and all approved modifications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 10 counterparts in the year and say first above written. Citv of Fort Worth. Texas (Ownerl Party of the First p BY: �� ASST. City Manager CW ATTEST: r City Secretary (Seal) WITNESSES: S.J. LOUIS CONSTRUCTION, INC. PO BOX 202384 ARLINGTON, TX 76006 Contractor . By: ! ,,a�'4 �GI�/��s�- Title: �J - �/�.P,.S.l�l,�.� y(� APPROVED: � �� n �� ''"- :: �'�:_ / ��- --- -_- - A. Douglas Rademaker, P.E. Director Department of Engineering �w G�c-a'lry �' (.� L�l�� Approved as to Form and Legality: �� S inberger, Asst. City Attorney c -� / �'� �.� Contract �uthorization Date ��I � J � CONTRACTOR'S ACT OF ASSURANCE � � � D a � � u � � � � � I�J � STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, PAM CRABLE, a Notary Public duly commissioned and qualifi.ed in and for the County of TARRANT in the State of Texas came and appeared S.J. LOLTIS CONSTRUCTION, INC., as represented by LES V. VVHITMAN, the corporation's VICE PRESIDENT, who declares he/she is authorizes to represent S.J. LOUIS CONSTRUCTION, INC. pursuant to provisions of a resolution adopted by said corporation on the 16'� day of August, 1999 (a duly certified copy of such resolution is attached to and is hereby made a part of this document). LES V. VVHITMAN, as the representative of S. J. LOUIS CONSTRUCTION, INC. declares that S.J. LOUIS CONSTRUCTION, INC. assures the Texas Water Development Board that it will construct MAIN 106R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 4, CONTRACT 2) project at FORT WORTH, Texas, in accordance with sound construction practice, all laws of the State of Texas, and the rules of the Texas Water Development Board. GIVEN iJNDER MY HAND and'seal of office this 16�' day of August, 1999 A.D. � ""�",,, PAM C,. CRABLE �� av rti��. �z�P �� /y Noraav Pueuc �� .� • l/1' �� `��:�'e.' $TATE �P TEXAS Si��f pp iF-`� ii��ri��+"` MY CQMM. EXP, �8-25-01 F�rinted Name ��. . . � � C 0 � � � lAl u l■ L�J LJ u CONTRACTOR'S ACT OF ASSURANCE RESOLOTION LES V. WHITMAN Name I hereby certify that it was RESOLVED by a quoruxn of the directors of the S.J. LOITIS CONSTRUCTION, INC. meeting on the 16"' day of August, 1999, that LES V. VVHITMAN be, and hereby is, authorized to act on behalf of S.J. LOUIS CONSTRUCTION, INC, as its representative, in all business transactions conducted in the State of Texas, and; That all resolution was unanimously ratified by the Board of Directors at said meeting and that the resolution has been rescinded or amended and is now in full force and effect; and; In authentication of the adoption of this resolution, I subscribe my name and affix the seal of the corporation this 16�' day of August, 1999. �vr v I . ��.�Y� Secretary � � ,�,��„��,�'; PAM G. \��,RY Pv�i�� CRABLE �..4�.' Bfi �*= ` `seal) NOTARY PUBLIC %�r'�� 4� STATE OF TEXAS a ---,--��,.,,,:�� „ , Mv CoMnn. Exr, 08-25-01 �� , . � � � � u C L'�9 L"J � [+!�; 1 � � PART H ' STATE REVOLVING FUND (SRF� REQUIREMENTS L, � ' . � � � � � � � '�J � TWDB CONTRACT COi�IDITIOVS PRNITY OF CONTR.ACT. � This contract is expected to be funded in part with funds from the Texas Water Deveiopment Board. Neither tiie State of TeCas nor any of its deparnments, aQencies or employees is, or will be, a parry to this contract or any lower tier contract: ��This j� contract is subject to regulations contained in 31 TAC Chap�er 363 in effect on the date �-� tiiis contraci is execuied. t�J DEFIl�IITION. � The term "TWDB" means the Executive Administrator of the Texas Water Deveiopment Board, or other persan who may be at the time actin� in tiie capaciry or � authorized� to perform tiie funcuons of such Administrator, or the authorized representative thereof. L�' � � � l�1 � � � � �� E�!! FINAL PA�i'MENT Tiie retaina�e and its interest earnings, if any, shall not be paid to the Contractor until tiie T�VDB has authorized a reduction in, or reiease of, retainage on the contract work. REVIEW BY OWNER AND TWDB. (a) The Owner, authorized representatives and a�ents of the Owner, and'the TWDB shall, at alI times have access to and be permitted to observe and review alI woric, . materials, equipment, payrolls, personnel records, employment conditions, material invoices, and other reievant data and records pertainin� to this Conrract, provided, however that all instrucrions and approval with respect to the work wiIl be given to the Contractor only by the Owner through authorized representarives or agents. (b) Any such inspection or review by the TWDB shall not subject the state of Texas to any action for damages. � i� I�I � � � � FLOOD HAZARD INSURANCE. This provisions applies to any contract which wiIl construct structures that are insurable under the National FIood Insurance Program of the Federal Emeraency Mana�ement AQency. The Contractor shall apply for flood insurance on all insurable strucnires [hat wilI be built under this contract. A copy of the completed application must be provided to the owner before commencing construction of the project. The Contractor shalI obtain the flood hazazd insurance as soon as possible and submit a copy of the poIicy to the Owner. ARCHEOLOGICAL DISCOVERIES. � No activiry which may affect a State Archeological Landmaric is authorized until the Owner has complied with the provisions of tiie Antiquities Code of Texas. The Owner has previousiy coordinateci with the appropriate agencies and impacts to known cuitural � or archeological deposits have been avoided or mitiaated. However, tiie Contractor may encounter unanticipated cultural or archeological deposits during construction. �J � � l!! � � � '►�J � � If archeologicai� sites or historic structures are discovered after construction operations are begun, the Contractor shall immediateiy cease operations in that particular area and notify the Owner, the TWDB, and the Texas Historical Commission, (512-463-b096). The Contractor shall take reasonable steps to protect and preserve tiie discoveries until they have been inspected by the Owner's representative and the TWDB. The Owner will prompdy coordinate with the Texas Historical Commission and any other appropriate agencies to obtain any necessary approvals or permits to enable the woric to continue. The Contractor shall not resume work in the area of the discovery until authorized to do so by the Owner. ENDANGERED SPECIES. No activiry is authorized that is likely to jeopardize the continued existence of a threatened or endangered species as Iisted or proposed for listin� under the Federal Endanaere�i Species Act (ESA), andlor the State of Texas Parics and Wildlife Code on Endan�ereri Species, or to destroy or advers�ly modify the habitat of such species. If a threatened or endanaered species is encountered durina construction, tiie Contractor shall immediatelvi cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance witii the ESA and applicable State statutes. These actions shall include reportin� the encounter to the TWDB, the U. S. Fish and Wildlife Servic�, and tiie Texas Parks and Wildlife Dep ent, obtaining any necessary approvals or permits to enable the woric to continue: or�mplement other miu�ative actions. The Contractor shali not resume construction in the area of the encounter until authorized to do so by the Owner. IsJ '�J � LAWS TO BE OBSERVED. � In the e:cecution of the Contract, the Contractor must compty with alI appIicable Local, State and Federal laws, including but not limited to laws concerned with labor, safery, minimum wages, and the environment. The Contractor shall make himself familiar, � with and at all times shall observe and comply with all Federal, State, and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shall indemnify and save harmless the Owner, the TWDB, and their representatives j'� against any claim azising from violation of any such Iaw, ordinance or regulation by� �•j himself or by his subcontractor or his employees. � � HAZARDOUS MATERIALS. Materials utilized in the project shall be free of any hazardous materiais, except as may � be specifically provided for in the specifications. If the Contractor encounters existing material on sites owned or controlled by the � Owner or in material sources that are suspected by visual observation or smeil to contai.n hazardous materials, the Contractor shall immeriiateIy notify the Engineer and the Owner. The Owner wiil be responsible for the testing for and removal or � disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removal or disposition of hazazdous materials on sites owned or controlled by the Owner. � . . ��1 �� a � ':'J � EQUAL EMPLOYMENT OPPORTUNITY. During the perforn�a.nce of this contract, the Con�actor agrees as follows: LaJ � � l�' L�J L�� , � � � �� (1) The Contractor will not discriminate against any employee or applicant for empIoyment because of race, color, reiigion, sex, age, handicap, or national origin. The Contractor wilI take af�rmative acrion to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shall include, but not be Iimited to tiie foIlowin�: Employment; upgrading, demotion, or transfer, recruitment or recruitment advertising; layoff or termination; rates of pay or othcr forms of compensation; and seIection for trainin�, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for empIoyment, notices to be provided setting forth the provisions of this nondiscrimination clause. (2) The Contractor wiIl, in all soIicitations or advertisements for employees placed by •-• or on behalf of the Conrractor, state that aII qualified appIicants wiIl receive considerations for empioyment without regard to race, color, religion, sex, age, handicap, or national origin. {3) The Contractor will send to each Iabor union or representarive of workers with which he has a collective bargaining a�reement or other contract or understandin;, a notice to be provided advising the said labor union or workers' representatives of the Contractor's commitments under ttus section, and �shall post copies of the notice in conspicuous places available to employees and applicants for employment • (4) The Contractor will comply with all provisions of Executive Order I I246 of September 24, 1965, the �Age Discrimination in Erriployment Act of 1967,29 U.S.C.A. 621 (198�, Executive Order 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.CA 701 et seq. (1985), and of the rules, regulations, and releyant orders of the Secretary of Labor. (5) The Contractor wiIl furnish all information and reports required by Execudve Order 1 I246 of September 24, 196�, and by rules, reguIations, and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books, records, and accounts by the administering agency and the Secretary of Labor for puiposes of investigation to ascertain compliance �with such rules, regulations, and orders. ;�, � � � l�� J � � � � � (6). In the event of the Conrractor's noncompliance with the nondiscrunination ciauses of this contract or with any of the said rules, reguIarions, or orders, this contract may be canceled, terminated, or suspended in whole or in part and the Contractor may be declared ineligible for further Government eQntracts or fedcrally assisted construction contracts in accordance with proce�u�es authorized in Executive Order I 1246 of September 24, 1965, and such other sanctians may be imposed and remedies invoked as provided in Executive Order I 1246 of September 24, 1965, or by ruie, regulation, or order of the Secretary of Labor, or as otherwise provided by law. (7) The Contractor will inciude the portion of the sentence irnmediateIy preceding paragraph 1. and the provisions of paragraphs I. throu�h 7. in every subcontract or purchase order unless cxemptcd by ruIcs, rcgulations, or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions w�l be binding upon each subcon�actor or vendor. The Contractor wiIl take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for noncorr�iiance: PROVIDED, HOWEVER, That in the event a Contractor becomes involved in, or is threatene� with, litigation with a subcontractor or vendor as a result of such direction by the administering agency the Contractor may request the United States to enter into such litigation to protect the interest of the United States. (8) The Contractor will comply with Executive Order 11246 based on its implementarion of the Equal Opportunity Clause, specific aff�mative action obligations requ�ed by the Standard Federal Equal Err�Ioyment Opportunity Cons�uction Contract Specifications, as sct forth in 41 CFR Part 60-4 and its efforts to meet the goals estabIished for the geographical area where the Con�act is to be performed. The hours of minority and female employment and trainzng must be substantially uniform throughout the Iength of the Contract, and in each trade, and the Contractor siiall make a good faith effort to emgloy minorities and women evenly on each of its projects. The transfer o��minority or female employees or trainees from Contractor to Contiractor or from project to project for tiie sole purpose of ineeting the Contractor's goals shall be a violarion of tize Contract, the Executiv� Order, and the regulations in 41 CFR Part 60-4. The goaLs are expressed as percentages of the total hours of empioyment and training of minority and female utiIization the Contractor should reasonably be able to aciueve in each construction trade in wiuch it has employees in the covered area. GoaLs are pubIished periodically in the FecieraI Register in notice form, and such notices may be obtained from any ofnce of fetieral contract compliances pro;rams ofnce or from federal procurement contracting officers (S I2) 229-5835. The Contractor is expected to maI:e substantially uniform pro;ress Isl � �� toward its goal in each craft during the period specified. � Whenever the Contractor, or any subcontractor at any tier, subcontracis a portion of the work involving any cons�uction trade, it shaIl physically inciude in each subcon�act m excess of $10,000 the provisions o�-these specifications and the � notice which contains the applicable goals set for minority and female participarion and which is set forth in the solicitations from which this contract resulted. � [�J � � � � � �� [J lsJ � � L�J � �1 '�] � � � � I� �� ,L�J � � L�J ��J PARTI EASEMENTS � �� SANITARY SEWER MATN 106R DRAINAGE ARE� PART ) � ' DOE No. 2U42, UNIT 3 3004 bECATUR ROAD TRACT 4, M. RODDY SURVEY, ABSTRACT No. I370 AND TRACT 2A, J. SMITH SURVEY, ABSTRACT No. 1382 ��) u �� THE STATE OF TEXAS COUNTY OF'T'ARRANT PERMANENT UTILITY EASEMENT PE # 2 � THAT I, Simone Gonzales, hereinafter referred to as "Grantor", for and in consideration of One Dollar ($1.00) and other valuable consideration paid by the City of Fort Worth, a municipal corporation of Tarrant County, Texas, receipt of which is hereby acknowledged, do grant, bargain, and convey unto said City, its successors and assigns, the use and passage in, over, across, below � and along the following parcel or tract of land situated in Tarrant County, Texas, in accordance with the plat hereto attached: � � �I 1 � 1�1 L*9 � � u � � L�J Being a Permanent Utility Easement out of a].0 acre tract of land situated in the M. Roddy $urvey, Abstract No. 1370 and the J. Smith Survey, Abstract No. 1382, City of Fort Worth, Tarrant County, Texas, said 1.0 acre tract of land being deeded to Simone Gonzales as recorded in Volume 11265, Page 2122, Deed Records, Tarrant County, Texas, said Permanent Utility Easement being more particulazly described by metes and bounds as follows: COMMENCING at a 3/4 inch iron pipe found in the east right-of-way line of Hardy Street and being the southwest comer of Lot 4, Block 39 of Morgan Heights Addition, an addition to the City of Fort Worth, Tarrant Cpunty, Texas, according to the plat recorded in Volume 310, Page 44, Plat Records, Tarrant County Texas, said 3/4 inch iron pipe being the northwest comer of Lot 5, Block 39 of said Morgan Heigh�ts Addition, from which a 1/2 inch iron found for the southwest comer of Lot 1 and the northwest �orner of Lot 2, Block 39 of said Morgan Heights Addition, bears North 00 degrees 00 minutes 00 econds West (Reference Bearing), a distance of 150.00 feet; THENCE South 00 degrees 00 mi utes' 00 seconds East, with the east right-of-way line of said Hardy Street, at a distance of 360.00 f�t passing the most easterly northwest comer of said 1.0 acre tract of land, in ail a distance of 379 �0 feet to a point for an interior ell comer of said 1.0 acre tract of land; THENCE South 90 degr es 00 minutes 00 seconds West, with the north line of said 1.0 acre tract of land, a distance of 4.29 Ifeet to the POINT OF BEGINNING of the herein described Permanent Utility Easement; � TH�NCE South 00 de rees 13 minutes 11 seconds East, a distance of 120.10 feet to a point for corner; TH�NCE South 90 degrees 00 minutes 00 seconds East, a distance of 288.83 feet to a point for corner in the west right-of-way line of Schadt Street, said point being in the east line of said 1.0 acre tract of land; � THENCE South 00 degrees 00 minutes 00 seconds West, with the west right-of-way line of said Schadt Street and the east line of said 1.0 acre tract of land, a distance of 20.00 feet to a point for comer, said point being the northeast comer of Lot 12, Block 63 of Morgan Heights, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in , Volume 310, Page 44 of the Plat Records of,Tarrant County, Texas; � THENCE South 90 degrees 00 minutes 00 seconds Vdest, with the north line of said Block 63 of Morgan Heights, passing at a distance of 285.00 feet the northwest corner of Lot 1, Block 63 of said Morgan Heights, said point also being an interior ell corner in the south line of said 1.0 acre tract of land, in all, a distance of 296.25 feet to a point for corner; THENCE North 00 degrees 13 minutes 11 secbnds West, a distance of 140.10 feet to a point for corner in the north line of said 1.0 acte.tract of land; � PAGE 1 OF 3 CORROHOONA h �SSOd�iES, �NC. • 67�) BREN7WOOD STuR RO�O SVREi2�� • FORT WORTH, TIc )6f�2 • PH, E�7-�96-��t< <A% E�7-�96-��6B 1 �� l'J SANITARY SEWER MAIN 106R DRATNAGE AREA, PART 7 � DOE I`!0. 2042, UNIT 3 3004 DECATUR ROAD TRACT 4, M. RODDY SURVEY, ABSTRACT No. 1370 AND TRACT 2A, J. SMITH SURVEY, ABSTRAC'T No. 1382 E�� l'�J � l�' � � � L�J L*�J �J �� I� PE#2 THENCE South 90 degrees 00 minutes 00 seconds East, with the north line of said 1.0 acre tract � of land, a distance of 7.50 feet to the POINT OF BEGINNING and containing 6,827 � square feet or 0.157 acres of land, more or less; See Exhibit "A" It is further agreed and understood that the City of Fort Worth will be permitted the use of the above described strip of land for the purpose of the construction and maintenance of utilities. An ingress and egress, easement shall be granted in order that access may be gained to the above described Permanent Utility Easement. • TO HAVE AND TO HOLD the above described premises, together with all and� singular, the rights appurtenances thereto in anywise belonging unto the said City of Fort Worth, its successors and assigns, forever. And I hereby bind myself, my heirs, successors and assigns, to warrant and forever defend, all and singular, the said premises unto the said City of Fort Worth, its successors and assigns, against every person whomsoever ]awfully claiming •or to claim the same or any part thereof. � � It is intended by these presents to convey a right-of-way to the said City of Fort Worth to maintain, construct and repair the above described improvements, with the usual rights of ingress and egress in the necessary use of such right-of-way, in and along said premises. IN' /W�I,T'NESS WI�EItEOF, Grantors have caused this instrument to be executed on the �{�/ �- day of /i�-�c-lo�,c.s� , 19 `1 � . c � �,_ � � imone Gonzales THE STATE OF' TEXAS COUNTY OF TATtRANT ACKNOWLEDGEMENT BEFORE ME �„' �� L ` L , � �; „,; � C��the undersigned authority, on this day pe'rsonally appeared, S� ,,,._n✓� �n,✓2¢c��S known to me, or proved to me to be the person whose name is subscribed to the foregoing instrument, and acl:nowledged to me that he/she executed the same for the purposes and consideration therein expressed. ' GIV,�N � UNDER MY HAND AND SEAL OF OFFICE, this 7Zf- the day of f(l�,�G�r� ,19�Q . . ..... � � �o � ' ��v,r� FRANK L. KLEIN '{'� - Notary P�btk otary Public, State of Texas �O' STATE OF TEXAS � �,� �,` WY�.`plf»� FT� n�.n�i�.�` . My Commission expires on the � day of „� i,� /�- , _ �� . 8 PAGE 2 OF 3 GORRONDOr+�'h �SSOC�7ES, INC. • 6737 BRENTW000 STAIR ROAD SUITE ?�� • FORT WORiH, TX 76112 • PH. E17—�96-1a2� FA% �17—�96-1768 � �—� �� EXHIBI T "A " PE #7 = 30TH STREET � MORGAN HE� S VOL. 31O,I PG. 44 L0T 12 �, �/y�RON � �OT 1 P.R.T.C.T. w ROD FOVND W � I �ort� I.t�.� I• ��r2 I I � Z 8�. � BLOCK 40 —� ��' ~— BLO KC 39 � � lOT f0 L, � g � l0T 3• i� W O � � .�w W O � � � �� LOT 9 VZ }�47RON �OT s 1 _ P' �_� PIPE FOUND _ �� 1• � � l0T 8 � � � �OT 5 I � 1--� _ _ _ LOT 6 LOT 7— _ — r1 0 50 100 � SCALE IN FEET i�� uNE 7�B�E i � NUYBER BFI�R�NC OiSTu�CE I I L-1 5 00'00'OOtiV 20.00' I I l-2 5 90'00'00'E 7.50' I 0 DEWEY STREET � ✓ Sr3�ITH SUf�i�EY � _ _ _ _ ABSTRACT No. >382 l0T 12 °�' 8 b �W�/''�.A�.ARCHERr ADO. �' $ LOT t �oT u Wo � .�4 � P • � O � � � � �'} � P.R.T.C.T. 8 I BL�TK 42 L1 c �oT >> I $ �or s �oT ,� I � I � BLOCK 41 � � MORGAN HEIGHTS � � � � L�J l:J � � � L� u y, � �or ,o � � 1 l0T 9 �' ��YOL9SS6 P 2 8� � O.R.T.C.T. P.O.B. 1 l0T 8 I �-2 SiuOnE CONZ�LES vOL.11265.PC.2122 • O.R.T.C.T. w.w. GR�tuu vOL87s9.PG.768 O.R.T.C.T, M RODDY SURVEY �<� ABSTRACT No. 1370 � W a � � 1 mUpl�a,' �d�n. � w �7 H � �. Q � � �oT S VOL. 310, PG. 44 �or io P.F.T.C.T. w.; cwweEfts 4 ��T 4 YESTATE �OT 9 vOl.B»S.PG.s.s D.R.T.C.T. L T S ^ LOT 0—! � _ _ _ � � � StwONE CON2�LE5 W o` S 90'00'00'W vpL.11265.PC.2122 �1 o t.29' . D.R.T.C.T. � � Er W � PERw�NENT UTaITY EtiSEuEt�T 'r� 6,82) SOWRE FEET OR 0.157 ACRES $ � S 9V00'00 E 26E E3' � � �«�� K� �� F�rf �,,,, u� ,�4! , � �.��,�«�_ .�� ,zeSoo��xt,x/�h��.u:. V '" S �00'G v 296 25' � � � l0T 1 � LOT 12 LOT 2 I �or „ _ _BIOCK 6? _ _ LOT 3 = lOT t0 �J MORGAN HEIGHTS • � PC 0 q � /OL. 3 t 0, ,. 44 g o �'�, P.R.T.C.T. EXXIBIT SMOVANC ,��OF T�` " �P.••G15TE�''+y.' PERMANENT UTILITY EASEMENT C�f/�Q,� 1�p:`� BEING A PORTqN OF THE . 7� M. RODDY SURVEY, ABSTRACT No. 1370 W. TfiUETT WtLSON AND TNE J. SMITH SURVEY, ABSTRACT No. 1382 149 Sti`6 ��e IOGTED iN THE `'9� FF$��O,fO C17Y OF fORT WORTH �$j jR TARRANT COUNTY, TEXAS � PROJECT: SANI7ARY SEWER M-106R ORAINAGE AREA `OOE No. • Z�2 '/ TRUET�~�LS K � EASEMENT A(;OUISITION AREA: 6.827 S�UARE FEET OR 0.157 ACRFS W JOB N0.9601-659 DRAWN BY: JL IGDO fl1��7.Ej�tOwG ]RECISTEREO PRO�ESSiOPutL ll�D SURVEYOR D�tE: u�itCH �, 1996 � PAGE 7 OF J ( SGLE: i f I NO. S 146 GORRONDOPu 8�1S50CIATES. I�l . 6737 BREN1W000 5T/aR ROAD. S�1RE I2a fORT WORTH. TX. PH. 617/�96-I��a FAX A1)/ag6-1768 LJ L'J SANITARY SEWER MAIN 106R DRAINAGE AREA DOE No. 1388 3004 DECATUR itOAD . TRACT 4� M. RODDY SIIRVEY� ABSTRACT No. 1370 AND TRACT 2A, J. SMITH SURVEY, ABSTRACT No. 1382 PE �5 � � THE STATE OF TEXAS COUNTY OF TARRANT PERMANENT SANITARY SEWER EASEMENT c�o�� THAT I, Simone GonzaZes, hereinafter referred to as "Grantor", for � and in consideration of One Dollar ($1.00) and other valuable consideration paid by the City of Fort Worth, a municipal corporation of Tarrant County, Texas, receipt of which is hereby acknowledged, do grant, bargain, and convey•unto said City, its � successors and assigns, the use and passage in, over, across, below and along the tollowing parcel or tract of land situated in Tarrant County, Texas, in accozdance with the plat hereto attached: f�� L�l L!J �J � � L�J � � �� sJ � Beinq a Permanent Sanitary Sewer Easement out of a 1.0 acre tract of land situated in the M. Roddy Survey, Abstract No. 1370 and the J. Smith Survey, Abstract No. 1382, Tarrant County, Texas, said 1.0 acre tract of land being deeded to Simone Gonzales as recorded in Volume 11265, Page 2122, Deed Records, Tarrant County, Texas, said Permanent Sanitary Sewer Easement being more particularly described by metes and bounds as follows: . COMMENCZNG at a 3/4 inch iron pipe found in the east riqht-of-way line of Hardy Street and bein� the southwest corner of Lot 4, Block 39 of Morgan Heights Addition, an addition to the City oi Fort Worth, Tarrarit County, Texas, acaording to the plat recorded in Volume 310, Page 44, Plat Records, Tarrant County, Texas, said 3/4 inch iron pipe being the 'northwest corner of Lot 5, Block 39 of said Morgan Heights Addition, from which a 1/2 inch iron found for the southwest corner of Lot 1 and the northwest corner of Lot 2, Block 39 of said Morgah Heights Addition, bears North 00 degrees 00 minutes 00 seconds West (Reference Bearing), a distance of 150.00 feet; THENCE South 00 degrees 00 minutes 00 seconds East, with the east right-of-way line of said Hardy Street, at a distance of 360.00 feet passing the most easterly northwest corner of said 1.0 acre tract of land, in all a distance of 379.90 feet to a point for an interior el•1 corner of said 1.0 acre tract of land; THENCE South 90 degrees 00 minutes 00 seconds West, with the north line of said 1.0 acre tract oi land, a distance of 11.79 feet to the POINT OF BEGINNING of the herein described Permanent Sanitary Sewer Easement; THENCE South 00 degrees 13 minutes 11 seconds East, a distance of 140.10 feet to a point for corner in the south line of said 1.0 acre tract of land; THENCE South 90 degrees 00 minutes 00 seconds West, with the south line of said 1.0 acre tract of land, a distance of 137.56 feet to a point for the southwest corner of said 1.0 acre tract of land and being in the east right-of-way line of � Decatur Avenue; , � THENCE North 08 degrees Q2 minutes•28 seconds West, with the east right-of-way lir.e of said Decatur Road and the west line of said 1.0 acre tract of land a distance of 20.20 teec to s point for corner; THENCE North 90 degrees 00 minutes 00 seconds East, a distance of 120.30 feet to a point �or corner; THBNCE North 00 degrees 13 minutes il seconds West, a distance of 120.10 feet to a point �or corner in the north line of said 2.0 acre tract of land; PAGE 1 OF 5 CORRONDONn h ASSOCaTES,INC. 6737 BRENTv000 STaR ROaD SUrtE 22♦ FORT WORTt�. TX. PH. B17/s96-7S2a FAX Bt7/<96-7768 �� LiJ � SANITARY 3EWER MAIN 106R DRAINAGE AREA DOE No. 1388 � 3004 DECATLIR ROAD TRACT 4, M. RODDY SURVEY, ABSTRACT No. 1370 AND TRACT 2A, J. SMTTH SURVEY, ABSTRACT No. 1382 PE #5 � L'!I � l�'J THENCE North 90 degYees 00 minutes 00 seconds East, with the north line of said 1.0 acre tract of Iand, a distance of 20.00 feet to the POTNT OF BEGINNING and containing 5,181 square feet or 0.119 acres of land, more or less; See Exhibit "A" It is further agreed and understood that the City of Fort Worth will be permitted the use of the above described strip of �and for the purpose of the construction and maintenance of a sanitary sewer main. An ingress and egress easement shall be granted in order that access may be gained to the above described Permanent Sanitary Sewer Easement. To HAVE AND To HOLD the above described premises, together with all � and singular, the rights appurtenances thereto in anywise belonging unto the said City of Fort Worth, its successors and assigns, forever. And T hereby bind myself, my heirs, successors and assigns, to warrant and forever defend, all and singular, the said � premises unto the said City of Fort Worth, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. L"1 C�J � � � �� .'�'.l l�J l�1 L�J It is intended by these presents to convey a right-of-way to the said City of Fort Worth to maintain, construct and repair the above described �improvements, with the usual rights of ingress and egress in the necessary use of such right-of-way, in and along said premises. ' TN WITNESS WHEREOF, rantors have aused this instrument o be executed on the y� day of ��-LU ' 19�. ��` ` � Simon ales ACRNOWLEDGEMENT THE STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, �./-�-�J� �—_ �(,�� , the undersigned authority, on this day personally appeared,� � � p,✓Z.f-c,E-s known to me, or pro ed to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and Fonsideration therein expressed; , GIVE UNDER MY HAND AND of GCS� � ��►� . . FRANK l. KLEtN � �O* Notary Pubtle STATE OF TEl(AS : ��Qf 'y . Exp. My �1�4oS _ d.� ,� /i . " SEAL OF� OFFICE, this �the day , �99� . /�� _ ` ary Public, S at�--oi�TePxas on the � day of , k3 �2o.Do • PAGE 2 OF 5 � CORRONDONn k ASSOCWTES. INC. 67J7 BRENTV000 STFIR ROAD SUf7E 224 FORf WORTH, TX. PH. 817/s96-1�Y4 FA% 81J/496-1768 L�'J C�'J � SANITARY 3EWER MAIN 106R DRAINAGE AREA TE #5 �J DOE No. 1388 3004 DECATIIR ROAD TRACT 4, M. RODDY SURVEY, ABSTRACT No. 1370 AND TRACT 2A, J. SMITH SURVEY, ABSTRACT No. 1382 TEMPORARY CONSTRIICTION EASEMENT � THAT I, Simone Gonzales, hereinafter referred to as '�Grantor" for and in consideration of One Dollar ($1.00) and other valuable consideration paid by the. City of •Fort Worth, a municipal corporation of Tarrant County, Texas receipt of which is hereby � acknowledged, do grant, bargain and convey unto said City, its successors an�d assigns, the use and passage in, over, across, below and along the following parcel or tract of land situated in Tarrant ' County, Texas, in accordance with the plat hereto attached: L'� � �� l!J � � ��1 u Being a Temporary Construction Easement within which to construct and/or repair a sanitary sewer main over, across and below a part of a tract of land out of a 1.0 acre tract of land situated in the M. Roddy Survey, Abstract No. 1370 and the J. Smith Survey, Abstract No. 1382, Tarrant County, Texas, said 1.0 acre �ract of land being deeded to Simone Gonzales as recorded in Volume 11265, Page 2122, Deed Records, Tarrant County, Texas, said Temporary Construction Easement being more particularly described by metes and bounds as follows: COMMENCING at a 3/4 inch iron pipe found in the east right-of-way line of Hardy Street and being the southwest corner of Lot 4, Block 39 of Morgan Heights Addition, an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat recorded in Volume 310,•Page 44, Plat Records, Tarrant County, Texas, said 3/4 inch iron pipe being the northwest corner of Lot 5, Block 39 of said Morgan Heights Addition, from which a 1/2 inch iron found for the southwest corner of Lot 1 and the northwest corner of Lot 2, Block 39 of said Morgan Heights Addition, bears North 00 degrees 00 minutes 00 seconds West (Reference Bearing), a distance of 150.00 feet; THENCE South 00 degrees 00 minutes 00 seconds East, with the east right-of-way line of said Hardy Street, at a distance of 360.00 feet passing the most easterly northwest corner of said 1.0 acre tract of land, in all a distance of 379.90 feet to a point for an interior ell corner of said 1.0 acre tract of land; THENCE South 90 degrees 00 minutes 00 seconds West, with the north line of said 1.0 acre tract of land, a distance of 1.79 feet to the POINT oF BEGINNING of the herein described Temporary Construction Easement; THENCE South 00 degrees 13 minutes 11 seconds East, a distance of 140.10 feet to a point for corner in the south line of said 1.0 acre tract of land; THENCE South 90 degrees 00 minutes 00 seconds West, with the south � line of said 1.0 acre tract of land, a distance of 147.56 feet to a point for the southwest corner of said 1.0 acre tract of land and being in the east right-of-way line of Decatur Avenue; . � THENCE North 08 degrees 02 minutes 28 seconds West,'with the east right-of-way line of said Decatur Road and the west line of said 1.0 acre tract of land a distance of 40.40 feet to a point for corner; � THENCE North 90 degrees 00 minutes 00 seconds East, a distance of 113.05 feet to a point for corner; � � IJ THENCE North 00 degrees 13 minutes 11 seconds West, a distance of 100.10 feet to a point for corner�in the north line of said 1.0 acre tract of land; PAGE 3 OF 5 CORRONDONA k ASSOCWTES�,INC. 6737 BRENTVOOD STAR ROaD SUrtE 224 f'ORT wORTH TX. PH. 817/496—t424 F,a7c 877/a96-1768 � � l=J �� J � 1� ��J u �� L'�J I�JI L�J � � � � � L�J SANITARY SEWER MAIN 106R DRAINAGE AREA 'DOE No. 1388 3�004 DECATUR ROAD TRACT 4, M. RODDY SURVEY, ABSTRACT No. 1370 AND TRACT 2A� J. SMITA SURVEY� ASSTRACT No. 1382 TE �t`5 THENCE North 90 degrees 00 minutes 00 seconds East, with the north line of said 1.0 acre tract of land, a distance of 40.00 feet to the POINT OF BEGINPtING and containing 10,017 square feet or 0.230 acres of land, of which 5,181 square feet lies within a Permanent Utility Easement leaving a net area of 4,836 square feet.or 0.111 acres of land, more or less; see Exhibit "A" It is further agreed and understood that the City of Fort worth will be permitted the use of the above described strip of land for the purpose of the construction, maintenance and repair of a sanitary sewer main. An ingress and egress easement shall be granted in order that access may be gained to the abave described Temporary Construction Easement. TO HAVE AND TO HOLD the above described premises, together with, all and singular, the rights and appurtenances thereto in anywise belonging, unto the said City of Fort Worth, its successors and assigns, forever. And I do hereby bind myself, my heirs, successors, and assigns, to warrant and forever defend, all and ' singular, the said premises unto the said City of Fort Worth, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. It is intended by these presents to convey a right-of-way to the said City of Fort Worth to maintain, construct and repair the above described improvements, with the usual riqhts of ingress and egress in the necessary use of such right-of-way, in and along said premises. The City of Fort Worth aqrees that in the event any of the existing improvements located with the described Temporary Construction Easement, are damaged by the City construction crew or by the contractor responsible for the sanitary sewer Main 106R Drainaqe Area contract, the City will repair the damage to a condition comparable to when construction began. IN WITNESS WHEREOF, J�rantors hav caused this instrument to be executed on the �/�G` day of ��` �� _ , 19��. • U/,...••��K- -� .. � � �� --_ . Simone Gonzales �" < ACRNOWLEDGEMENT THE STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, , tl}e undersigned authority,on this day of personally appeared, known to me, or proved to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of , 19 . Notary Public, State of Texas My Commission expires on the , 19 day of PAGE 4 OF 5 � GORRONDONA k ASSOCWTFS,INC. 6737 BRENT400D STNR ROAD SUfiE 224 FOR� WORTH TX. PH. B17/496-142a FnX 817/496-1768 u � �XHIB I �' " A" _ � � _ 30TH STREET � _ MORGAN HEIGFffS LOT � VOL. 310,1 PG. 44 �oT t2 • � D P.R.T.C.T. _ � 1/YIRON - Ct� ROD FOUND w ` LOT 11 I �^' I T Z I (n z g 1 BLOC�K 40 —� ��3~ BLOCK 39 a� � �or �o q �� I �oT a -- ��$ -- � � � l0T 9 p.O.C. Vz 3/4'IRON �T 4 1 � PIPE fOUND � , i I I L0T 8 � � � LOT 5 I n � t-� - - - r' • I l0T 7- ' L0T 6 � t �- - - �' l- l- ��I l-1 \�.1 �-� � � L�J '�.l 1 ^_FJ b � > y � .�'U a � � � �7 �--. �� 0 50 100 � SCALE IN FEET it��IMB��R�%tJ'1�W 1 0' I LS • N 0602'�W I L4 N 9000' � I LS N OQ73'il'W I L6 N 90'00'00"E I U N 9000'00' E I L8 N OQ13'11'W Il9 N OB02'2�W UO S 0713'71"E 200 I DISTMICE 740.f0' 13�.56' 2020' 120.30' 120.f0' 20.00' 40.00' T00.10' 10.40' 140.10' DE�3'EY STREET � J. SMITH SURVE'Y ' ABSTRACT No. 1382 0 � � � � � � � LOT 12 n O W.A.ARCHER ADD. W$. LOT 1 L0T 12 VO . 63 PG. 7 � "' P.R.T.C.T. �— �� S — — — — wy � LOT 2 I B��F 42 LOT 11 1 LOT 11 I �w HI _- _ � r BLOCK 41 _� wR � MORGAN HEIGHTS � ' LOT 10 I qy LOT 3 V��. 37� PG. 44 LOT 10 i i �� P.R.T. :.T. 1 L0T 9 I q� y�.8. CWwBERS 1 JOSE DE U NENTE ti 1 VO1.9856,PC.2a8 g� l0T s ypL 8375 C.545 l0T fl D.R.T.C.T. ! I D.R.T.C.T. ��. � ` l0T 8 I �� [P,O.B. FOR TdNPORARY ' 1 I L6 I� CONSTRDCTION EASEdlENT SIMONE GONZALES I�;i!i'I 5.79' FO�TE VOL 11263,PC.2122 D.R.i.C.T. � '�� S 9000'OCIW 0 17.79' Fr4 PE 10.0' TEAIPORARY CONSTRUCTIO�' I�i;i) L EASEUENT 4,836 SQUARE FEEf I ��.{ ;�{� 20.0• �ERI.W�EHi SANtTnRY SEWER EASEMENT OR 0.111 nCRES NEf � � Ifi`E:'1 1 5,181 SOVARE FEET OR 0.119 ACRES N 9V00'00"E 113.051 . IfiEi �� .�i"' 14;i;�:�:i;i;i� �'.:�::;:;i:::'::: L2:::T::ii;:,'7, � S 9V00'00'W� 147.56' W.W. CfWiAM � VOL8749,PC.768 W D.R.T.C.T. W� � 0 N (�j� M. ROIJDY SURYEY �<`� ABSTRACT No. 1370 � W d � � � I mVM� �. � � '� a � d� 3� PE #5 & TE #5 � I�_t00. SIAIONE GONZALES VOL11265.PG.2122 � D.R.T.C.T. L0T 2 LOT 11 BLOCK �3 — �— — — — l0T 3 = LOT 10 � 7 �MORGAN HEIGHTS � VOL. 310, PG. 44 H P.R.T.C.T. I IXHIBR SMOWINC 40.0' TEMPORARY CONSTRUCTION EASEMENT MlD A 20.0' PERMANENT SANRARY SEWER EASEMEN7 ear+c n aoenor, oa n+e M. RODDY SURVEY, ABSTRACT No. 1370 LOCATED IN THE CITY OF fORT WORTH TARRANT COUNTY, TEXAS PROJECT: SANITARY SEWER M-106R DRAINAGE AREA IDOE No. 1388 EASEMENT ACQUISITION AREA: 5.181 SQUARE FEET OR 0.119 ACRES JOB N0.9601-679 DRAWN BY: JlC GD� FlLE:879.DWG DATE: AWtCM Jt. 1997 PACE 3 OF S SGV.E: 1' � 100' CORRONOONA k 0.SSOCl�TES, I C. 6�37 BRENIWOOD SiA1R RO/,D, 5 11E 224 FORT WORfH. TX. H W h � � A � U � .• � � ��•� TRUETT WILS ': q 5746 � ' ,_ J• __ �� v� �� W. TRUEff WI SO RECIS7ERED PROFESSIONAL UND SURVEYOR NO. 5746 PM. �17/496-1424 fAX 817/496-1768 LJ L�J ;�J �� '� LJ � ��J � �� L�l � u PART J PERMITS � �� BLACK & VEATCH 51 1 East Bluff Street, Suite B, Fort Worth, Texas 76102, Tel: �817► 429•7558, Fox: �817� 429-7559 `�� City of Fort Worth, Texas � , Mains 106R Drainage Area Sanitary Sewer System Rehabilitation and Improvements � (Group 4, Contract 2), Part 8 . DOE No. 1735, PS46-07046410150 [� l� l� � � �� Ms. Glynis P. King Right of Way Utility Agent Texas Department of Transportation P.O. Box 6868 Fort Worth, Texas 76115 B&V Project 28524 B&V File B-1.02 .January 20, 1999 Subject: Revision of Utility Line Crossing Dear Ms. King: On behalf of the City of Fort Worth, we are requesting the utility crossing permit #220-SS-329-98 be revised by removing the description of the proposed 36-inch steel casing pipe. The 24-inch ductile iron sanitary sewer line will be installed across 28th Street (Hwy. 183) by boring without a steel casing pipe. Thank you for considering this request. Should you have any questions or comments, please feel free to contact me. Sincerely, BLACK & VEATCH ��fi� �- � �t Randy Mclntyre, P.E. Project Manager Attachment cc: Abe Calderon, Project Manager, Fort Worth Department of Engineering L�J �I � !J l!I � C I� � � � � �� l�l �. Notice of Proposed Installation . . �'°- Utility Line on Non-Controlled Access Highway� -,�!a� . . � . . , iTr►1023 (Rev.9-93) • • ' • . �Previous version(s) are obsolete.) � - , • To the Texas �ansportation Commission Date .November 10, 1998 c% District Engineer � � � , Texas Department of �ansportation Fort Worth , Texas • . _�, ' � : Formal notice is hereby given that �e City of Fort Worth Water Department � • Companqproposestoplacea �(1-4b ePntimerpr ( 4-inch) sanitary sewer mairi � � � � • � • linewithintheright-of-WayofS.H. 183 (28th Street) in . Tarrant County, Texas as foIIows: (give Iocation,length, general desigri, etc.) .• A proposed . 60. 96 �cent�.meter (24-inch) sarcitary sewer � to be constructec3 �acrass S. H. 1.83 �� (28th Stree�) at Decatur Avenue intersection.. Decatur Avenue is approximately 1,463 meters, (4,800 feet) West of the intersection of S.H. 183 and IH�35W. The proposed sanitary sewer will replace an existing 45.72 centimeter (18-inch) sewer that will be abandoned, along with the abandonment of an existing manhole located in the northern west bound lane of S.H. 183. The.proposed 60:96-cm.(24-inch) ductile iron �a�e� pipe will be installed - s.. o, ii_,.,., �a�_a:,,.s,� �,. oi .:�.. -s . C��. a�-„�, ��;,,.,� .,.r.,� �..,��„ �.� .r.,..;-..,,,,a bY boring across the existing S.H. 183 pavement; �0.48-meters (100-feet).. The abandoned matthole�wi21 be filled and covered�by asphalt pavement repair. � . The liae will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in accordance with the, rules, regulations and policies of the Texas Department of �ransportatioa (�aDOT�, aad aII governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Spe�ies Act," and ��the "Federal Historic Preservation Act." Upon request by TrDOT, proof of compliance with all governing laws, rules, �arid �gulations will be submitted to TxDOT before commencement of constructien. � � � .� � , � . Our iirm will use Best Management Practices to minimize erosion and sedimentation resulting from ihe proposed installation, and we will revegetate the project area as�indicated under "Revegetation Special Provisions." ' � Our�firm will iasure that tr�c control measures complying with applicable portions of the Texas Mar�ual of Uniform Traffic Control.Devices will be installed and maintained for the duration of this installation. �� - � • The loca.tion and description of the }�=oposed line and appurtenances is more fully shown by f �„ r � complete , sets of drawing�s attached to this notice. . . � � . � � � � . � Construciion of this Iine will begin on or after the lst day of February � ,lg 99 By sigaing below, I certify that I am authorized to represent the Firm listed below, and that th� Firm agrees to the conditions/provisions included in this permit. � M106R-Part 8 � DOE 1735 Abe Calderon, � t O O Project Manager Firm Citv of Fort Worth bepartment of En�ineering By(Print) A. Douglas Rademaker, P.E. Signature Title�rP�r.or. Devartment of EnQineering Address 111f1� Throckmorton Street F�rr W�r�h. Texas 76102 Phone No. R i 7-R71-794I �nni� iv_��i�c� uv-v�� ( I'rr�•t�nu \ ri:eion. ( )hs��l�l�•) "�J � � i�U: F��i�t Wurth Watcr DcE�artmcnt c/c� l)cpnrtnic;nt c�l� Eii!;inc�rim� IOO(1'T�hrc�ckm<�i1cm Strcct I�c�rt W�>rth. '1'c�as 7�, I (12 nttii. Mr. n. [)c�u�.;las Racicm:il.cr. P f:. APYROVAL f'crmit �{22U-SS-.�2��-��t FI�� . Nc�. SH I S,� Maintcnancc Scctic�n No. I (1 ('cwnt�' 'Tarrtint f)atc. N<>vcmbcr 2:�. I�)�)� Rcvic��ccl �l: issuccl B�•: G.RoJrigucz � ll�c Tc�as D�partmcnt c�f' Tr;u�spc�rtaticm (T�DO�f) c�t't�rs nc� obj�ctic�n to thc location on thc ri�ht-of-��a�� of ��our ��rc>��osccl �a" I).!.!'. ,tinrritnr�� ,1c�i��cr• /,inc :i� sho��n h� t�ccc�mpt�m•iil� dra��in�s ancl noticc clatccl Nc>vcmbcr I(1. I�)�)R, ��c;��t :tti iic�tcci h�l<�� L�J L�J CII � L�J L�■J �I � �1 � LJ' � � Additional RequireTtienls: 7raf�ic c•��ntrn! c%ricc�.c .�•hu// hc� in .�•tr•ic1 urcr�rduncc� ivil/r thc %c.�•cr,�• /l-lrrnrrn/ nrr ll��ifi�rnt lrr�ffic' � I)11//'I1I I)C�i�icc•.e. . It is c�pressl�� uncicrsl�xxl th.�< <i,� �r.�c��r �i�� ,�,� i��c. i,��-��. c�> ��1„c ati�� ri�ht. cic�im. tid�. c�r �ascnunt in ur upc�n this hi�lt��a�•. anci it is ftn-thcr undcrstc�ocl that thc "��DOT ma� rcquirc thc cmncr to rcic�cntc this linu. suhj�ct lc� �7rc�visiuns c�f��c�vci7�in� la��ti. h�• �irin� lhirt� (3U) cla�� riticn nc�lic;c. Yc�u arc rcc�u�st�d tc� notif�• this c�fficc ��ric�r t<� cc�mmcncununt c>f�am• routinc c�f �ic;ricxlic maintc;nanc� ��hich rcquires ��rtiniii� c�f� trc;cs ��ithin lhc hi��h��a�� ri�,hl-of-��a�. sc� th,�l ��c n�a� ��rcn�i�lc spccif icaticros fi�r thc c�lcnl anc! iii�thcxls tc� �,c�vcrn in trimmin�;. lop��in�. trcc halancc. t�•pc cuts. ��aintin� cuts ancl cican u�� Tl��sc spccifications arc int�nciccl to ��rescrvc c>ur u�nsidcrahlc invcstm�nl in hi�h��a�• planlin�� :�ncl h�autilication. ln• rccluc:ing cJunt��;c duc; lo trimmin�. Tlic insCallatic�n shall nc�t clan�agc am• part of thc hi�h��•a� anc! adcquatc provisions must bc; macl� tc� ca�tsc minimum inccmvcnicnccs to U'afitic ancl adjaccnt ��ropert�� o��n�rs. In thc cvcnt th� O��ncr i�ails to compl�• ��ith am� c>r all c�t�thc rcyuir�mcnts as sct fc�rth hcrcin_ thc Statc ma�� tal.c such actic�n as it dccros ap��roprial� to com��l com��liancc. • C:�;NF.,RAL SPF;('IAL PROVISInNS: S��cc;ial Rcquircmcnls tor installaticm of' Utilitics on Hi�h��a�� Ri�ht-ul�-Wa�� Btu;ktill c�f lltilit�� Trcnch�s. Rcv Fch , I�)71 lltilit�• ('c�nstructic�n Wcirl. cin �at�n�dc��s illlll SlII1CIa��s fi�r lltilit�� Inst,tll,��>„� n��ci,��-;��i �,� l Ililil�• I'�rmit. lltilil� I'c�lic�• ('hart. - . Dctails fi�r liistallin� Undcr�rc�und Utilitics in Vicinit�� of� l�rc� �. � RH;VI%,(:F� TA'1�1ON �PF;('li�l, I'ROVl�lON�: In circl�r tci Illlllltlll'7.0 crc�sicm nncl sc�limcntatic�n resul(in�; f�rc�m th� ��rc��scc1 insl:illatiun_ [hc E�rcijcct ar�a ��ill hu rc�_�`�ctatccl as inclicat�cl c�n thc attachmcn[. "T�h� l)tilil�� ('cintractc,r sh:�ll cc�ntact thc ��rc�F�cr ('it�• Auth��rilics pric�r t<� c;onstructic�n. f'I�;isc nc�tit'�• (;l��iri.�� Rudri;uc.-. ut (�417) 37/1-(i8i. �� hc>urs prior to startin� ccrostrtiction ot [hc linc in c�rdcr that ��c ma�• havc a rcprescntalivc ��rc;scnt. T��as ��artmcnt c>f�Tra�is��c�rtatioii-Fc�rl Wc�rth Stc� n. Siinmc�ns. ('. �.. DisU-ic �`' ccr �� f' • r�� C;. R n�n�tt [)istrict Ki�ht ��f�W;�� Utilih� Su��crvisc�r I�I L�J I�I J � � � � � � I�I U u I�I �, Notice of Pr�oposed Installation �"m Utility Line on Non-Controlled Access Highway d� , . Form 1023 (Rev. 9-93) ' (Previous version(s) are obsolete.) To the Texas Transportation Commission Date November I O, 1998 c/o District End neer Texas Department of'I�ansportation Fort Worth � �� . Texas Formal notice is hereby given that The City of Fort Worth Water Department Companyproposestoplacea (,�_9h renr_�mPrPr (2��-inc:hl sanitary sewer main line within the right-of-way of S. H. I83 ( 28 th S treet ) in Tarrant Co��, Texas as follows: �(give location, length, general design, etc.) A proposed 60.96�centimeter (24-inch) sanitary sewer to be constructed acro.ss S.H. 183 (28th Street) at Decatur Avenue intersection. Decatur Avenue is approximately 1,463 meters, (4,800 feet) West of the intersection of S.H. 183 and IH 35W. The proposed sanitary sewer will replace an existing 45.72 centimeter (18-inch) sewer that will be abandoned, along with the abandonment of an existing manhole located in the northern west bound lane of S.H. 183. The proposed 60.96-cm (24-inch) ductile iron carrier pipe will be installed in a 91.44-cm (36-inch) steel casing pipe. The steel casing pipe will be installed by boring across the existing S.H. 183 pavement, 30.48-meters (100-feet). The abandoned manhole will be filled and covered by asphalt pavement repair. The line will be constructed and maintained on the highway right-of-way as shown on the attached drawing and in accordance with the rules, regulations and policies of the Texas Department of �ansportation (TxDOT), and all governing laws, including but not limited to the "Federal Clean Water Act," the "Federal Endangered Species Act," and the "Federal Fiistoric Preservation Act." Upon rsquest by TzDOT, proof of compliance with all governing laws, rules, and regulations will be submitted to TxDOT before commencement of constructien. � Our firm will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project area as indicaied under "Revegetation Special Provisions." Our firm will insure that tr�c control measures complying with applicable portions of the Texas Manual of Uniform Traffic Control Devices will be installed and maintained for the duration of this installation. � The location and description of the proposed line and appurtenances is more fully shown by f ni rr complete sets of drawings attached to this notice. nConstruction of this line will begin on or after the 1 s t c3ay of February 1.� �!J .19 99 By signing below, I certify that I am authorized to represent the Firm listed below, and that the Firm agrees to the conditions/provisions included in this permit. Firm Citv of Fort Worth Department of Engineering � M106R-Part 8 Q DOE 1735 Abe Calderon, u Project Manager By (Print) A. Dou�las Rademaker , P. E. Signature ��. �$�,� � ��/�-1�GP�- Title nirP�.r.or. De�artment of EnQineering Address 1 cl(l� Th.rockmorton Street F�rt Worth. Texas 76102 � Phone No. R 17-i371-7941 lil ��1 �J �I � TEXAS DEPARTMENT OF TRANSPORTATION DISTRICT N0. 2 SPECIAL REQUIREMENTS,FOR INSTALLATION OF UTILITIES ON HIGHWAY RTGHT-OF-WAY (1) Coordination of Work with Hit�hway Contractor or State Forces � If any portion of related highway is under construction, no Utility Owner's Forces or Contractors shall enter within the highway right-of-way without first consulting the Highway Contractor and making necessary arrangements to�coordinate installation of its facilities with Highway Construction. � � �I � f�f CI� � u � ul � I�I l� u Al1 work relative to installation of Utility Qwner's facilities shall be conducted in such manner as not to interfere in any way with operations of the Highway Contractor. The above requirements with respect to coordination of work with Highway Contractors shall Iikewise apply to work being done by State Forces. (2) Chan�es in Location of Proposed Utilities No changes shall be.made in approved location of utilities within limits of highway right-of-way without prior authorization of Texas Department of Transportation. (3) Adjustment of Utility Poles and Appurtenances No deviations shall be made from the location of underground Iines approved or designated by the Texas Department of Transportation either during planning or construction to avoid utility poles. Where such poles are adjacent to any proposed underground line, Utility Owner shall make necessary arrangements with other Utility Owners�•for moving poles and appurtenances and/or supporting same during trenching operations. Any poles, anchors, etc. relocated to clear the proposed underground line shall be moved toward the highway right-of-way line and location shall be subject to the Texas Department of Trartsportation�approval. (4) Submission of Proiect Drawings to State Prints of detailed drawings showing exact plan location and profile of underground line shall be submitted to Texas Department of Transportation well in advance of construction of line, for verification that location of line is in accordance with requirements specified herein. (5) Staking of Utzlity Lines in Advance of Construction Utility lines shall be staked well in advance of construction of line so that Texas Department of Tran'sportation can inspect staking to verify that alignment conforms to requirements�set out herein and that there is no conflict with highway facilities. ' Utility Owner shall give Texas Department of Transportation not less than 48 hours notice ahead of time when staking of line will be completed. ROW Utility Section January 28, 1992 � � ,� liJ � '�I L�'. 1=I � � �I '�l L�J �� f�� LJ � -2- (6) Notification of Abandonment of Location Authorized by Permit and Assi�nment of Authorized Location to Other Utility Owners It is expected that where the installation of utility line has been authorized, installation will be made within a reasonable period after approval of permit, otherwise, the Texas Department of Transportation reserves the right to assign location originally'approved for the line to another utility. If 'construction of Utility line has not been started within 4 months after date approval, the Utility Owners shall i.mmediately notify the Texas Department of Transportation whether it is still intended to install the line and the date construction will commence. If the owner intends to abandon all or any part of authorized location, the Texas Department of Transportation shall be informed accordingly so that such abandoned location may be assigned to other utilities deemed necessary by the Texas Department of Transportation: (7) Inspection by Tex�s Department of Transportation Representatives such the of the if Utility Owners shall inform their forces or contractors that all utility installations authorized by Utility Agreement or Permit shall�be subject to such inspection and tests as may be deemed necessary by the Texas Department of Transportation to verify that work is being done in accordance with the Texas Department of Transportation requirements. All supervisory personnel shall be instructed to furnish such information and cooperation as may be required to perform such inspection. (8) Copy of Permit on Job Site A copy of the approved permit shall be kept on the site of the work at all times when work is in progress. � (9) Full-Time Supervision and Inspection The Utility Qwner shall provide competent full-time on-the-site supervisors or inspectors for all utility installations either authorized by permit or covered by utility agreement with the Texas Department of Transportation. (10) Incorrect Location of Utilities Any pipe incorrectly located during construction to conflict with any highway structure shall be removed and laid in proper location at entire expense of Utility Qwner. (11) Protection of Highway Facilities Durin� Installation of Line All construction operations relative to installation of the pipeline shall be conducted in such manner�as�to protect highway facilities from damage at all times. . (12) Disposal of Excess Excavation and Clean Up Excess material from trench excavation shall be removed from highway right-of-way and job site cleaned up and left in satisfactory condition. ROW Utility Section January 28, 1992 � � LI 'J � � � u LJ �� L;J I�I � � L�1 � � L�J � -3- (13) Repair and�Replacement of Riprap and Earth Slopes Any existing riprap cut by trenching operations shall be replaced and surface of new riprap finished to match that of existing riprap. Concrete riprap shall contain not less than 3 sacks of cement per cubic yard of concrete. Reinforcing steel shall conform to that of existing riprap. Slopes of highway cuts and emban�ents damaged by any•operations relating to installation of utility shall be repaired and restored to the exact contour existing prior to initiation of the utility project. All earth placed in the restoration of slopes, etc., shall be compacted to a density equal to or greater than that of the original slope as directed by the Texas Departsnent of Tzansportation representative. (14) Replacement of Base and Pavements Wtzere rernoval of�base and pavement has been authorized, all such base and pavement shall be replaced'as directed by the Texas Department of Transportation representative. All existing pavement and related flexible or concrete base, which is to remain in service either permanently or temporarily, or to be incorporated as a part of the highway project, shall be replaced. {15) Repair and Restoration of Sodding Where sodding is disturbed by excavation or be replaced by mulch sodding on all slopes be replaced by block sodding. backfilling operations, such areas shall of 27 or less.� All slopes over 2� shall (lE) Installation of Lines Beneath Pavements No open cuts for pipe trenches shall be made across any pavement beneath main highway traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other • similar facilities unless specifically authorized by the Texas Depart�ent of Transportation. Pipe shall be installed by boring and tunneling and all such tunneling and boring shall be cased and pressure grouted to seal voids between casing and adjacent earth. Open cuts will be permitted across pavements of existing street connections, where pipe trench is adjacent to and parallel with highway right-of-way line and where pavement has not been recently constructed. No open cuts will be permitted across such connections where new pavement has just been constructed without written permission of the Texas Depart�ent of Transportation. (17) CasinQ of Lines Utility lines carrying liquids or gases under pressure may be installed uncased in accordance with the Texas,Department of Transportation Utility Accommodation Policy. Water lines crossing beneath culverts shall be cased and casing shall proj ect 5' beyond outside limits of culvert. Voids around casing, placed by tunneling or boring, shall be pressure grouted. ROW Utility 5ection January 28, 1992 '�J u -4- � � (18) Use of Explosives No explosives shall be used within limits of highway right-of-way without written permission of the Texas Department of Transportation. Requests for permission to use explosives shall include the following information: ►J � [�� IiJ [!, I ��I � � � l�J L+�J n L�J � (a) Location of highway where use of explosives is proposed. (b) Type and amount of explosives to be used. If the use of any explosives is permitted, all blasting operations must be conducted in such manner as to completely protect adjacent property and the traveling public and not interfere with highway traffic. No blasting will be permitted in the vicinity of any structures or beneath any pavements which are to remain in use. (19) Protection of Hi�hway Traffic, Barricades, WarninQ SiQns, Etc. No construction operations relative to installation of utilities will be permitted within the limits of existing pavements carrying traffic, or shoulders adjacent thereto, unless specifically authorized by the Texas Department of Transportation. Excavated materials shall be kept off pavements at all times. Barricades, warning signs, flares, flashing devices, and Flagmen shall be provided by the Utility Qwner or his Contractor when necessary. (20) Protection of Existin� Utilities (a) Prior to selecting a location for a proposed installation or accepting a location suggested by the State for such installation, the Utility Company shall take all necessary steps to determine that the location is not already occupied by another Utility and to det�ermine that no damage will be done to existing Utilities. (b) Prior to beginning actual construction operations the Utility Company shall notify all other Utility Companies who may have facilities in the area so they can determine if the proposed construction will conflict with or otherwise damage their facilities. (21) Use of Plastic Pipe and Nonmetallic Pipe (a) Plastic pipe may be used for gas lines provided the internal pressure does not exceed sixty pounds per square_inch, they are encased from right-of-wa3� line to right-of-way line on crossings and have at least thirty inches of cover. The maximum size of plastic pipe gas lines shall not exceed six inches. , (b) Where nonmetallic pipe is installed longitudinally, a metal wire shall be concurrently installed or other means shall be provided for detection purposes. ROW Utility Section January 28, 1992 � � � � � � � D D � � � � D � Q Q � � � -5- (c) Plastic pipe may be used for water lines provided the minimum depth is 30 inches. Encasement shall be as provided in Rule 21.45 of the Utility Accommodation Policy. (22) Above Ground Appurtenances to UnderQround Utilities Above ground installation, such as pedestals, fire hydrants, meters, etc., installed • as a part of an underground utility shall be located at or near the right-of-way line, well outside the highway maintenance operation area. (23) Markers The utility company shall place a readily identifiable and suitable marker at each right-of-way line for highway crossings except where marked by a vent. ROW Utility Section January 28, 1992 u � I� �� LiJ � Pipelines �sing tu�der surfaced roads arid raads carrying traffic within limits of hic�way ric�t-of-way shall be placed by boring or tunneling, unless otherwise s�ecifically authorized by the Texas Departr�zt of Tran.sportatior.. Eoritzgs or tunr�ls shatl be plac�l at such dT hc belaw bottom of gavements as � to prvvide sufficient depth of soil abave hole for supportirig s�eri�osed live and dead loads and also prevent collapse of s�porting soil between hole and pavements due to any boring, ttu�neling, or casing j ackir�g operations . � � � � � (B� a � � [�J (C) � � Boring and/or tunneling shall extex�d past roadway crown lines and outside of any shoulders adjacent to pavements. Pits excavated for boring or tunneling operations shall be located so that any possible slouc�ux� of sides of pit will not es�danger shoulders or pavements and so that bai�icades can be placed as specified herein. All operations ar�d equi�nt relative to tunneling and boring shall be confined to areas outside of roadway shoulders arid away from edges of pavements by suitable barricades. Barricades shall be maintained clear of shoulders at all t�me.s exc�t that in no ca_� shall the clear distance between barricades and edge of pavement or face of curb be less than 8 feet. :� �� Where material beneath gavement is sandy or unstable and will be subject to cavi.ng, hole for casing shall be bored and cased sim�ttaneously and bored material remaved thirough casing. CUtting face of auger or drill shall not proj ect more than 6 inches ahead of casing and no water s,hall be u�sed in connection with drilling. Where material beneath pavemP�t is stable and not subject to caviux�, nole for casing may be bored first and casir�g insext.ed in hole iam�ed.iately after ca�letion of boring if peiZnitted by the Z`�xas Depaz-tment of 23-ans�ortation. Water shall not be used in conjtu-iction with drillirig if it in any way causes stable material to cave or became unstable. � i �_� While hole is beitzg tunneled, casing shall be jack�ci into place as op�xations r��y�Css except as hereinaft�x specified. Where necessaty to use�sectionalized steel liner plates, each successive ririg of plates s�hall be placed in position and cx�mpletely bolted into place as soon as excavation is �leted'far enough ahead of c�mpleted casing to recei�e the next ring. ROW utility Sec.-tion January 28, 1992 �. I:�;: �►- :.�� ►��.i.i� �.- a� �- • • �• r a i� LJ � � LiJ Workux� face of excavation shall not prec�e advancir�g e,nd of casirr3 by more than 2 1/2 feet unless otherwise pexmitted by �exas De}�artr�e.nt of Transportation. � No explosives shall be u_�e�d within l�mits of highway right--of-way in conjunction with tunn�lit�g except as s'pecified urxier "Use of �tplosives" cavered elsewhere in aocc�anying specifications. , � (D) GROLTT�TIldG All voids arotu��d casirig shall be pressur� grnuted with gnaut consisting of � �brtlar�d Cement ar�d �ra.s�hed sar�d arxi conta; n; � not less than 6 sacks of Portland Cement per cubic ya�i of graut. Additional �lt shall be added if w�rkability ar�d/or stability cannot be abtained with proportions itxiicat.ed. An air n entraining agent may also be added to the grout mixture to facilitate flaw if yrieCe_SSary. � � � L! (E) � � � [�J � � L�' :� - � • i� i ia � •• � ROW Utility Section January 28, 1992 Sheet 2 of 2 � Groutir�g shall be done it�unediately after casing has been iuv�-talled in hole in order to avoid any sheari.r�g of soil arxi settlement of aver}xu�den above casing. Means shall be provided for praving that voids are filled aroux�d 24" diameter ar�d larger casir�gs in the event thex�e is scs�� doubt by the Texas D�e�xrtn�nt of Transportation that voids are being filled. On reinforced concrete casing this may consist of holes drilling arcxir�d inside of perimeter of casing and fitted with x�emavable plugs. On steel casirr�, removable threaded plu�s may be pravided at intervals arrAu�d inside perimeter of casing. No holes shall be drilled in pavement or shoulders�for grouting opeYations. I:•: •Y ._.aY�•. Bore pits should be located at least thizty feet fram the edge of the nearest thn�ugh traffic lane ar�cl not less th�n twenty feet fresn the edge of pavement on ra�s. on low traffic roadways ar�d frontage roads, bore pits shoul.d not be less than ten feet frcan the edge of pavement or five feet fn�n face of cut�. r L�J � � -'" UTILITY CONSTRUCTION WORK ON S.ATURDAYS AND SUI� YA S FD$ UTILITY•INSTALLATIONS AUTHOR�ZED BY UTILITY PERMI� � - � � Except in case of an emergency as mentioned later herein, no work which requires inspection by the Texas Department of Transportation will be permitted on Saturdays or Sundays. Q In the event the Utility Owner believes that Saturday or Sunday work is necessary�due to an emergency, such as the necessity to avoid complication in operation of owner's utility plant, or to � avoid delay of the Highway Contractor, such work will be permitted providing that the Utility Owner agrees to: � a. Obtain Texas Department of Transportation approval at least 48 hours in advance so that arrangements can be made to have a Highway Inspector present. Failure to give such advance notice will be sufficient reason to � not grant approval for working. l�J� LJ l� � [�J L�J LJ � � D02-176 b. Require his Contractor to have sufficient personnel and equipment on the job to efficiently prosecute the work. c. Have owner's supervisor or inspector present on the job at all times while the above types of work are in progress. � L!"J �#1 � TRAFFIC SIGNALS AND TRAFFIC MANAGEMENT F(BERS � Q NOTIFICATION IS REQUIRED 48 HOURS PRIOR TO THE BEGINNING OF ANY EXCAVATION WtTHIN THE RIGHT-OF-WAY IN ORDER THAT D THE STATE MAY VERIFY THE EXISTENCE OF ANY ELECTRICAL WiRING AND/OR FIBER OPTIC CABLE. FOR ELECTRICAL WIRING Q LOCATES, CONTACT MR. JAMES WARD, TRAFFiC SIGNAL {� DEPARTMENT, TELEPHONE NUMBER (817) 370-6671 OR PAGER �� NUMBER (817) 828-930'1. FOR TRAFFIC MANAGEMENT FIBER a LOCATES CONTRACT, MR. BILLY MANNING, TRAFFIC MANAGEMENT DEPARTMEIVT, TELEPHONE NUMBER (817) 370-6745. FAtLURE TO � PROVIDE NOTIFICATlON WILL RESULT tN THE IMMEDIATE REPAIR AT j`j THE GRANTEE'S EXPENSE. r�� l�J � � � � � 0 �J 0 � Q a a a B � y .--i � � � L d '� l+ � O W �� U• � CJ �--� � O U a r-t C �7 OJ O t� a �+ � � � 3 � H � E+ N D�� d u a 0. a� O U u O Z ..� � a � � � � � Q � a a H ra Z w c� c`�3 � � w � N �tn � � z � C.� H (s] S 1L � A W [s1 �-7 �d d� O Cj C.7 � � � � � cn A � Cn H .'� � �. � � C] r-t z z ¢ � v� � � � �� o: � 3 N � C-1 3 � � r �¢ N G � Ut� tv Manna 1 AION-CONTitOLLED ACCESS HIGHWAYS AND FARM TO MARKET RQADS STANDAR.D REQUIREMENTS Location - Hear RU� line. Croseinge epprox. peipeadicular. Vent - AC leaat one requLred. Harkera - Requlred. DCDCh - 18" usuaL aad 12" minim� or § diam. of uaing under subgrade. 30" totaL cLear depth at a11 poiaes vhere encaaed. 36" total clear depth vEsere not encaaed. (Longttvdiaal)• Encaaement - Under roadvays, dltchea and aGructuxes. LocaCton - Neer RW Line. Crossings npprox. perpendicular. • Yarkers - Required. Devth - Hlnism� 18" undcr nuhgrade or 60" uader pavcment surfece. 48" minimian under dithces. Ezceptioac mny be alla+ed if procected by reinforced concrete slab. ° Encaeement - Not reqvired if vclded sceel conetnsctlon of heavier vail chickaesa ead/or'higher streng[h sceel. coated and vrapped, cathodieally procecced and other meaaurea•as required. Limits of protection are the snme as that for eucasemeaC. Location - tiear RQl line. Crosaings approx. perpendicular. DePth - 18" usual and 12" mLnimcmi or � diam. under subgrade. 24" Cotal clear depCh belov surface. EncasemenS - Seme as for high pressure linea or eone if cathodically protected aad agree co no Euture pav�ent ccscs. Locacloa - Neaz RW line. Crosaings approx. perpeadieuLar.. • ' •• Dep[h - 18" usvnl end 12" mSnimcaa or } dtt+m. undcr subgrade.. 24" total clear depth bela+ surface_ Encaeemenc - Unde.r ros�vays co center of ditch and under medians. Excepcion alLoved for vide mediens. Exceptlon allwed f�c vlde a�edlans, for nipe for 30" or greacer dLam_ under lw volume roadvays, and under slde road en[ranees vhere Justlfied by treCffc, road eondition, and lxel preccice- Locetton - Near RW line. Crossings npprox. perpendicutnr. Ucp[h - IS" usuel nnd I2" minLmus or � diea+. unEer aubecade. 2%." cocel cLear dep[h be1a+ �urface. Encesem.:nc - Only tf undcr pressvrc or dces not meet scandards. lf encased, cnme as vacer lines MnterSata - Cast tron oc eqvel et crossings of hiKh volume roedvayz. Ochers permLcted for longi[udtnel tinea and croe�inga oE lw volume coed�aye. EXCEPTIONS FOR EXISTING LINES Location - Hay deviete from perpendicular.• Urban longi[udiaal Itaea may zemaia except csader rosdvayg. DG9Ch - Hinim�an [ocal dep� of 24" !f eneased or 10" if aot eactsed may be pesmitted. F, t{}pe pt - Hay be emttted on lov volume Parm to �rke[�aada and Lw volvme highvays if procecced by a reiaforced eoacrete alab or if 6' uader paveaenc aurfaee aad 4'�uader ditch. . � Location � Near RQ7 line. Crossings epprox. perpendicular. De�7Ch - No exeeptions permicted. Encasea�enC - Not required if velded sceel con- sLructton of heavier vall thickncss'end!or highcr atreag[h steei. coated and, vrapped, cachodically proteeted nnd o[her aeasvres ns required. LimiCs of protectlon same as Lhat Eor encnsemenc. Such lncreased ceasures noc requLred on la+ vulume Farm Co !larket Roads and Lw volume highvays if protecced by a reinforced conerete slab or tE 6' under pavo- ment'surfaee end 4' uuder dicch. Loeation - ltsy deviate from perpendlcular. Urbaa longitvdlnal'Iines•may remsia in pince rxeept uader auy roadvey Co be (re) coastrueted� prwided th�re vtll be ao_ iattsre pnve�en[ eute . other than on lw volwae roads. . � De9��- Hiaimum Eotal dep[h of 18" msy be permitted. Facesemeat -,No exceptloa permLtted. ; .Locatioa -,•Hsy •deyia[e;:.from perpendicular. -Urbaa •:longit�sdiaal,lines:may=remeia in place e�ccept . �ader any roadvay Co be••�(re)•:coastzvc[ed,•�prwided aeasures are Laken"to avoid future pavrs.+ent cuts on nny high volume roadvay. Dev� - Hinlmeffi total depth of 18" may be permicced. Encasefl+enc - 1Say be w+itted for pLpe of 24" or greater dinm. under la+ volvme ronds. LocaCion - riey devlata from perpenAic�lar. Urbee longi[udinal Li�es oE sntisEacCory quelicy n+ay remain nt nny lucatLon yrovided manholes ceo be sa[lsfactorily adJuscecf snd mensures ere takeo c c avoid fut�re pavea+enc c�cs. Me[erLnle - Requiremenis for mace:lala �Y b� � vaived tf Line Ls of setlsfaccory quelicy• DeC� - Hlnimua+ Co[al depch oE 18" mey be permt:ceC. P1ate 8 S!�eet' S$ of 6 i a . D � . a � r-. � m .--( �.-t m L v '� � C� � H w 6 T T U U � D o�� a. H a � m L N D �� L+ N ',� a ti � �� m � � u m .-a � � � O Z v Q a � D 0 � Q � U�ility Manual z 0 H H � H � U� .Z a CY. � � CL� � � O � W � � � NON-COPITROLIED ACCESS HIGHWAYS Ai�ID FARM TO MARKET RCIADS STADIDAR.D REQUIREMENTS • EXCEPTIONS FOR EXISTING LIt�S Tpen[San - 1v�+RltndimL--1' Co 7'.-•fCom Kl7�t or behlnd oucor cvrb. Ehort •:e�ption� par.ittnd. Cro�sing�--No pol�� 1a sdian. Pol�� L' co ]' fra. RW or behlnd wter curb, vleh varletion permi[ted only vhece AW i• over 300', Cro��- ing• •h�ll be approz. perpendicul�r. AG �eructvre, reroute aro�md apptoache� or •uffi- cienc co provide 150' horisoncal or JO' verci- eal cle�rance. Vereienl Clearance'- 18' for eo�aiea[ion 11K� a�d 22' or greetar •• required br l�v for pow r line�. � of Con�ervetion - Longitudia�l 11a+t �hall be •Sngle pol� eoa�truetlon. � L��r�tlon - ?1nr dovinCa (ron �•Cpendlcul�r, Vereieel (:�carsnco - No ezeeptioe peritt[ed. 'fypa o( Coa�trueelon - No excep[Soa pecmlcted. Loea[Son - Re�r ROL7 IL=+e. �Yo��1ns• apprmc QCTpCffELGVLtL. LAII$iC{7LIRt1 iSM� �sr be plaeed by plwing or open [reneh. Herkers - R�Quired, Tkvth - 18^ u�ual •nd 11" ■tnl�sm or 5 dism ol ea�ing us+der �vbgrade. )0" toc�l c1�ar d�pth at •I1 poinb vf+ece •nc.�ed, S6^ tot�l c1�aT depth vh�i'� not •ntwsed. T,neuwo.nt• - tlnd�r rudwrt,diteh�• anQ . cruc curu. Loeation -?Say Qevis[e fton pecpendteuler. Ucb�a Longitudisul liae• ea7 remsla exeepc uader roadv��s, Depth - Hiaimum toCal depth of 26" if •nca�ed or 10" 1f not enea�eQ �a� be per+mitt�d. F.ne�+emenc - fSar be omlCeed on lav voluc+e Yarm co harkec Koad■ aad 1� �ol�me Iiigl�vay� if D:ocecee� hy e roinf�rcoA eo�eca[c •lal+ or 1C 6' undor �nv.-- .�anC �urlaeo an� /.� undat diCeh. OLoc�tlo� - Near ROW 1Lna. Cro��lega tPDroz� L<+c�C1on - lley devLaGt from perpendieular. Gfi e re H pt�yendLculet. encasemenc noC Lns[a1lGd, uCL2ity �hould egree co ao �H Derch - ld" ander p�vemene. 2G" wu Lde D��' Di�� cuc�., yongttudioal Llne• may reuin ezceyt d aun[ �rea, lneluding ditehe�. �nder ccnter mediani, Cl�rough-Ciaffte rwdvay� or a H Cneasament - Noua teQvired unless Qiieeted by conneeti�g roadwy (IneludLng •houlder�). a� Dl�[ricc Englneet for hacardou� Ixstfon� �uch DeacA - sfiere materlals aet! ocher coadttions }uscif�, W a� near brtdges, aeruetar��, •[e. Vhcre eeea��- ezception• oar be pacmltted for • nQoctioa of 6•• �at not lnstill�d, atiller sAou1Q atre� to 0o from � uodard r�qvireeenG. O , y�ve�eat cu[�. .�� - . . . . .. � Rev. 8-75 Plate 8 Sheet 59 of 61 City of Fort Worth, Texas n►�Ayar And Caunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 8/17/99 **C-17585 30-32ND 1 SUBJECT AWARD OF CONTRACT TO S. J. LOUIS CONSTRUCT( N, INC. FOR MAIN DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION IMPROVEMENTS (GROUP 4, CONTRACT 2) PART 8, SECTIONS A AND B $�COMMENDATION: ��a �.- _►� It is recommended that the City Council authorize the City Manager to execute a contract with S. J. Louis Construction, Inc. in the amount of $753,369.00 for Main 106R Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 4, Contract 2) Part 8, Sections A and B. pISCUSSl01�: On June 17, 1997 (M&C C-16111), the City Council authorized the City Manager to execute an engineering agreement with Black & Veatch, L.L.C. to prepare plans and specifications for the reduction of inflow/infiltration in the Main 106R drainage area. The project is part of the City's Integrated Wet Weather Wastewater Management Program to comply with an administrative order from the US Environmental Protection Agency to eliminate sewer overflows from the City's wastewater collection system. The project is generally bound on the north by 32nd Street, on the south by Irion Street, on the east by Lulu Street, and on the west by Decatur Avenue. The proposed improvements consist of the replacement of approximately 4,200 linear feet of primarily 24-inch sewer pipe and 2,300 linear feet of 8-inch water pipe. The project is located in COUNCIL DISTRICT 2, Mapsco 62 A and D. The project was advertised for bid on June 3 and 10, 1999. On July 1, 1999, the following bids were received: BIDDER S. J. Louis Construction. Inc. Conatser Construction, Inc. Jackson Construction, Inc. Texas-Sterling Construction, Inc. ' •_ �753.369.OQ 848,691.00 957,507.00 1,296,376.80 TIME OF COMPLETION 150 Calendar Days In addition to the contract cost, $58,000.00 (Section A: $50,000.00 and Section B: $8,000.00) is required for inspection and survey and $31,000.00 (Section A: $25,000.00 and Section B: $6,000.00) is provided for project contingencies. S. J. Louis Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 22% M/WBE participation. The City's goal on this project is 22%. s . � �'ity of �'ort Worth, Texas ,i �►�Ayor And Caunc�l C.ammun�cAt�an bATE REFERENCE NUMBER LOG NAME PAGE $��99 **C-17585 Ix 30-32ND 2 of 2 SUBJECT AWARD OF CONTRACT TO° S. J. LOUIS CONSTRUCTI N, INC. FOR MAIN 106R DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 4, CONTRACT 2) PART 8, SECTIONS A AND B FISCAL INFORMATION/CERTIFICATION: ' � The Finance Director certifies that funds are available in the current capital budgets, as appropriated, of the State Revolving Fund - Sewer and� the Water Capital Project Fund. MG:k � 8 �� i � �� Submitted for City Manager's Office by: FUND I ACCOfiJNT I (to) ", ,� Mike Groomer 6140 Origin�ting Department Head: A. Douglas Rademaker Additional Information Contact: A. Douglas Rademaker 6157 � (from) I PE42 PW53 � 6157 I ." , � e � 541200 5412Q0 , � CENTER I AMOUNT 070420417440 $641,906.00 060530175050 $111,463.00 � �. :ti � CITY SECRETARY APPROVED C6TY CC�4JNC�L AUG ?'� ""�° � ,� � Y;4r ��.,,� ; City 5ecx��'�,.�'a Citq of Foxt �'�