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Home My WebLink About025196 - Construction-Related - Contract - Jackson Construction, Inc.� � � � � � � � E.!` J= � � � � � J C�s� ^� A{ I il• � J P�� 1� �, r—,,;, � f r� � i 1�� y �� .✓ 1� � i-R.a i D�O��' � I��F'�..;,r�,-,�.�' . ;.k w:4 .y;� t � . � •' .', 1 ��,qc1��,� � II �ITY SECRETARY �1�¢�� ,�• .9 �ONTRACT NO . �� ►��r��r�o��s p (;� SPE�IFICATIONS �� '�� '��,�q�T � �� '��T '� AND �, � ,� � �� CONTR�CT DOCUMENTS ,� I � FOR �� MAIN 183 AN� 333 DRAINAGE AREA SANITARY SEWE SYSTEM IMPROVEMENTS (GRO 6, CONTRACT 3) PAR � 2, UNITS 1& 2 (IJNIT 1: L-3075, L-3889 & LH-8244) D.O.E. PROJ. NOS. UNIT 1: 2080, UNIT 2: 2552 SEWER PRO.� NO. PS46-070460410240 r �� CITY OF �ORT WORTH, TEXAS- �� 1999 KENNETH BARR MAYOR �REPARED BX TEAGLTE I�ALL AND PERKINS, I�C. � �� ,9 u��C�� G�[�C�G�D ,� C0� ��f°��a�t � �o UV�/UiUUU9 ��o � � LEE C. �RADLEY, JR., P.E. DIRECTORa, WATER DEFARTMENT BOB TERRELL CITY MAN AGER HUGO��A. MALANGA, D.E. DIRECTOR, TRANSPO�tTATION & PUBLIC WORKS DEPT. :� A. DOUGLAS RADEMAKER, P.�. DIRECT4R, DE�ARTMENT OF �NGINEEI2ING ��,��;,EQF�TF,�-q��*a�� *: � :*�j . . . . .'T`( k�lILTON . . . . � .� : . . . 8C�2�9 .',Q;� r1 i��Fus �rs-r�?�.�°.,�� ,� i �Ctr'r1L �;,-: \t�� ,� .� �/�.8�99 � � � 1 SPECIFICATIONS AND CONTR.ACT DOCUMENTS FOR MAIN 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM IMPROVEMENTS (GROUP 6, CONTRACT 3) PART�2, iJNITS 1 & 2 (iJNIT 1: L-3075, L-3889 & LH-8244) (LTNIT 2: L-2990, L-4225, L-4225"A", L-4227, L-4223, L-4538, L-3424 & LH-8252) D.O.E. PROJ. NOS. UNIT 1: 2080, UNIT 2: 2552 SEWER PROJ. NO. PS46-070460410240 CITY OF FORT WORTH, TEXAS 1999 KENNETH BARR BOB TERRELL MAYOR CITY MANAGER LEE C. BRADLEY, JR., P.E. DIRECTOR, WATER DEPARTMENT HUGO A. MALANGA, P.E. DIRECTOR, TRANSPORTATION & PUBLIC WORKS DEPT. A. DOUGLAS RADEMAKER, P.E. DIRECTOR, DEPARTMENT OF ENGINEERING PREPARED BY TEAGUE NALL AND PERKINS, INC. TABLE OF CONTENTS PART A Notice to Bidders Comprehensive Notice to Bidders Special Instructions to Bidders PART B Proposal � • Unit 1 Minority and Women Business Enterprise Specifications • Unit 1 Proposal • Unit 2 Minority and Women Business Enterprise Specifications • Unit 2 Proposal • Addendum Acknowledgment and Signature Page PART C General Conditions PART D Special Conditions PART DA Additional Special Conditions Details PART E Specifications PART F Certificate of Insurance Contractor Compliance with Worker's Compensation Law Bonds � • Performance Bond • Payment Bond • Maintenance Bond PART G Contract APPENDIX A SRF Requirements APPENDIX B Easement Documents � � D � � � D 1 N I' ��i � �� i � � N ��! � � �� 'I ..._ � _ + �_ NOTTCE TO BIDDERS COMPREHENSI�E NOTICE TO BIDDERS SPECIAL INSTRUCTIONS TO BIDDERS 0 � � ^� Sealed Proposals for the following: J � � Notice to Bidders Main 183 and 333 Drainage Area Sanitary Sewer System Improvements (Group 6, Contract 3) Part 2, Units 1& 2 DOE Nos. Unit 1: 2080, Unit 2: 2552 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, June 3. 1999, and then publicly opened and read aloud at 2:00 P.M. in the Council Chambers. Plans for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, � Fort Worth, Texas. One set of plans and documents will be provided for a deposit of $50.00. A pre-bid conference will not be held. - � The major work on the above project shall generally consist of the following: ^-� UNIT 1: Line Renlacement and Service Rehabilitation. J 3,259 L.F. 8" Sanitary Sewer Pipe by Open Cut 2,479 L.F. 10" Sanitary Sewer Pipe by Open Cut � 285 L.F. Sanitary Sewer Pipe by Other Than Open Cut (8" - 10") 5,213 L.F. 4" Sanitary Sewer Service Pipe "� UNIT 2: Line Renlacement. Pine Enlar�ement and Service Rehabilitation �-� 8,171 L.F. 8" Sanitary Sewer Pipe by Open Cut 211 L.F. 6" - 8" Sewer Rehabilitation by Pipe Enlargement Method � 10,484 L.F. 4" Sanitary Sewer Service Pipe For additional information concerning this project, please contact Ty Hilton, P.E., at the offices � of Teague Nall and Perkins, Inc., 336-5773 or John Boyer, Project Manager, at the City of Fort Worth, 332-5474. � !1 � Advertising Dates: � Mav 6. 1999 Mav 13. 1999 � � � � � ■J � J � J � � � � Comprehensive Notice to Bidders Sealed Proposals for the following: Main 183 and 333 Drainage Area Sanitary Sewer System Improvements (Group 6, Contract 3) Part 2, Units 1& 2 DOE Nos. Unit 1: 2080, Unit 2: 2552 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, June 3. 1999, and then publicly opened and read aloud at 2:00 P.M. Plans, Specifications and Contract Documents for this project may be obtained at the office of the Department of Engineering, Municipal Office Building, 1000 Throckmorton Street, Fort Worth, Texas. A fifty dollar ($50.00) deposit is required for the first set of documents and additional sets may be purchased on a non-refundable basis for fifty dollars ($50.00). These documents contain additional information for prospective bidders. All bidders will be required to comply with provision 5159a of "Vernon's Annotated Civil Statutes" of the State of Texas with respect to the payment of prevailing wage rates and City Ordinance No. 7278, as amended by City Ordinance No. 7400 (Fort Worth City Code Sections 13-A-21 through 13-A-29), prohibiting discrimination in employment practices. Bid security is required in accordance with Paragraph 2 of the Special Instructions to Bidders. The major work on the above project shall generally consist of the following: UNIT 1: Line Renlacement and Service Rehabilitation � 3,259 L.F. 8" Sanitary Sewer Pipe by Open Cut 2,479 L.F. 10" Sanitary Sewer Pipe by Open Cut 285 L.F. Sanitary Sewer Pipe by Other Than Open Cut (8" - 10") a5,213 L.F. 4" Sanitary Sewer Service Pipe � � J J � UNIT 2: Line Renlacement. Pine Enlar�ement and Service Rehabilitation 8,171 L. F. 8" Sanitary Sewer Pipe by Open Cut 211 L.F. 6" - 8" Sewer Rehabilitation by Pipe Enlargement Method 10,484 L.F. 4" Sanitary Sewer Service Pipe Included in the above will be all other items of construction as outlined in the Plans and Specifications. A pre-bid conference will not be held. 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 J � D � I =J i' � ■1 �� `l � � � � � document at any time. Bidders must corimplete the proposal sections and submit the complete specifications book or face rejection of the bid as non-responsive. 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, but in no case will the award be made until all the necessary investigations are made as to the responsibility of the bidder to whom it is proposed to award the contract. Bidders are responsible for obtaining all addenda to the contract documents and acknowledging receipt of the addenda by initialing the ap�ropriate 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 Warth has goals for the participation of Disadvantaged Enterprise in City contracts. Copies of the Ordinance can be obtained from the Office of the City Secretary. The Bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be received no later than 5:00 p.m. five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Any contract or contracts awarded under the Notice to Bidders are expected to be funded in part by a loan from the Texas Water Development Board. Neither the State of Texas nor any of its departments, agencies or employees are, or will be, a party to this Notice to Bidders or any resulting contract. The contract or contracts are subject to regulations contained in 31 TAC, Chapter 363, in effect on the date this contract is executed. For additional information, contact Ty Hilton, P.E., at the offices of Teague Nall and Perkins, Inc., 336-5773 or John Boyer, Project Manager, at the City of Fort Worth, 332-5474. BOB TERRELL CITY MANAGER � � Advertising Dates: � Mav 6, 1999 Mav 13 , 1999 � � GLORIA PEARSON CITY SECRETARY Department of Engineering A. Douglas Rademaker, Director Ri�f � � o o Gi rice, P.E. � Mana er Consultant Services g � � � � J � J J ■1 SPECIAL INSTRUCTIONS TO BIDDERS 1. PREOUALIFICATION REOUIREMENTS: All contractors submitting bids are required to be prequalified by the Fort Worth Water Department prior to submitting bids. Tli�s prequali�cation process will establish a bid limit based on a technical evaluation and financial analysis of the contractor. It is the bidder's responsibility to submit the following documentation: a current financial statement, an acceptable experience record, an acceptable equipment schedule and any other documents the Department may deem necessary, to the Director of the Water Department at least seven (7) calander days prior to the date of the opening bids. � a) The financial statement required shall have been prepared by an independent certified public accountant or an independent public accountant holding a valid permit issued by an appropriate State licensing agency and shall have been so prepared as to reflect the financial status of the submitting company. This statement must be current and not more than one (1) year old. In the case that a bidding date falls within the time a new statement is beirig prepared, the previous statement shall be updated by proper verification. Db) For an experience record� to be considered to be acceptable for a given project, it must reflect the experience of the firm seeking qualification in work of both the � same nature and technical level as that of the project for which bids are to be received. � � � =1 � J J ■1 � c) The Director of the Water Department shall be the sole judge as the the acceptability for financial qualification to bid on any Fort Worth Water Department project. d) e) fl Bids received in excess of the bid limit shall be considered non-responsive and will be rejected as such. The City, in it's sole discretion, may reject any bid for failure to demonstrate experience and/or expertise. Any proposals submitted by a non-prequalified bidder shall be returned unopened, and if inadvertantly opened, shall not be considered. g) The City will attempt to notify prospective bidders whose qualifications (financial or experience) are not deemed to be appropriate to the nature and/or magnitude of the project on which bids are to be received. Failure to notify shall not be a waiver of any necessary prequalification. 2. BID SECURITY: A cashier's check or acceptable bidder's bond payable to the City of Fort Worth in an amount of not less than five (5 %) percent of the largest possible total of the bid submitted must accompany the bid, and is subject to forfeiture in the event the 1 � D � � D3 D � D "� � D 4. successful bidder fails to execute the Contract Documents within (10) days after the contract has been awarded. To be an acceptable surety on the bond, (1) the name of the surety shall be included on the current U.S. Treasury, or (2) the surety must have capital and surplus equal to ten times the limit of the bond. The surety must be licensed to do business in the State of Texas. The amount of the bond shall not exceed the amount shown on the Treasury list or one-tenth (1/10) the total capital and surplus. BONDS: A performance bond,a payment bond and a maintenance bond each for one hundred (100 %) percent of the contract price will be required, Reference C 3-3 .7. WAGES RATES: Not less than the prevailing wage rates established by the City of Fort Worth, Texas and as set forth in the Contract Documents must be paid on this project. 5. AMBIGUITY: In the case of ambiguity or lack of clearness in stating prices in the Proposal the City reserves the right to adopt the most advantageous construction thereof to the City or to reject the Proposal. � 6. BIDDER LICENSP;: Bidder must be a licensed Contractor in the State of Texas. 7. NONRESIDENT BIDDERS: Pursuant to Article 601g, Texas Revised Civil Statutes the City of Fort Worth will not award this contract to a nonresident bidder unless the nonresident's bid is lower than the lowest bid submitted by a responsible Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder to obtain a comparable contract in the state in which the nonresident's principal place of business is located `Nonresident bidder' means a bidder whose principal place of business is not in the State j'r of Texas but excludes a contractor whose ultimate parent company or majority owner has �•� its principal place of business in the State of Texas. � This provision does not apply if this contract involves Federal funds. The appropriate blanks of the Proposal must be filled out by all nonresident bidders in � order for the bid to meet specifications. The failure of a nonresident contractor to do so will automatically disqualify that bidder. � 8. PAYMENT: If the contract amdunt is $25,000 or less, the contract amount shall be paid within forty-five (45) calendar days after completion and acceptance by the City. � � ■J 9. AGE: In accordance with the policy (`Policy') of the Executive Branch of the Federal Government, Contractor covenants that neither it, nor any of its off'icers, members, agents, employees, program participants or subcontractors, while engaged in performing this contract, shall, in connection with the employment, advancement or discharge of employees in connection with the terms, conditions or privileges of their employment, discruninate against persons because of their age except on the basis of a bona fide � 2 � �� J occupational qualification, retirement plan or statutory requirement. DContractor fiirther covenants that neither it nor its officers, members, agents, employees, subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations or advertisements for employees to work on this contract, a maYimum age � limit for such employment unless the speci�ed maximum age limit is based upon a bona fide occupational qualification, retirement plan or statutory requirement. D � !J �J � !J � � � � � � ■J � J 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 Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADFA's provisions and any other applicable Federal, State and local laws concerning disability and will defend, indemnify and hold City harmless against any claims or allegations asserted by third parties or subcontractors against City arising out of Contractor's and/or its subcontractor's alleged failure to comply with the above referenced Policy. 11. MINORITY AND WOMEN BUSINESS ENTERPRISES: In accordance with City of Fort Worth Ordinance No. 11923, the City of Fort Worth has goals for the participation of minority business enterprises and women business enterprises in City contracts. A copy of the Ordinance can be obtained from the office of the City Secretary. The bidder shall submit the MBE/WBE UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT FORM ("Documentation") as appropriate. The documentation must be receivedno later than 5:00 PM, five (5) City business days after the bid opening date. The bidder shall obtain a receipt from the appropriate employee of the managing department to whom delivery was made. Such receipt shall be evidence that the documentation was received by the City. Failure to comply shall render the bid nonresponsive. Upon request, Contractor agrees to provide the Owner complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and/or a Women Business Enterprise (WBE) on the contract ar_d payment thereof. Contractor further agrees to permit any audit and/or examination of any books, records or files in its possession that will substantiate the actual work performed by an MBE and/or WBE. The misrepresentation of facts (other than a negligent misrepresentation) and/or commission of fraud by the Contractor will be grounds for termination of the contract and/or initiating action under appropriate federal state or local laws or ordinances relating to false statements; Further, any such misrepresentation (other than a negligent misrepresentation) 3 � Oand/or commission of fraud will result in the Contractor being deternuned to be irresponsible and barred from participating in the City work for a period of time of not less Dthan three (3) years. � ,� J sJ � � �I � � !J � � � � � ^� 4 J a � � � o � o a � a 0 0� o c� o 0 0 0 0 0 0 o c-� c-� �--� � r—� � �i � � � � � Part B PROPOSAL TO: Mr. Bob Terrell City Manager Fort Worth, Texas Main 183 and 333 Drainage Area Sanitary Sewer System Improvements {Group 6 Contract 3) Part 2, Units 1& 2 SEWER PROJ. NO. PS46-070460410240 D.O.E. Nos. Unit 1: 2080, Unit 2: 2552 � 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 fully complete all the work as provided in the plans and speciiications, and subject to the inspection and appro'val 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 accept�nce of this proposal by the City Council, the bidder is bound to execute a contract and furnish an approved Performance Bond, � Payment Bond, Maintenance Bond, and such other bonds, if any, approved by the City of Fort Worth for the performing and completing of said work within the time stated and for the following sums, to wit: � � � J � � !J � � _il 1�1 fl If I PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.) 1. 20 L.F. * 6-inch Sanitary Sewer, All Depths; F�ar Footl"�`1� Dollars (�`f $fl � Cents $ ' 1'i --' $ , - �� 2. 3,059 L.F. * 8-inch Sanitary Sewer, All Depths; Pe inear oot �ll�-� Dollars � � v Cents $ �� $ � � C� ' 3. 1,922 L.F. * 10-inch Sanitary Sewer, All Depths; Per inear F ot � I 11-� Dollars � " � Cents $ �� - $—�� - : ! N 1 � �� i � � iJNIT 1 PAY APPROX. DESCRIPTION OF ITEMS WITH BID iJNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.) � L'! �7 � 200 L.F. 8" D.I. Pipe, C1.51, All Depths; P Linear FootP! • �p t� .�Q �Nl ��j� `��=� Dollars �/ N t� ) Cents $ $ V . �. —�= 557 L.F. 10" D.I. Pipe, C1.51, All Depths; Per L' ear o t � Dollars � � . � � Cents $ � . $ 130 L.F. 8" D.I. Pipe, Cl. 51, By Other Than �en Cut, DAI-5) �• P r Lin,�er,a,�r �F�oot �. LP�? �2a� �'�� ollars � ^ � �� Cents $�L� $ C�� 7. 155 L.F. 10" D.I. Pipe, Cl. 51, By Other Than � Open Cut, (DA- ); Per Li ear Foot G�'Y1Q�2 � Dollars C� � dD Cents $ r %�� $ �(�j7v '� � 8. � � ■1 � � � J 1 L.S. Remove Existing Aerial Crossing �c� Piers -55 ; Per mp Sum � I� Dollars y� � � � Cents $ 5�-(J $ �� • 9. 18 EA. Standard Sewer MH, 48" I.D., Per Figure M of the G.C.D. (D-52); ��.�.�P/�ru�e�nch��U'��e c� U�%�ollars � � �.l'ti� v Cents $J� $ C� � .��`i� • 10. 73 V.F. Ex. Depth for 48" I.D. Std. Manhole � D-52); Per e ical Foot , ryl llars �2 ,2 �� L( Cents $� $.�p� � B_2 � � � � � IJNIT 1 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.) � 11. 6 EA. Standard Drop Sewer Manhole 48" I.D., Per Fig. 107 of the G.C.D. ( 52); Pe ach � _ �� Dollars �q�y� � /,�f� � Cents $ �W� $ I'-��/� 12. 50 V.F. Extra Depth for Std. Drop Sewer Manhole, 48" �.D., (D-52); Per V rtical Foot � /1� � �Dollars �q� � ��,�-� � Cents $ ��C/ $ ��(J(-�` 13. 23 EA. 14. 23 EA. 15. 29 V.F. 16. 10 EA. 17. 8 EA. Watertight Manhole Insert (D-52); Per ach � .�/�.0�. Dollars � Cents Concrete Manhole Collars Per Fig. 121 o�� ..D. D-�); r E ch ollars � Cents Install Protective Manhole Coating For Corrosion Protection (DA-7); P • Vertic 1 Foot ,� -- Dollars � dl � Cents Remove Existing Sewer Manhole (D 5); Pe ach Dollars f^1 Cents Abandon Existing Sewer Manhole � � $ �� $ � � � $ %�. $ � L/� � $ cy�� ' $ � 70� ,�y� / � $�l�C� $ ( — — ' �� in �,1ace (D-55 ; Per Each o�� Dollars ;�� Cents $ �� - $ �%C�V C/ . : D a D � a � � D D � U � D D D D � � � LTNIT 1 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.) iF:3 19 857 L.F. 4" Sewer Service Line in Public Right-o Wa (D-5 ; Per Linear Foot � Dollars �( �� < . Cents $ $ G�IeU. 3,301 L.F. 4" Sewer Service Line on Private ' Property D-53 ; Per Linear Foot � � ) CUentsrs $ �� l � `�b� ' 20. 1,055 L.F. 4" D.I.P. Sewer Service Line in Public Right-of-Way (D-53); � Per Lin r �Fo t Dollars /�, � _.� . Cents $ lU�• $ � 21. 22. 23. 24. 100 L.F. 4" D.I.P. Sewer Service Line By Other Than Open Cut For Misc. Use as Directed By Engineer (D-53); � e Linear F o ' ��%'U��-�-��ollars Cents 75 Each 4" Sewer Service Taps or Tees (D-53); � Per Ea � � ollars ents 63 EA Install Sanitary Sewer Cleanout at 5 C.Y �r�,��B�uil ing (D-53 ; Pe �ach �'`�� Dollars l_ �7 � � Cents Class B(2500 psi) Concrete for Misc. Placement as Directed by Engineer 45); r Cubic Yar Dollars Cents ., j � `� � $ 1�� $ �'��l�� 0- �a�b�- � .-� ., � ,� ! i � � $ lC� � � , I M 1 � � � I � D D � !.J � D � � D � � � iJNIT 1 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.) 25. 5 C.Y. Ballast Stone for Misc. Placement as Directed by Engineer (D-45); Pe Cubic Yard , � �IAJ�-P/a� � LCQ Dollars )� %� a �' � � �\ � � Cents $ ��b/. $ 26. 5 C.Y. Crushed Limestone for Misc. Placement as Directed by Engineer (D-4 ; Per C bic Y c� _ CJ� Dollars � � Cents $ C� $ 27. 1.0 TN � Ductile Iron Fi 'n s; Per To Dollars � � Cents .$ �� $ �� 28 29 30. 31. 5,895 L.F. Trench Safety System for Sewer Trench Depth 5' and Greater (D-51); �Per Li ar Foot d �f � Dollars ^� � � � Cents $ �• $ ' 5,873 L.F. Permanent Asphalt Pavement Repair Per Figure 4 (D-50); Per L' �Fo t � Dollars � � ) Cents 8 L.F. Repair Concrete Valley Gutter; (DA-28) �� P�erJ L�r oot �� Dollars _ . Cents 329 L.F. Gravel Driveway Replacement (D-50); Per ' ear Foo Dollars � � Cents :7 /' � � $ lQ(`� � $ �D . � � $.�� $ �D�D. �f� �%�� $ $ � D D � � � D � D D D a D Q D � � � � UNIT 1 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRITTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.) 32. 77 L.F. Asphalt Driveway Replacement (D-50); Per Lin Fo t � Dollars '�Jj �� y� � Cents $_��_ $ c ��v 33. [ci! 35 36 37. : 484 L.F. Concrete Curb and Gutter Replacement (DA-21); Per inear Foot � Dollars V ��i Cents 45 L.F. Replace Concrete Sidewalk (D-�4); Per L' ear ot �%1 Dollars Cents 78 S.Y 5,840 L.F. 6,060 L.F 23 Each Replace Concrete Driveway (D-44, DA-22); Per S are Yard �� .d � , Dollars � " ,� ) ! Cents Pre-Construction TV Inspection of Sanitary Sewer Lines, All Sizes (D-62); Linear Foot _ Dollars Cents Post-Construction TV Inspection of Sanitary Sewer Lines, All Sizes (D-65); �gr Linear Foot �� I� ' Dollars � Cents Vacuum Test ;Manhole (D-63); Eac , Dollars Cents �: . � � $ � ` $ ��f � � ��. � I�2�- rA � � �� j'�, � � '20 � �t,"• $ co�3vi0 Q � a� � � . $ � � $.��. $ ��, LTNIT 1 PAY APPROX. DESCRIPTION OF ITEMS WITH BID UNIT TOTAL ITEM QUANTITY PRICES WRiTTEN IN WORDS PRICE AMOUNT BID (Furnish and install, including all appurtenant work, complete in place the following items. D-No. refers to related items in the Part D Special Conditions.} 39. 705 L.F. 40. 868 L.F. 41 Hydro Mulch Seeding (D-73); Per Linea oot ^ � r� �� Dollars -� C��.� Cents $ �' $ Grass Solid Sodding (D-73); Per Lin Foot C� � i�� ( Dollars '� '�r �� Cents d. ' ��(_�' T� $ $ 9 Each Exploratory Excavation (D-Hole), (I�9,9); P ach �� - Dollars �� Cents TOTAL BID - UNIT 1 � � $ IU�XJ $ + � . � � �1 �1,��. � � � : UNIT 1 Ci�y of Fort Worth j; �-r�7 ��- Minority and Women Business Ente�'�;c,�� „��,�,+�Aations � � �PECIAL INSTRUCTIQNS��CC��'`E��f�'L�t� 18 APPLICATION OF POLICY 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 that provide ' goods and services direcUy or indirectly to the City. Illl/WBE PROJECT GOA(�S _ „_ The City's MBEJWBE goal on this project is 71 % of the base bid value of the contract. 't COMPLIANCE TO BID SPECIF(CATIONS On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/V1/BE Ordinance by either of the following: 1. Meet or exceed the above stated M/WBE goal, or; � 2. Good Faith Effort documentation, or; 3. Waiver documentation. SUBMITTAL OF REQUIRED DOCUM�NTATION The appiicable documents 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 Uti(ization Fortn: received by 5:00 p.m., flve (5} City business days after the bid opening date, exclusive of the bid opening date. 2. Prime Contractor Waiver Form: received by 5:00 p.m., five (5) Ctty business days after the bid opening date, exclusive of the bid opening date. 3. Good Faith Effort Form: received by 5:00 p.m., five (5) City business days after the bid opening date, exclusive of the bid opening date. FAILIJRETa�COMPL`Y:UVITH'THECtTY'S:M/WB�;'ORO[NANCE;::W1LL':RESU[:T.'1N:THE:BID�BEING - -. - " -CONSIOEREQ."NON=RESPONSIVETQ:SPECIFICATIONS:' Any questions, please contact the M/VVBE Office at (817) 871-6104. 0 !l �ay. �i�'93 - c��y of Fort worth Minority and Women Business Enterpris S�e�ifications �� MBE/VNBE UTILIZAT�pI � t E� I�d G �' C��S� fackson Construction,Inc. 'R1ME COMPANY NAME Main 183 & 333 Part 2 Unit 1 'R IECT NAME CTTY'S M/WBE PROJECT GOAL: 2 1% "`�'`� �III;O 0�/�,99� 1 � !' I BID DATE DOE# 2080 PROJECT NUMBER ATT'ACHMENT 1A Page 1 of 2 � I M/WBE PERCENTAGE ACHIEVED: 9/ I a are��t�µcamplefemtE�is�fbr►n;Rin_ifsentirety.with,suppor.tingdocumenfat�on,::and:receivedYby-.the:Managing�:Departmen# �r�o��before.:5:00_p�tn.�#Ive-{5) GityyEiusfness:tlays.after.-bid opening; exciusive-flf'bld opening date,_wil[resulf�in the;bid: ie' g;consiriered::non=respor�sive�tn�fiid:spec�caii'ans _ _ � rk:'-fisted in this �ndlor knbwing in�cartsider.ed omparry Name�C'antact;Name;w;� �'�ertifie'd � Specify�Cbntracting _ Specify,�jj items.to ba - DclfacAmount: - A'�dress;_andT'elephone No - _ �� `" Scope of-Woric_(i)� �- "'Supplied(*} - _ _. � . . - _ - = �-Q�-� ., . : , ��. . ��.c�o �._. ' ' ` _ " � a . a. _ v � � . , �n f-- ,r :;: _. :..::: : , z s z: r .- _; _. ,_ . J/M Materials P.O. Box 4yb Rock & Alvord, TX 76225 X _Hauling 1 $55,340.00 800-856-8733 Judv Brown A�e1 Materials : P.O. Box 771 Sand & _ Mansfield, TX 76063 X Hauling 1 $74,960.00 817-473-1282 Janet Field Centex Seeding 3312 Joyce Dr. Hydromulch & Ft.Worth, TX 76116 X Sod 1 $4,600.00 Gavle Juracheck � 11-�44 - l� � a-y -_ M1WBEs;must;he�locatedrirrthe 9(nine); coemty:marketplaee::or.,�u�rently doing�,business=(nrthe;.maeieetplaceeat�ihe�time-of: bid. - ` ipecify;al['areas IR:whlch:MWBE`sare.to�be�utltlzed:andlor.Itecn�ta=be=supplled.. __:: _ ,\ complete.flsting:of ltems to be supplled.ts.required.In ocderto receivecredtttoward::lhe.:MIWBE;goal. ienWy each TTer leve�: Tier. Means 2he=level of;subcontracting below: the prlme contractor/consultant, I.e., a dlrecY payment from=tha prime:.cantractorto�a�suhcontractor9s° consiclered 1'� tier, a paqment by a subcontractor to its suppiier[s°consfdered 2n° tler. fFlIS FORM IAUST BE RFCElVE�? BY TNE RAA�1AGitdG DEPARTME3VT SY 5:�0 p.m., FN� �5) CIT`� SUSINESS DAYS AF?'FR BID OPE�lING, �CCi.JSiYE O� THE BID OP�NING DAT� �ev. 31^_.�98 �.rnS �i.'_' _ �' �f'' . ?!lt � ....:Si. `_'� "o��.•i�.� :�p ?i� :iZ?•�'.^C `,a�?r'�.-c"- AlTACHMENT 1A Page 2 of 2 . city of Fort worth Minority and Women eusiness Enterprise Specifications MBE/WBE UTILIZATION i -Gompany,;Name,;Can#act Name; . ., Cenified.%: u --Specifjr:A1L;,Contrac#ing ;; _�.Specify �'items-ta be ., ;. . - ; Doilar Amount W. �: � Address; and Telephane Ho:. : 4 '; � ,; Scope:ofVYori� ('j" �J ,� Supplied(*j t �' ;�-� � � a � �- �� yQ~n = p.m, - �. ; � � ; � � r vs f-- - ; � :T ; - ;: _ �2�.�; � _ — _ . , ,�....,Y —" - . ,� . . s. _ .- — �_— � _ _ — � � I .—, _ •� rhe bidder further agrees to provide, directiy to the City upon request, complete and accurate information regarding a� �al work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid. "I � bidder also agrees to allow an audit and/or examination of any books, records and files held by their company that Nill substantiate the actual work performed by the MBE{s) and/or WBE(s) on this cantract, by an authorized officer or ar�loyee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the ;� �tract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, itate or Local laws concerning false statements. Any failure to comply with this ordinance and creates a material �reach of contract may result in a detertnination of an irresponsible offeror anr! barred from participating in City work 'c a period of time not less than one (1) year. ALL M s ancJ.,WBEs MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD -.� ;,,� f ��/,,�„-� Larry H. Jackson horized Signature ' Printed Signature President e Cantact Name and Title (if different) Jackson Construction, Inc. ;ompany Name 5112 Sun Valley Drive \ddress ��t Worth. TX 76119 �/State2ip Code 817-572-3303 Telephane Number (s) 817-478-0443 Fax Number Date TNI� =ORM YIUS ; 3E REC�lVE� 3Y i'3�?� EV{ANAGiNG DEPAR�II�?� i 8Y �:JO �.m., F1VE (�) �;TY SUS1NcSS DAYS A�?E4 81� OPG'�IN�. �XCL.USIV� OF � H� Bt�J Cr��11NG DA i= =-v. _.^<!QS ��3Cf'e � _. . . �? �-.`.aC"C:':2!1L ..- __. . c �?�2(ycn �V `*i2 ^.�7- _ �?�af:.^.,?". I�. � - City of Fort Worth Minority and Women Business Enterprise ,�OOD FAITH �FFORT � ATTACHMENT1C Page 1 of 3 Jackson Construction, Inc. 06/03/99 Prime Campany Name Bid Date Main 183 & 333 Part 2 Unit 1 DOE # 2080 Project Name Project Number I1f�ycu�have�falleied�to�secuna�MNVBE'--.partic'i-pafion:andryou �ave-Tsubcantracting_and/or supplier appoctunrtiesxor If � � yo�r��lAMfBF:pa�t[ctpat%ri�is (essfhan�he�C[ty':sproJec�goal;yvu.mustcomplete thi�form� ;. � - if the bidder's method of compiiance with the M/WBE goal is based upon demonstration of a "good faith effort", the bidder will have the burden of correctiy and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation the facts or intentional discrimination by the bidder. Fadure:-to compleie�fhis:�farm�_�n ifs�errtirei�yr v�ifh sopporting,sdacumentation,. artd receive�by the Managirtg Departcneni.omo_�beforea �O�p m�five (5j`Git3►:business-daysafferbid"opening; exctusi_ve ofbid . - -- , __ - : opening-date,:will resuli in the=bid'being°consiiiered non-responsnr�to�bid=specfica�ions� ` :' 1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF � FIRMSI which will be used in the compietion of this project, regardless of whether it is to be provided by a M/WBE or non- M/WBE. � � (Use additiona/ sheets, if necessary) �,,,, List of: Subcontrartina C)aaartunities List of: �plier Onoortunities Portable Toilets Pipe & Fittings `., Manholes � TV Inspection � Bores � Hvdromulch/Sod .. Sand Rock Haulinq Concrete HMAC ':ev :r: �93 � � _ . ATTACHMENT 1C - Page 2 of 3 2.} Did you obtain a current list of M/WBE firms from the City's M/WBE Office? The list is considered in compliance, if it is not more than 3 months old from the date of bid opening. X Yes Date of Listing 0 5 � 10 � 9 9 No , 3.) Did you solicit bids from MNVBE firms, within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exctusive of the day the bids are � � opened? X Yes If yes, attach M/WBE mail listing to include name of firm and address and a dated No copy of letter mailed. 4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas previously ^ listed, at least ten calendar days prior to bid opening by telephane, exclusive of the day the bids are , opened? X Yes If yes,.attach list to include name of M/WBE frm, erson contacted, No phone�umber and d�,�g and time of contact. NOTE: =A facsimile may 6e used:to comply with eitf�er 3 ar 4, but�may nof be used.,forbath.. If a.facsimile: •- is used�_attacF� ttte�fax confirittatiorr� ,which is fo pro�ide. M/WBE�name, date, time, fax number .and; � -- -'` , _ � , - r- °documen�=ation=faxed - _ : _ - - A/WBE isten-ar-les a=si�lisYofN1LWBE m fert ta:be in�aom .;:the�hid`der�m�st-contactthe-entire.:list�to be-in_complianc�,'with; i�s.more.t�ian:fen;.the 6iddermus��cqntact at.leasttwo=tFiirds of . - ;- ilianc�-HritEi�questions 3'::and 4: '' 5.) Did you provide plans and specifications to potential M/WBEs or information regarding the location of �,- plans and specifications in order to assist the M/VUBEs? � X Yes No ... 6.) If M/WBE bids were received and rejected, you must: (1) List the M/WBE firms and the reason(s) for rejection (i.e., quotation not commercially reasonable, qualifications, etc.) and (2) Attach affidavit and/or documentation to support the reason(s) listed below (i.e.. letters, memos, bids, telephone calls, meetings, etc.) (Please use addlHonal sheets, !f necessary, and attach.) Company Name Telephane Contact Person Scope of Work Reason fo� Re)'ection �ranch & 5on 477-5409 Don Jarrett HMA(: Work done with Haukos C;o. 386-4'L'LU g ��? �rces Sharon Haukos Trenchin �onkf�onPSwith Cowtown g24-4524 Roose e1 t �.. _. �uPrell ! ; IBarricades � � Work done with n�n fnYf'�PC i =�:y. 7:_��s _��1 •►s ► �;u: •► ATTACHMENT1C Page 3 of 3 Please provide additional information you feel will further explain your good and honest efforts to obtain M/WBE participation on this project � ..-, The bidder further agrees to provide, directty to the City upon request, complete and " accurate infarmation regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The bidder aiso agrees to allow an audit and/or examination of any books, records and � files held by their cortFpany that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for '" terminating the contract or debarment from City work for a period of not less than three . (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance and creates a maierial breach of contract may result in a determination of an irresponsible offeror and barred from participating in City work for a period of time not less than one (1) year. The undersigned certifies that the information provided and the M/VVBE(s) listed was/were contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1 C will be contacted and the reasons fo� not using them will be verified by the Ci 's MIWBE Office. , ��y,,�..,�. Larry H. Jackson Authorize Sign�ature Printed Signature President Title Jackson Construction, Inc. Company Name 5112 Sun Valley Drive Address Contact Name and Title (if different) 817-572-3303 Telephone Number(s) 817-478-0443 Fax Number Fort Worth, TX 76119 City/State2ip � � 06/07/99 Date =.. _=a � , , ' � � ' ' � � Q � , ' , ' , 1 ' PART C GENERAL CONDITIONS PART C - GENERAL CONDITIONS TABLE OF CONTENTS NOVEMBER, 1, 1987 TABLE OF CONTENTS � Cl-1 C1-1.1 C1-1.2 C1-1.3 C1-1.4 C1-1.5 C1-1.6 C1-1.7 C1-1.8 C1-1.9 C1-1.10 C1-1.11 CI-1.12 C1-1.13 C1-1.14 C1-1.15 C1-1.16 C1-1.17 C1-1.18 CI-1.19 C1-1.20 C1-1.21 C1-1.22 C1-1.23 C1-1.24 C1-1.25 C1-1.26 C1-1.27 C1-1.28 C1-1.29 C1-1.30 C1-1.31 C1-1.32 DEFINITIONS Definition of Terms Contract Documents Notice to Bidders Proposal Bidder General Conditions Special Cond.itions 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 D�y Calendar Day Legal Holiday Abbreviations Change Order Paved Streets and Alleys Unpaved Streets and Alleys City Streets Roadway Gravel Street C1-1 Cl-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 -C1-1 C1-1 Cl-1 Cl-1 C1-1 C1-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 C1-1 C1-1 C1-1 Cl-1 C1-1 Cl-1 Cl-1 Cl-1 Cl-1 C1-1 (1) (1) (2) (2) (2) (2) (2) (2) (2) (3) (3) (3) (3) (3) (3) (3) (4) (4) (4) (4) (4) (4) (4) (4) (4) (5) (6) (6) (6) (6) (6) (6) ',: �'J � � L'�"1 � � � � �^ � � � C2-2 INTERPRETATIOIJ AND PREPARATIOt� 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) C2-2 (1) C2-2 (1) C2-2 (2) C2-2 (3) C2-2 (3) C2-2 (3) C2-2.7 C2-2.8 C2-2.9 C2-2.I0 C2-2.11 C2-2.12 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 C4-4 C4-4.1 C4-4.2 C4-4.3 C4-4.4 C4-4.5 C4-4.6 C4-4.7 C5-5 CS-5.1 C5-5.2 C5-5.3 C5-5.4 C5-5.5 CS-5.6 C5-5.7 C5-5.8 C5-5.9 C5-5.10 C5-5.11 C5-5.12 C5-5.13 C5-5.14 C5-5.15 CS-5.16 C5-5.17 CS-5.18 Delivery of Proposal Withdrawing Proposals Telegraphic �odification of Proposals Public Opening of Proposal Irregular Proposals Disqualification of Bidders 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 SCOPE OF WORK Intent of Contract Documents Special Provisions Increased or Decreased Quantities Alt�ration of Contract Documents Extra Work Schedule of Operations Progress Schedules for Water and Sewer Plant Facilities CONTROL OF WORK AND MATERIALS Authority of Engineer Conformity with Plans Coordination of Contract.Documents Cooperation of Contractor Emergency and/or Rectification Work Field Office Construction Stakes Authority and Duties of Inspectors Inspection Removal of Defective and Unauthor.ized Substitute Materials or Equipment Samples and Tests of Materials Storage of Materials Existing Structures and Utilities �nterruption of Service Mutual Responsibility of Contractors Cleanup Final Inspection C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (4) C2-2 (5) C3-3 (1) C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 C3-3 �3-3 C3-3 C3-3 C3-3 C3-3 C3-3 (1) (1) t2) (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 C5-5 CS-5 C5-5 C5-5 C5-5 C5-5 C5-5 CS-5 C5-5 Work C5-5 C5-5 C5-5 C5-5 C5-5 CS-5 C5-5 C5-5 C5-5 (4) (1) (1) (2) (2) (3) (3) (3) (4) (5) (5) (5) (6) (6) (7) (7) (8) (8) (9) (2) r , � � i � ' � f� , � e � � � C6-6 C6-6.1 C6-6.2 C6-6.3 C6-6.4 C6-6.5 C6-6.6 C6-6.7 C6-6.8 C6-6.9 C6-6.10 C6-6.11 C6-6.12 C6-6.13 C6-6.14 C6-6.15 C6-6.16 C6-6.17 C6-6.18 C6-6.19 C6-6.20 C6-6.21 C7-7 C7-7.1 C7-7.2 C7-7.3 C7-7.4 C7-7.5 C7-7.6 C7-7.7 C7-7.8 C7-7.9 C7-7.10 C7-7.11 C7-7.12 C7-7.13 C7-7.14 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY Laws to be Observed Permits and Licenses Patented D�vices, Materials and Processes Sanitary Provi�ions 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 Public Utilities, etc. Temporary Sewer Drain Connections Arrangement and Charges of Water Furnished :�y City Use of a Se,:tion of Portion of the Work Contractor's Responsibility for Work No Waiv�r of L�gal Rights Personal Liability of Public Officials State Sales Tax PROSECUTION AND PROGRESS Subletting Assignment of Contract Prosecution of the Work � Limitations of Operations Character of Workman and Equipment Work Schedule Time of Commencement and Completion Extension of time of Completion. Delays Time of Completion Suspension by Court Order Temporary Suspension Termination of Contract due to National Emergency Suspension of Abandonment uf the C6-6 (1) C6-6 (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 (11) (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 C7-7 (1) (1) (1) (2) (2) (3) (4) (4) (4) (5) (6) (6) (7) Work and Annulment of Contract C7-7 (7) C7-7.15 Fulfillment of Contract C7-7 (9) C7-7.16 Termination for Convenience of tne Onwer C7-7 (10) C7-7.17 Safety Methods and Practices C7-7 (13) C8-8 MEASUREMENT AND PAYMENT C8-8.1 Measurement of Quantities C8-8.2 linit Prices (3) 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 C8-8.12 C8-8.13 Lump Sum Scope of Payment Partial Estimates an3 Retainage Withholding Payment Final Acceptance rinal Payment Adquacy of Design ' General Guaranty Subsidiary Work Miscellaneous Placement of Material Record Documents C8-8 (1) C8-8 (1) C8-8 (2) C8-8 (3) C8-8 (3> C8-8 (3) C8-8 (4) C8-8 (4) C8-8 (5) C8-8 (5) C8-8 (5) (4) � � PART C - GENERAL CONDITIONS C1-1 DEFINITZONS i�' �� SECTION C1-1 DEFINITIONS C1-l.l DEFINITIONS Or TERMS: Whenever in these Contract , Documents the following terms or pronouns in place of them are used, the intent and meaning shall be understood an3 interpreted as follows: C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of the written and drawn documents, such as specifications, bonds, addenda, plans, et�., which govern the terms and performance o.E the contract. These are contained in th� General Contract Documents and the Special Contract Documents. ' � � � ' � � � a. GENERAL CONTRACT DOCUMENTS: The General Contract Documents govern a11 Water Department Projects and include the following itzms: PART A- NOTICE TO BIDDERS (Sample) PART B - PROPOSAL (Sample) PART C - GENERAL CONDITIOIJS (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-Whit� Blue White White b. SPECIAL COI�TRACT 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- NOTZCE TO BIDDERS (Advertisement) Same as above ' PART B - PROPOSAL (Bid) PART C - GENERAL CONDITIO[JS PART D - SPECIAL CONDITIONS ' PART E - SPECIFICATIOiVS PERMITS/EASEMENTS PART F - BONDS � PART G - CONTRACT PART H- PLANS (Usually bound separately) �i C1-1 (1) � C1-1.3 NOTICE TO BIDDERS: A11 of the l�gal publications eith�r actually oublished in public advertising mediums or furnisned diract to interested parti�s pertaining to the work contemplated under the Contract Documents constitut�s the notic� to bidders. C1-1.4 PROPOSAL: The complet�d written and signed off�r or tender or a bidder to perform the work which the Owner desires to hav� done, together with the bid security, constitut?s the Proposal, which becomes binding upon the Bidder when it is officially r�ceiv�d by th� Owner, has be�n publicly open�d and r�ad and not rejected by the Owner. C1-1.5 BIDDER: Any person, persons, firm, partnership, company, association, corporation, acting directly or through a duly authorized reprzsentative, submitting a proposal for p�rforming the work contemplated und�r th= Contract Documents, constitut�s a biddar. C1-1.5 G�NERAL CONDITIONS: The General Conditions are the usual construction and contract requirem�nts which gov�rn the p?rrormance or the work so that it will be carri�d on in accordanc� with the customary procedur?, the local statutes, and r=quir�ments of the City of Fort Worth's chart�r and promulgat�d ordinances. Wherever there may be a conflict between the General Conditions and Special Conditions, the latter sha11 take preced�nce and shall govern. C1-1.7 SPECIAL CONDITIONS: Special conditions are the specific requirements which are necessary for the particular project cov�red by the Contract Documents and not specifically covered in the General Conditions. Wnen consi3ered with the v^eneral Conditions and other elements of the Contract Documents they provide the information which the Contractor and Own�r should have in order to gain a tho.rough knowl�dge of the project. C1-1.8 SPECIFICATIONS: The Specifications is that section or part oL the Contract Documents which sets forth in detail the requir�ments which must be met by all mat�rials, 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 Contrac� Documents just as though th�y w�r� embodied therein. Ci-1.9 BOND: The �ond or bonds are the written guarantee or security furnished by the Contractor for the prompt and Cl-1 (2) � ' �� L faithful performance of the contract and include the following: a• Performanc? 3ond b• Payment Bond (see �• Maintenance Bond d• Proposal or Bid to Bi3ders, Part (see paragraph C3-3.7) paragraph C3-3.7) (see paragraph C3-3.7) Security (see Special Instructions A and C2-2.6) C1-1.10 CONTRACT: The Contract is the formal signed agreement between the Owner and the Contractor covering the mutual understanding of the two contracting parties about the project to be completed under the Contract Documents. C1-1.11 PLANS: The plans ar� the drawings or reproductions therefrom made by thz Owner's representative showing in detail the location, dimension and position of the various elements of the project, including such profiles, typical cross-sections, layout diagrams, working drawings, Dreliminary drawings and such supplemental drawings as the Own�r may issue to clarify other drawings or for the purpose of showing changes in the work her?inaft�r 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 r?quired by charter to perform � specific duties. Responsibility for Einal enforcement of Contracts involving the City of Fort Worth is by Charter ' vested in the City Manager. The terms City and Owner are _ synonymous. C1-1.13 CITY COUNCIL: The duly elected and qualified governing body of the City of Fort Worth, Texas. � � � � C1-1,14 MAYOR: The officially elected Mayor, or in his absence, the Mayor Pro tem of the City of Fort Worth, Texas. C1-1.15 CITY MANAGER: The officially appointed and authorized City Manager of the City of r^ort Worth, Texas, or his duly authorized representative. C1-1.16 CITY ATTORNEY: The officially appointed City Attorney of the City of Fort Worth, T?xas, or his duly authorized representative. Cl-1 (3) � �� C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appoint�d official of the City ot Fort Worth, referred to in the Charter as the City Engineer, or his duly authorized representative. C1-1.18 DIRECTOR, CITY WATER DEPARTMENT: Tne duly appointed Director oi the City Water Deoartment of the City of rort Worth, T?xas, or his duly authorized reoresentative, assistant, or agents. C1-1.19 ENGIN�ER: Th� Dir�ctor of Public Works, the Director of the rort Worth City Water Department, or their duly authorized assistants, agents, engineers, inspectors, or superintendents, acting within the scope of the oarticular duties �ntrusted to them. C1-1.20 CONTRACTOR: The person, persons, oartnership, company, firm, association, or corporation, entering into a contract with the Owner for the execution of the work, acting directly or through a duly authorized representative, A sub-contractor is a person, firm, corporation, or others under contract with the principal contractor, supplying labor and materials or only labor, for work at the site of the project. C1-1.21 SUR�TI�S: The Corporat� bodies which are•bound by such bonds are required with and for the Contractor. The sureties engaged are to be fully responsible for the entire and satisfactory fulfillment of the Contract and for any and. all requirements as set iorth in the Contract Docum?nts and approv�d changes therzin. C1-1.22 THE WORK OR PROJECT: The completed work cont?mplat�d in and covered by the Contract Documents, including but not limited to the furnishing of all labor, materials, tools, equipment, and incidentals necessary to producz a completed an3 serviceable project. C1-1.23 WORKING DAY: A worki.ng.day is defined as a calendar day, not including Saturdays, Sundays, and legal holidays, in which the weather or other conditions not under the control of the Contractor permit the perFormance of the principal unit of work for a period of not less than s`ven (7) hours be�wesn 7:00 a.m, and 6:00 p.m., with exceptions as permitted in paragraph C7-7.6. C1-1.24 CALENDAR DAYS: A calendar day is any day of the week or month, no days being excepted. C1-1.25 LEGAL HOLIDAYS: L2CJ31 holidays shall b� observ�d as prescribed by tha City Council of the City of Fort Worth for observance by City employa��s as follows: C1-1 (4) � ' C, 1. 2. 3. 4. 5. 6. 7. 8. 9. New Year's Day M. L. King, Jr. Birthday. Memorial nay Independence Day Labor Day Thanksgiving Day Thanksgiving Fri3ay Christmas Day Such other days in lieu of holidays as the City Council may determine January 1 Third Monday in January Last t�londay in May July 4 First Monday in September Fourth Thursday in November Fourth Friday in iVovember December 25 L � 'vVhen one of the above na.�ned holidays or a special holiday is declared by the City Council, falls on Saturday, the holiday shall be observed on the preceding Friday or if it falls on Sunday, it sha11 be observed on the £ollowing �Ionday, by those ' employe�s working on working day operations. Employees working calendar day operations will consider the calendar holiday as the holiday. � s C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined herein appear in Contract Documents, th� intent and meaning shall be as follows: ' � AASHTO - American Association of MGD - Million Gallons Per Stat� Highway Transportation Day �� _ �r�icials ASCE Arnerican Society of Civil CFS - Cubic Foot ner Engineers Second � LAW - In Accordance With , ASTM - American Society of Min. - Minimum Testing Materials� Mono.- Monolithic , AW"vJA - American Wat�r Wo�ks � - Percentum Association R - Radius r ASA - American Standards Association I.D. - Inside Diameter HI - Hydraulic Institute O.D. - Outside ' _ Diameter Asph. Asphalt Elev.- Elecation Ave. - Avenue F - Fahrenhei� ' Blvd. _ Boulevard C - C2ntigrade CI Cast Iron In. - Inch CL - Center Line Ft. - Foot , GI _ Galvanized Iron St. - Street Lin. Linear or Lineal CY - Cubic Yard lb. - Pound Yd. - Yard MH - Manhole SY - Square Yar3 �' Max. - Maximum L.F. - Linear Foot D.I. - Ductile Iron � � C1-1 (5) C1-1.27 CHANGE ORDER: A"Change Order" is a written supplemental agreement bAtwe�n the Owner and the Contractor covering some added or deducted item or f�atura 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 ths proposal are not the subject matter of a Change Order unl�ss the increasz or decrease is more than 25$ of the amount oi the particular item or items in the original proposal. All "Change Orders" shall be prepar�d 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 all�y having one of t:�e following types of wearing surfaces anplied over the natural unimproved surface: 1. Any type of asphaltic concret2 with or without separate bas� mat�rial. 2. Any type of asphalt surface treatinen�, not including an oiled surface, with or without �eparat? bas� mat�rial. 3. Brick, with or without separate base matsrial. 4. Concrzte, with or without separate bas? material. 5. Any combination of the above. C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, all�y, roadway or other surface is any area exceLot those defined abov� for "Paved Streets and Alleys." C1-1.30 CITY STREETS: A city street is defined as that area aetween the right-of-way lines as the street is dedicated. C1-1.31 ROADWAY: oarallel lines two (4') feet back of exists. The roadway is defined as the area between (2') feet back of the curb lines or Eour the avarage edge oF pav�:nent whAre no curb C1-1.32 GRAVEL STREET: A�r3ve1 5tr�et is any unpaved str.eet to which has been added one or more applications of grav?1 or similar material other than the natural material found on the str�et surface beL�re any i:nprovem?�t was made. . Cl-1 (o) u ' SECTION C - GENERAL CONDITIONS C2-2 INT�RPRETATION AND PREPARATIOt� OF PROPOSAL � SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL � C2-2.1 ?ROPOSAL rORM: The Owner will furnish bidders with proposal form, which will contain an itemized list of the items of work to be done or materials to be furnished and upon which bid prices are requested. The Proposal form will state � the Bi3der's general undersLanding of the project to be - complet�d, provide a space for furnishing the amount of bid security, and state the basis for entering into a formal contract. The Owa�r will furnish forms for tn� Bidder's � "Experience Record," "Equipment Schedule," and "Financial Statement," all of which must be prop�rly execut�3-and filed � with the Director of the City Water D�partment on� w��k nrior to the hour for o�eninq of bids. The financial statement required shall have b�en pr�pared by � an indenendent certified public accountant or an ind�pendent • public accountant holding a valid permit issued by an aopropriate state lic�nsing agency, and shall have• been so prepared as to reflect the current financial status. This ,�,,, statement must be current and not more than one (1) y=ar old. In th? case that a bidding date falls within th� tim� a new � statem�nt is being prepared, the previous statement shall be updat�d by proper verification. Liquid assets in the amount of ten (10�) percent of the estimated proj�ct cost will be required. � � For an zxperience record to be considered to be acc�ptable for a given project, it must reflect the experience of the firm "` seeking qualification in work of both the same nature and WI magnitude as that of the project for which bids ar� to be receiv=d, and such experience must have been on projects � completed not more than �ive '(5) years prior to the date on which are to be r�ceived. 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 �oroject. The prospective bidder shall schedule the equipment he has ' available for the project and state that he wi11 rent such additional equipment as may be required to complete the project on which he submits a bid. � C2-2.2 INT�RPRETATION OF QUANTITIES: The quantities of work � and mat=_rials to be furnished as may be listed in the proposal � C2-2(1) � for�s or other parts of tne Contract Documents will be considered as a��roximate only and wi11 be usad For the ourpos� of comparing bids on a uniform basis. Paym=nt wi11 be made to the Contractor for only tne �ctual quantities of worr p�rformed or mat:rials furniahed in strict accor3ance with tne Contract Documents an3 Plans. The quantities of work to be p?rformed and mat�rial� to be fzrnished .may be incraase3 or decreased as hereinafte.r providzd, without in any way invalidatinq the unit prices bid or any other requirements of the Contract Documents. C2-2.3 EXAMINAiION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: Bidders are advis�d tha� the Cantract Documents on file with tre Owner shall constitute all of the information which the Owner will furnish. All additional in�°ormation 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 ad3enda were actually written into the original Contract Documents. Bidders ar e r�quired, prior to the filing of proposal, to raad and become familiar with the Contract Documents, to visit tha site of the project and examine carefully all local conditions, to inform themselves by their own independent research and investigations, tests, boring, and by such other means as may be neczssary to gain a complete knowledge of tha. conditions wnich will b� eacountered 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 r?qui�ad for its compl�tion, and obtain a11 information required to makz an intelligent proposal. No information given by thz Owner or any rzpresentative oF the Own:r other than that contained in the Contract Documents and officially oromulgated addenda thereto, shall be binding upon tne Owner. Bidders shall rely exclusively a�d solely upon their own e.stimates, investigation, research, tasts, explorations, and other data wh.ich are necessary for full and complete information upon which the proposal is to be bas`d. It is mutually agreed that the submission of a proposal is prima-Faci� evidence that thz bidder has mad? the investigations, exarninations and tests herein required. Claims For additional compensation due to variations betw�en conditions actually encounterjd in construction and as indicat�d in the Contract Documents will not be allowed. The logs oF Soil 5orings, if any, showing on the plans ar� for genzral information only and may not Qe correct. Neith�r thA C2-2(2> �� ' � Owner nor the Engin�er guarantee that the data shown is representativ=_ of conditions which actually exist. C2-2.4 SUBMITTING Or 'rROPOSAL• The Bidd�r shall submit his � Proposal on tne form furnish�d by the Owner. Al1 blank spaces applicable to th� project contained in the form shali be correctly filled in and th� Bidder shall state the prices, � written in ink in both words and numerals, for which h� proposes to do th� work contemplat�d or turnish� the mat�rials required. A11 such pric�s shall be writt�n legibly. In case � of discrepancy between the price writt�n 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 author�zzd agent. If a proposal is submitted by a firm, association, or partnership, the name and address of each member must be given, and the proposal must be signed by a membzr of the firm, association, or partnership, or by a parson duly authorized. If a proposal is submitted by a company or corporation, the company or corporate nam=_ and business addr�ss must be giv?n, and the proposal signed by an official or duly authorized agent. The corporate seal must be affix�d. Power of Attorney authorizing agents or others to sign proposal must be properly c�rtified and must be in writing and submitted with the proposal. C2-2.5 REJECTION OF PROPOSALS: Proposals may be rejected if they show any alt�ra�ion of words or figures, additions not called for, conditional or uncalled for alt�rnate bids, incomplet� bids, erasur�s, or irregularities of any kind, or contain unbalance value of any items. Proposal t�ndered or delivered after the official time designated for receipt of proposal shall be returned to the Bidder unop�ned. C2-2.6 BID SECURITY: No proposal will be considered unless it 1 is accompanied by a�"Proposal Security" of the character and in the amount indicat?d in the "Notice to Bidders" and the "Proposal." The Bid Security is required by the Owner as � evidence of good faith on the part of the Bidder, and by way of a guaranty that if awarded the contract, the Bidd�r will within the requir?d time execute a formal contract and furnish , the required p�rformance and other bonds. The bid security of the thr�e lowest bidders will be retained until the contract is awarded or other disposition is made th_reof. Tnz bid security of all other bidders may be returned promptly aft�r � the canvass o� bids. � � C2-2(3) � C2-2.7 DELIVERY OF PROPOSAL: No proposal wi11 be consi3er2d unless it is dalivered, accomoanied by its proper Bid Szcurity, to th� City Manager or his r�pr�sentativ� in thz official place oi business as sat forta in the "Notic� to Bidders." It is tn� Bi3der's sole r�sponsi�ility to deliver tha �ro�osal at th� prooer ti�e to the proper plac�. The mere fact that a oroposal was dispatched will not be consider�3. The 3idd�r must have th� proposal actually deliv�r?d. �ach proposal shall be in a sealed envelope plainly �arked with the word "PROPOSAL," and tha name or description �f the project as designate3 in the "Notice to Bidders." Tne envelopa shall be ad3ressed to th2 City Manager, City Ha11, Fort Worth, Texas. C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with the City �ianag�r cannot b� withdrawn prior to the time set for opening proposals. A request for non-consideration of a pr000sal must be ��ad� in writing, addressed to the City Manager, and filed with him prior to th� time szt for the opening of proposals, Aftar al1 proposals not requ�stzd for non-consideration ar� opened and publicly read aloud, the proposals for which non-consid?ration requests have been properly filed m�, at the option of the Owner, be r�turned unoDened. C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may modify his proposal by telegraphic communication 3t any time prior to the time set Eor opening proposals, provided such telegraphic communication is received by the ��ity yanager prior to the said proposal opening time, and provid�d further, that tne City Manager is satisfied that a written and duly autnenticated confirmation of such telegraphic communication over th� signaLure of the bidder was mailed prior to the proposal opening time. If such confirmation i� not received within forty-eight (48) hours after the pronosal opening time, no furtner consideration wi11 be given to the pr000sal. C2-2.10 PUBLIC OPENING OF-PRO�OSAL: �Proposals which hav� been properly filed and For which no "Non-consid�ration Request" has beea received will be publicly opened and r�ad aloud by the City Manager or his authorize3 reoresentative at the time and Dlace indicat�d in the "Notice to Bidders." All proposals which havz b`en opened an3 read wi11 remain on file with the Owner until the contract haa been awarded. Bidders or their authorized representatives are invited to be present for the opening ef bids. C2-2.11 IRREGULAR PROPOSALS: Pr000sals shall be consid�rad as being "Irregular" if th�y show any omissions, alterations of form, additions, or conditions not called for, unauthoriz�d alt�rnate bids, or irre3ularities of any kind. However, the C2-2(4) -, � Owner r�ser��es the right to waive any and all irregularities � and to make tne award of the contract to tne best interest of the City. Tendering a proposal after the closing hour is an irregularity which cannot be waive3. � C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be disqualified and th�ir pro�osals not considered for any of, �., but not limited to, the :Eollowing r=_as�n: " a. Reasons for believing that collusion exists among bidders. � b. R�asonabl� grounds for belizving that any bidder is interest?d in more than on� pronosal for work contemplat�d. � c. The bidder being interestzd in any litigation against the Owner or where thz Owner may have a claim against or be engaged in litigation against � the bidder. d. The bidder being in arrears on any existing contract or having defaulted on a previous contract. e. The bidder having performed a prior contract in an � unsatisfactory manner. � f. Lack of competency as revealad 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: T� � � 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 Bi3der. 3. An equipment schedule showing the equipment the bidder has available for use on the project. The Bid Proposal of a bidder who, in the judgment of the ' Engineer, is disqualified under the requirements stated herein, shall be set aside and not opened. i 1 � C2-2(5) � ' � , � � 1 � � , � ' ' ' � � � PART C - GENERAL CONDITIONS C3-3 AWARD AND EXECUTION OF DOCUMENTS SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS: C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been opened and read aloud, the proposals wi11 be tabulated on the basis of the quoted prices, the quantities shown in the proposal, and the application of such formulas or other methods of bringing items to a common basis as may b� established in the Contract Documents. The total obtained by taking the sum of the products of unit prices quoted and the estimated quantities plus any lump sum items and such other quoted amounts as may enter into the cost of the completed project will be consid�red as the amount of the bid. Until the award of the contract is made by the Owner, the right will be reserved to reject any or all proposals and waive technicalities, to re-advertise for new proposals, or to proceed with the work in any manner as maybe considered for the best interest of the Owner. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS ENTERPRISE COMPLIANCE: Contractor agrees to provide to Owner, upon request, complete and accurate information regarding actual work performed by a Minority Business Enterprise (MBE) and or a a Woman-owned 3usiness Enterprise (WBE) on the contract and the payment therefor. Contractor further agrees, upon request by Owner, to allow and audit and/or an examination of any books, records, or files in the possession of Contractor that will substantiate the actual work performed by the MBE or WBE. Any material misrepresentation of any nature w.ill be grounds for termination of the contract and for initiating any action under appropriate federal, state or local laws and ordinances relating to false statements; further, any such misrepresentation may be grounds for disqualification of Contractor at Owner's discretion for bidding on future Contracts with the Owner for a period of time of not less than six (6) months. C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with Current City Ordinance prohibiting discrimination in employment practices. C3-3 (1) � � The Contractor shall post the r��uired notice to tnat �ffect on th� project site, and, at his request, will be provid?d assistanc? by ttle City of Fort v�orth's Equal Employm�nt �fficar who will ref�r any qualified applican� he may :Zave on file in hi� office to the Contractor. Appropriate notices may be acquir�d from the Equal Employment Officer. C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has �e�n read by the Owner it cannot be withdrawn by the Bidder within forty-five (45) days after the date on which the proposals wera opene3. C3-3.5 AWARD OF CONTRACT: The Owner reserves the right to withholdfinal action on the proposals for a reasonabl� time, not to excee3 forty-five (45) days aft'r the datz of opening proposals, and in no event will an award be made until aft�r investigations have oeen made as to the r�sponsibility of the propose3 awar3e�... The award �f the contr.3ct, if an award is made, wi11 be to the lowest and best responsible bidder. The award of the contract shall not 'oecome eff�ctive until th� Owner has notified the Contractor in writing of such award. C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as propose3 price totals have been determined for comparison of bids, the Owner may, at its discretion, return the proposal security which accompanied th� proQosals which, in its judgment, would not be considere3 ror the award. All oth�r �roposal securities, usually those of the three lowest bidders, will be r?tained by the Owner until the required contract has been executed and bond furnished or the Owner has otherwise disposed of the bids, after which they will be r�turned by the City Secretary. C3-3.7 BONDS: With the execution and deliver;� of the Contract Documents, the Contractor shall furnish to, and file with the Owner in the amount5 herein require3, the following bonds: a. PERFORMANCE BOND: A good and sufficient performance bond in an amount nat less tha:� 100 percent of the amount oE the contract, as evidenced by the proposal tabulation or otnerwise, guaranteeing the full and faithful execution of the work and pzrformance of the contract, and for the protection of the Owner and a11 other persons against damage by r?ason of negligence of the Contractor, or improper zxecution of the wor'�c or the use of iaf�rior materials. This performance C3-3 (2) 1 ' . ' ' � ' ' L� ' t � ` ' � � � ' 1 1 � , � � � � � � R" � � !� �r , � e L a bond shall guarantee the payment for all labor, :r�at�rials, equipment, supplies, and services used in the construction of the work, and sha11 r�rnain in full force and effect until provisions as above stipulated are accomplished and final payment is made on the project by the City. b. MAINTENANCE BOND: A good and sufficient maintenance bond, in the amount of not less than 100 percent of the amount of the contract, as evidenced by the proposal tabulation or otherwiss, guaranteeing the prompt, full and faithful p�rformance of the general guaranty which is set forth in paragraph C8-8.10. c. PAYMENT BOND: A good and sufficient payment bond, in an amount not less than I00 percent_of the amount oi the contract, as evidencPd by the proposal tabulation or otherwise, guarante�ing the promp t, full and faithful payment of all claimants as defined in Article 5160, Revised Civil Statutes of Texas, 1925, as amended by House Bill 344 Acts 56th Legislature, Regular Session, 1959, effective April 27, 1959, and/or the latest v�rsion tner�of, supplying labor and materials in the pros�cution of the work provided for in the contract being construct�d under these specifications. Payment Bond shali remain in force until all payments as above stipulated are made. d. OTHER BONDS: Such other bonds as may be required by these Contract Documents shall be furnished by the Contractor. No sureties will be accepted by the Owner which ar� at the time in default or delinquent on any bonds or which are interested in any litigation against the owner. All bonds sha11 be made on the forms furn.is.hed 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 effect and the Contractor shall immediately provide a C3-3 (3) new surety satisfactory to the Owner. No pay�ent will be made under the con�ract until the n�w surety or sure�ies, as r?quired, have qualified and.hav� been acceoted by the Owner. The contract sha11 not b? op�rative nor will any �ayments be due or paid until approval of the bonds by tne Owner. C3-3.8 EXECUTION Or CONTRACT: 4�Tithin ten (10) da�s arter the Owner has by appropriate resolution, or oth�rwis�, awarded the contract, the Contr3ctor shall executz and file with the Owner the Contract and such bonds as nay be requir�d in the Contract Documents. No contract shall be.binding upon the owner until it nas been attested by th� City Secretary, approved as to form an3 legality by ti�e City Attorn�y, and sxecut�d for tha Owner by either t'ne Mayor or City Manager. C3-3.9 FAILURL TO EXECUTE CONTRACT: The failur� of the Awarde� to execute thz r�quired bond or bcnds or �o sign the r�quirzd ccntract within ten (10) days aft?r the con�ract is awarded shall be considered by the Owner as an abandonment of his proposal, and t:�e Owner may annul th� Award. By r�ason of the uncertainty of the mar?cet prices o= mat�rial an3 labor, and it bei�g impracticable an3 difficult to accurately determine the amount of damages occuring to the Ownzr by reason of said awardee's failure to execute said bonds and contract within ten (10) days, the proposal security accompanying the proposal shall be the agr'e3 amount of damages which Owner will suffer by reason of such failure on the part of the �wardee and shall thzr�upon i.�nmediately be forfeited to the Owner. The filing of a proposal will be con�ider�d as an acceptance of this provision by the Bidder. C3-3.10 BEGINNING WORK: The Contractor �hall not cocnmence work until authorized in writing to do so by tne Owner. Should the Contractor fail to commence work at the si�� of the project within th� time stipulat�d in th� written authorization usually termed the "Work Ord�r" or "Proceed Order", it is agr�ed that the Surety �ompany will, within ten (10) days after the commence:nent date set forth in such writt�n authorization, co�nmznce the physical �xecution of the contract. C3-3.11 INSURANCE: The Contractor shall not commence work under this contract until he :�as o'ptained all th•= insurance requirzd under the Contract Documents, and such i�surance has been approved by th� Owner. The prime Contractor shall 'oe responsible for d�livering to the Owner the sub-contractors' C3-3 (4) � � � � � r* � R� � � � , ' � e � certificat? of insurance for approval. The prime contractoc sha11 indicate on the certificate of insuranc� included in the documents for ex�c�tion wh�ther or not his insurance covers sub-contractors. I� is the intention of the Own�r that the insurance cov�rag� required herein shall include th� cov�rage of all sub-contr�ctors. 3. COMPENSATION INSURANCE: The Contractor shall maintaia, during the life of this contract, Workars' Compensation Insu.rance on all of his employe�s to be engagzd in work on ths oroject under tnis contract, and for all sub-c�ntracto.rs. In cas� any class of employees engaged in hazardous wor'�c on the project under this cont.ract is not protected und�r the Workers' Compensation Statute, the Contractor shall provide adequate emplo1�er's general liability insurance for the protection of such of his employees not so protected. �. b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The Contractor shall procure an3 shall maintain during the liie of this contract Contractor's Comprehensive General Liability Insuranca. (Public Liability and Property Damag� Insurance) in an amount not less than $500,000 covering each occurrence on �ccount of bodily injury, including death, and in aa amount not less than $500,000 coverir�g each occurrence on account of property damag� with $2,000,000 umbr�lla policy coverage. c. ADDITIONAL LIABILITY: The Contractor shall furnish insurance as separate policies or by additional endorsement to one of the above-mentioned policies, and in the amount as set iortil for public liability and property damag�, the following insurance: 1. 2. Contingent Liability (covera General Contractor's Liability for acts of sub-contractors). Blasting, nrior to any blasting beiag done. 3. Collapse of buildings or structurzs adjac�nt to excavation (if excavations are to be performed ad-jacent to same ) . 4. Damage to underground utilities f_or $500,000. C3-3 (5) 5. � Builder's risk (where above-qround structures are involved). . Contractual Liability (covers all indemnification r�quir�ments of Contract). d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY DAMAGE: The �ontractor shall procure and maintain, during the life of this Contract, Comprehensive A�stomobile Liability insuranc� 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 �erson an amount not less than $500,000 on account of one accident, an3 automobile property damag-� insurance in an amount not less than $100,000. _ e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The insuranc� required under th� above paragraphs shall provide a3equate protection for the Contractor and his sub-contractors, respectively, against damage c1a'ims which may arise from operations under this contract, whether such operations be by th� insured or by anyone directly or indirectly employe3 by him, and also against any of the following s�ecial hazards which may be encountered in the performance of the Contract. f. PROOF OF CARRIAGE OF INSURANCE: The Contractor shall furnish the Owner with satisfactory proof oi coverage by insurance required in these �ontract Documents in amounts and by carrizrs satisfactory to the Own�r. (Sample attached.> Al1 insurance requirements made upon the Contractor shall apply �o 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 psrformance, payment, maintenance and all such other bonds are writt�n shall be r�presented by an agent or agents having an �ffice located within the city limits of the C3-3 (6) � � City oi r^or_ �Tor�h, Tarrsnt County, Texas, Fach ' siic:z ag�r.t sha11 be a d�ily qualifi�d, one uoon wnom service o� nrocess may ae had, and msst have authority and oower to act on behalf of the ' i�surance and/or bondi:�g company to negotiate and settle with the City of rort Worth, or ar�y other claimant, �ny claims t?�at the City of rort Worth or � other clairna:�t or any proo�rty owner who has been damag�d, may hays against Lhe Contractor, insuranc�, and/or bonding company. If the local insurancs rJpr�sentative is not so empower�d by the �' insurance or bcnding compani?s, then such authority - must be v�s��d in a locat agsn� or claims officer residing in tize i�i�tropl�x, the rort Wortn-Dallas area. 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: rJnder tile Contract, the i�ntractor shall pay ior all mat�rials,.labor and services A when 3uA. � C3-3.13 WEEKLY PAYROLL: A c�rtified.cooy of each oayroll covering payment o£ wag'�J to all p?rson en�aged in work .on �he project at the site of the oroject �hall i�e furnished to the � Owner's renr�sentative wit`�in s�ven (7) days after th� close of each oayrolZ nerio�. ��o�y or copi?s of the ae�plicable , minimum wage rat�s as ��t ��rt'� in tn� Contract Documents shall be kept post�d in a conspicuous �1ace at the si�e of the proj�ct at alt times during the cours� of the Contract. � Copies of the wage ratas wi11 be furnis"��d the Contractor, by the Own�r; however, oo�_ing and prot��tion of the waga rat�s -�- shall be the r�s�onsi�iiity of the Con�ractor. ~� C3-3.14 CONTRACTOR'S CGNTRACT ADMINISTRATION: Any Contractor, �{ whether a person, p�rsons, oartn�rshi�, company, firm, association, corporation or oth�r who is approved to do , businQss with and entars into a con�ract with th� City For cons�ruction of wat�r and/or sanitary sewer faciliti�s, wi11 have or shall ?stablish s fully oo�ra�ional busin`ss office within thz Fort �Iort'n-Dalla� m�tr000litan ar�=_�. The ' Contractor shall charge, ��legate, or assign this offic� (or hJ ma� delegat� his Project Sap�rintendent) with fu11 authority to transact a11 busin��s ac}ions required in the ' p��rformance of the Contr.3ct. This local authority shall be ma3� r�soonsi�l� to act i�r the Contractor in all matters pertaizi�g to t'ne wor� g�v�rned �y the Contract whether it bP � admir_istrative or oth�r�aise and a> >uch sha11 ba empoware3, , t'nus d�l�gate3 and dir=_ct?d, to settl� all ma.t�rial, labor or ota�r �xpenditure�, al1 claims against �he wcrk o.r any other � C3-3 (7) � matter associatzd suc'n as maintainin� a3equate an3 aopropriat2 insurance or security cov�rage for the project. Such local authority for administration oF the work under the Contract shall be maintained until all business transactions executed as part of the C�ntract are complet�. Should thz Contractor's principal base of operations b� other than in the rort Worth-�allas m�tropolitan area, notificatio� of the Contractor's assignm�nt of local authority shall be made in writing to the Engine�r in a3vance of any work on the pr�ject, all appropriat�ly signed and seale3, as applicable, by the Cont.ractor's responsi�le offic�rs with the understanding that this �ritten assignment of authority to a local representative shall become part of the project Contract as though bound dir�ctly into the project documents. The intent of these rPquirements is that all mattars �associated with the Contractor's administration, whether it be orientzd in Furtiiering th� work, or oth�r, be governed direct by 1oca1 authority. This same requir�ment is imposed on insurancz and surety coverag?. Should the Contractor's local representative Fail to perform to tha satisfaction of Engineer, the Engineer, at his sole discr�tion, may decnan3 that such local representative be replaced and the Engineer may, at his sole discretion, stop all work until a new local a•uthority satisfactory to the Engineer i� assigned. No cr=dit of working time will be for periods in which work stopnages ar� in effect for this reason. � C3-3.15 VENUE: V�nue of any action hereinunder shall be exclusively in Tarrant County, T�xas. C3-3 (8) � � ' � SECTION C4-4 SCOPE OF WORK PART C - GENERAL CON�I'I'IONS C4-4 SCOPE OF WORK � C4-4.1 INT�NT OF CONiRACT DOCUMENTS: It is the definite int?ntion of these Contract nocum�nts to provide for a complete, useful project which th� Contractor undertakes to � construct or furnish, all in full compliance with the r�quir�ments and int�nt of the Contract Documents. It is ' d�finitely und�rstood that the Contractor shall do a11 work as provided for in the Contract Documents, shall do all �xtra or sp?cial work as may be considered by th� Owner as neczssary to � complete the project in a satisfactory and acceptable manner. Th� Contractor sha11, unless otherwise specifically stated in � these Contract Documents, furnish all l�bor, tools, materials, machinery, equipment, special services, and incidentals necessary to the prosecution and completion of the project. � C4-4.2 SPECIAL PROVISIONS: Should any work or conditions � wnich are not thoroughly an3 sa�isiactorily stipulated or covered by General or Special Conditions of these Cantract Docurnents be anticipated, or should there be any additional � proposed work which is not covered by thesz Contract Documents, then "Sp�cial Provisions" covering all such work � will be prepare3 by the Owner previous to the tim� or receiving bids or proposals for such work and furnish?d to the Bidd�r in th� form of Addenda. All such "Special Provisions" � shail be consid�red to be a part of the Contract �ocunents just as though they were originally written therein. C4-4.3 INCREASED OR DECREASED QUANTITIES: The Own�r res2rv�s the right to alt�r the quantities of the work to be p�rformed � or to ext�nd or short�n the improvements at any time wh�n a:�d as found to be n`cessary, and the Contractor shall perform the , work as alt�red, incr�as`d or decreased at the unit prices. Such increased or decreased quantity shall not be more than 25 perc�nt of the contemplat�d quantity of such it�m or it�ms. ' When such changes incr`ase or decrease the original quantity oz any item or items of work to be done or materials to be furnish�d by th� 25 p�rcent or more, then either party to the contract shall upon written request to the other party be ' enti�led to a revised consideration upon that portion of the work above or below the 25 oercent of the original quantity stated in the proposal; suc:� r�vised consi3eration to be �" determin�d by special agreement or as h�reinafter provid�d for . "Extra Worx." �Io allowanc� will be made for any changes in anticipat�d profits nor shall such changes be con�id?r�d a5 � �jj C4-4 (1) � waiving or invalida�ing any conditions or provisions of tne �ontract Documents. Variations in quantities of sanitary s�w�r oipe.� i:� depth ca�.egcries, sha11 b� internr��=_d il�rein as �p�lying t� tn� ovarall quantitiPs or 5anitary sewer pioe in each pip� size, but not to the various depth catagories. C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the Owner reserves the right to ma'�a such changes in tne Contrac� Documents and in the charact�c or quantities of the work as may be necessary or de�.irable to insure completion in the most satisfactory manner, provid�d such chan�?s do not mat�rially alter the original �ontrar_t Docume:�ts or change the general nature of tne project as a w:�ol�. Such changes shall not be considered as waiving o.r invalidating any con.dition or orovision of the Contract Docum�nts. C4-4.5 EXTRA WORK: Additional wor;�,ma3s necessary by changes and ali:era�ions oF the Contract Documents or oE quantities or for other r?asons for which no prices ar� �orovided ia tha Contract Documents, shall be defined as "Extra Wor',�" and shall be performed by the Contractor in ac�o.rdance with these Contract �ocuments or aU��roved additions thereto; ,pro�ide3, however, that before any extra work is begun a"Change Order" shall be executed or written order issued by th� Owne.r to do the work for payments or c;-edi�s as shall be d�termined by OIl@ or morj combination of the followiag m��thods: 3. � Unit bid price prev.iousl� approved. An agreed l s�np sum. c. The actual reasonabl? cost of (1) labor, (2) rental of equipment used on th� ex�ra work fcr tize time so use3 at Associated Genzral Contraccvrs oF Am�rica current eq�iipment rental rates; (3) materials entering perman�ntly into th� project, and (4) actual cost of insiiranc�, pond�, and social security as det2rmined �y the Owner, plus a fix�d fee to oe agreed u�on b�a� not to �xce�d 10� o� the actual cost of such ex=ra wor;c. The fixed f�e is not to includz any addit.io�al nrofit to the �ont.ractor for rental of �qui�ment own�d by him and used For the extra work. Th� f�e shall 'o� full and complate �ompensati�n to cov�r the co5t oE sup=_rintendenc�, �verhead, otne.r prof_it, general and a11 other :�kp�ns�� not izc.luded iz ( 1), ( 2>, ( 3), an� ( 4) a'�ov�. The Contractor shall t:een accur�te cost racords on tha ��r�n and i�z the met'nod C4-4 (2) � l� � sugg:st=d by tn� Own�r and s::al1 giv� tize ��wnsr access to all accounts, bi11s, vouch�rs, an3 r?cords r�lating to th� Extra Work. ' No "Change Ordzr" sha11 become effective until it has ��en approved and signed by each of tne Contracting parties. 1 No claim for �xtra �Tor'�c oF any kind will be allowed unl�ss ordered in writing oy th� Owner. In case any ord�rs or instructions, ei�her oral or written, appear to the Contractor �,, to involve Extra Wor;� for w�zich h� shoul3 rec�iva compensation, he shall mak= written raqu�st to tha Engin:er For written ord�rs authorizing such Extra work, prior to beginning such wor;c. i� ' � � _� � � Should a differ�nca arise as to what does or does not constitute Extra Work, or as to th? paymer.t th��reof, an3 th� Engineer insists upon its performance, =h� Contractor shall groceed with the work aft�r making �vritten request for written orders and shall k�ap an accurate account of tne actual reasonable cost th�r�oi as provided un3er metho3 (Item C}. Claims �or extra wor}: wi11 not b� pai3 unlas� the Contractor shall file his claim with �ne Own�r witnin fiv� (�> days before the tim? For making the first esti.mat� aft�r su•ch work is done and ur�l�ss �he claim i.s sup�oorted by sati�factory voucners and certified payrolls covering all labor and mat�rials expended upon th� said Extra "vJor�c. The �ontractor shall rurnish the Own�r such installation records of all d��iations from the original Contract Docum�nts aa may be necessary to enable the Owner to �r��ara for p�rmaneat record a correctzd set of �lans showing the actual installation. The compensation agree3 upon for 'axtra wor'�c' whstlzer or not �»` iniiti�tzd by a'change order' shall be a full, c��n�l�t� and rinal n�yment Eor al1 costs Contractor i:�c�irs as 3 Y'�S11t or , rPlating to Lhe cnange or �xtra work, whether_ said cost5 ara kr.own, �lnknown, for�seen or unfor�s�an at tnat tima, inclsdi-�g wit'�out Iimitation, any costs for d�lay, axt�nded ovarh=a�3, � rippl? or impact cost, or any ot'n�r �f.��ct on chan��3 or unchanged work as .� r�S11t or ttze �'1a�z:3? or _��.rz 4�ork. � C�-4.6 SCHEDULE OF OPERATIONS: B?fora commenci!zg any w�r;� under this contract, the Contractor shall submit to th� Own�r and receiv� the Own�r's a�prov.sl thereof, a"Scn�dule oL Operations," showing by a s�raight lin� metho3 the 3ate of � commencing and finishi_^.g ?a�h of the major elements oE t�e cont�act. Ti7er�� s1.1a11 b� also snown !'R�� St1Rt3t�r� montzl; CO3t. Of work fOC WY11C.�7 ?3�`.LITl3t?S 3r�? t0 }JP �XL.7�Ct�c�. `I'i7Z�? u � :,4-4 ( 3 ) sha11 be oresented also a comL�osite graph showing the an�icigated progress of construction with th? time being p1o��d horizontally and tne percentage oL co�n��letion plotted vzr�ically. The oro�ress cnarts shall be prepared on 8-1/2" x 11" s�eets and at luast five black or blue line print� shall be �urnished to th� Own�r. C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PrANT FACILITIES: �itnin ten (10) days prior to submission of fir�t monthly prograss �ayment, th� Contractor shall prepar� and submic to the Owner for aoproval six copies of the schedule in w�ich the Contractor proposes to carry on the work, the 3ate of which he w.ill start th� sev?ral major activities (including �rocurement of mat�riala, plans, and equipm�nt) and the contemplated datzs for co�pl�ting the sa�m�. The schedule sha11 be in the form of a tim� schedule Critical Path M?thod (CPM) n�twork diagram. As the work progr_sses, the Contractor shall ant.=_r on the dia3ram the actual progress at the end of eaciz pa.rti�l payment p�riod or at such intervals as 3irected by th� Engineer. The Contractor sha11 also revise the schedule to r?flect any adjustm�nts in contract time a�proved �y the Engineer. Thr�� copies of the updated schedule sha11 �e d?livered at �uch izt�rvals as 3ir�ctzd by the Owner. ' As a�ninimum, the construction schedulA shall incorporate all work alements and activities indicated in th� proposal and in the technical specifications. Prior to the final drafting of the detailed construction sch?du1P, the Contractor shall revi�w the draft schedule with the �'ngineer to ensure the Contractor's understanding of the contract .r�quir?ments. The ��1lowing guidPlizes shall be adher�3 t� in pr�paring the construction schedule: a. Mil�stone dates and final project completi��n dates shall be 3�veloped to conform t� �ime constrai�ts, sequencing r�quirements and comoletion time. b. The construction proces� shall be divided into activities with time durations oi approximat'ly fQurtJen (14) days and construction values not to �xce�3 $50,000. Fabrication, d�=_livery and submi`ta1 �ctivities ar� exc��tions to this guidelir.e. C4-� (4) � � ��9 i il ' � c. rura�ions �:�a11 �� iz �al?n3ar days and normal holidais an3 w�a�h�r condi:ions o�er tnA dur�tio-� oL the contracc sr�all Q� ac�ouritad for wit:nin t�e duration of each acti��ity. �3. One critical �a �� shall be s:�own on the construction schsdul�. e. r^loat time is 3=�in�d a,� the a^�ount of time b�tween th� �arli�:�� tart date and th�=_ latest start 3at� of a c:�ai-� of �ctivities of the CPM coastru�tion scn�d-si�. �'loat tim� is not Por the exclusive use or ��n��i� of either �he Contr3ctor or t'ne �wn�r. f. Thirty days s'r.a11 �� usz3 for submittal r�view uni�ss otherw�s� s��ciii?d. The construction schedul> >ha11 as a minimum be di�ided into gen�ral �at�g�ries a�; �ndicated in th� Proposal and Technical Speci�icatic�ns an� eac� gene�al cat�gory s.zail be brok�n down in'�o activiti�� ia �nough d?Lail to achieve activities of anprox�mat=1� :our��n (14) days dur_ation. For each general c3tegory, �he con�triiction schedule shall identify all tra3�s o� subcontracts whos� work is rjar�s�nt?d by activiti�s �ha� follow the guidelines of this Section. For �ac:� of tn� f.rades or ssbcontr.sct�, the con�truct•i�n � schedula shall indicat= �z� following �rocurenent�, . constructi:�n and pr�acceg��nc� activities and �v�nt� i� their 1ogi��a1 sequen�? for �?'ll��:�nt and mat�ri.31s. � l. Fr��aration a�3 tr..3n�;ni �:.a1 of submittals. � �. 3. ' �. 5. � Subrni`_ta1 revi�w p��iods. Shoo iaarication and d��iv�r�. Er�cti�n or inst311atio^. Transmittal of mansf3��.lr?r's o�er.3tion an3 m.�int��iance izstructior.s. 6. Instal.led equi�mF�nt an3 mat=_rials t�s�ing. 7. Own�r's op�rstor instruc`�or (ir. apnlic3'oi�). 8. Final insoection. � � �:�-� ; � ) 9. Ogerational t�sti��. 10. rinal inspection. � �. .� � 1 1 If, in the opinion of the Owner, wor�: accompli�hed falls behind that scheduled, thP Contractor shall ta'ce such ' acti��n as necessary te improve hi.� nrogr?ss, In addition, tl�e Owner may requira thP Contractor to sub�nit a rsvised schedule d�monstratizg his program and proposed nlan co ' ma'�ce up lag in sch?duled orogress and to i�sur� com�.l��ion oE the work within the contract time. If the Ownsr finds th� �roposed plan n�t acceptabl�, ti� may requir� thP Contractor to incraas: i�'ne work forc�, the constructi��n ' plant and e�uip�nent, t'n� numb�r �f w�rk snifts or the ��ve�time ooe�.3tions without addizional cost to the Owner. Failure of the COritr3CtOr to com�ly ;aith tlzes� r�quirements � shall 'Qe con.�idcred groun3s for 3�c�rmination by tlle Own�r that the Contractor is failing to prosecute t'ne work ;vith ' such diligenc:� as will insure it7 compl��ion within the tim� s�ecified. 1 �_� 1 1 � 1 � 1 1 �4-� (5) 1 � �'i L � 1 � � FART C - GEI�IERAL C5-S CONTROL OF MATERIALS SECTION CS-5 CONTROL OF WORK AND MATERIALS CONDITIONS WORR AND C5-5.1 AUTHORITY OF ENGINEER: The work shall be performed to the satisfaction of the Engineer and in strict compliance with the Contract Documents. He shall decide all questions which arise as to the quality and acceptability of materials furnished, work performed, rate of progress of the work, overall sequence of the construction, interpretation of the Contract Documents, acceptable fulfillment of the.contract, compensation, mutual rights between Contractor and Owner under these Contract Documents, supervision of the work, resumption of operations, and all other questions or disputes which may arise. Engineer will not be responsible for Contractor's means, methods, techniques, sequ�nces 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 th� 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. � ' 1 1 1 � � In the event of any dispute between the Engineer and Contractor over the decision of the Engineer on any such matters, the Engineer must, within a reasonable time, upon written request of the Contractor, render and deliver to both the Owner and Contractor, a written decision on the matter in controversy.� 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 b� determined by the Engin�er and authorized by the Owner by Change Order. CS-5 (1) C5-5.3 COORDINATION OF CONT�ACT DOCUMENTS: Tne Contract Documents ar� made u� o� se��r�1 s�ctions, which, taken togeth�r, ar= i�tsnde3 to describ� and provide for a compl�t� and uS?iL'1 project, �nd any r�quir�m�nts appearing lri Ori� Of thz sections is as binding as though it occurred in a11 sections. In case of discr=pancies, figured dimension shall govern over scaled dimensions, o1an� shall govern over specifications, sp?cial condi�ior.s sha11 govern ov�r general conditions and standar3 spscifications, and quantities shown on the plans shall govern ov�r �hos� shown in the proposal. The Contractor shall not tak� advantag� of any appar�nt error or omission in the Contract Documents, and the Owner shall be permitt�d to maka such corr�ctions or interpretations as may be 3eemed necessary fcr tne fu1fi11m�r.t of the intent of the Contract Documents. In the ev'nt thz Contractor discovers an apparent error or discrepancy, he sha11 imm�diat�ly call this condition to the attention oz the �ngin�er. In the event of a conflict in the drawings, sp�ci=ications, or ather portions of the Contract Documents which wer� not reported prior to the award ot Contract, the Contractor shall be deemed to havz quoted the most expznsive resolution of th� conflict. C5-5.4 COOPERATION Or^ CONTR?�CTOR: The Contractor-will be furnished with three s�ts of ths Contract Documents and shall hav� available on the site of th� project at all times one set of such Contract Documents. The Contract shall givs to the wor;t th� constant attention necessary to facilitat� tne progress th�reof and shall cooperate with the Engineer, his inspector, and other Contractors in every possi�le way. The Contractor shall at all times hav� competent personnel available to the project si}e for prop?r performance of the work. The Contractor ahall provide and maintain at all ti�nes at the site of the project a compe�ent, English-speaking superintendent and an assistant who ara fully authorized to act as the Contractor's agent on the work. Such superintend�nt and his assistant shall b' capable of reading and understanding the Contract Documents and shall receive and fulfill instruc�ions fro.m the Owner, the Engin�er, or his authorized representatives. Pursuant to this responsibility of the Contractor, the Contractcr shall designats in writing to the project sup�rintend�a=, to act as the Contractor's agent on th� wor'K. Such assistant oroject suoerintendent shall b� a resid�nt or Tarrant County, Taxas and shall be subject to call, as i5 the projact Superintendent, at any time of the day or night on any 3ay of th� wez� on which the Engin��r d�termines that cir�umstances raquir? the presence on tiie project site of a rapresentativ� of the Contractor to C5-5 (2) 0 Y� � adequately provide for the saf�ty or convA:�ienc� of the traveling public or the own?rs oi property across which the project extends or the safety o� property contiguous to the project routing. Tne Contractor shall provide all facilities to enable the Engineer and his ins�ector to �xamine and inspect the � workmanshi� and materiala entering into the work. � C5-5.5 EMERGENCY AN�/OR RECTIFICATION WORK: Whzn, in th� opinion of the Owner or Engin?�r, a condition of �merge�cy exists relat�d to any �art of the work, the Contractor, or the Contractor through his designated renres�ntativa, shall ' � � � ' � � ' , 1 � � � r�spond with dispatch to a verbal reque�t mad? by t:�e Own�r or Engine�r to alleviat� tnz em�rgency condition. Such a response shall occur day or night, wheth�r the project is scheduled on a calendar-3ay or on a working-day basis. Should the Contr.sctor fail to respond to a request from the Engineer to rectify any discrepancies, omissions, or corrections necessary to conform with the requir�ments of the project specifi�ations or plans, th� Engine�r shall give the Contractor written notic� that such work or changes are to be performed. The writt�n notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct th� condition. In the event the Contractor does not take positive steps to fulfill this written request, or do�s not snow just cause for not taking the proper action, within 24 hours, the City may take ssch remedial action with City forces or by contract. The City shall then deduct an amount equal to the entir� costs for such remedial action, plus 25$, from any funds due the Contractor on the project. C5-5.6 FIELD OFFICE: The Contractor sha11 provide, 3t no extra compensation, an adAquat� fi�ld office for use of the Engineer, if speciEically call�d :Eor. The field office shall be not less th3n 10 by 14 feet in floor arsa, substantially constructed,, well heated, air conditioned, light�d, and weathzr-proof, so that documents will not be damag�d by the elzments. C5-5.7 CONSTRUCTION STAKES: The City, through its Engin�er, will furnish the Contractor with all lines, gradss, and measur�ments necessary to the proger prosecution and control of the work contracted for und?r these Contract Docum�nts, and lines, grades and measur�;n�nt� wi11 b? ?stabli.�hed by rn�ans of stakes or other r_usto�nary m�thod of cnarking as :nay be found consist�nt with good practic�. C5-5 (3) These stak�s or markings shall be set sufficiPntly in advance of construction operations to avoid delay. Such stakes or markings as may b� established for the Contractor's us� or guidanc� snall be pres�rved by the Contractor until he is authoriz�d by the Gagineer to remove them. Whenev?r, in the opinion of the Enginezr, any stakes or markings hav� bzen careles�ly or willfully dastroyed, disturbed, or removed by th� Contractor or any of nis employees, tne full cost of replacing such stakes or marks plus 25� will be charged against the Contractor, and the full amount will be deducted from pay.ment due th� Contractor. CS-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City Inspectors wi11 '�z au�'norized to inspect all work done and to be don� and all materials furnished. Sucn inspe"ction may extend to a11 or any part of the work, and the preparation or manufacturing of the mat�rials to be used or aquipment to be install�d. A City Inspector .may be stationed on t!ze work to report to the Lngineer as to th? progr�ss of the work and the manner in �Thich it is being performed, to report any evidence that the materials being furnished or the work being performzd by tize Contractor fails to fulfill tne requirem�nts of the Contract Documents, and to ca11 the attentiofl of the Contractor to any such failurz or other infringements. Such inspection or lack of inspection will not relieve the Contractor from any obligation to perform the wor'�c in accordance with the requirements of the Contract �ocuments. In case �f any dispute arising bztween the Contractor and the City Insoector as to the materials or equipment furnished or the manner of performing the work, the City Inspector will hav? authority to reject materials or �quipmeat to suspen3 work until the question at issue can be referred to and be decided qy the Engin�er. The City I:�spector will not, however, be autnorize3 to rPvokP, alt?.r, �nlarge, or release any requirzment �f these Contract Documents, nor to aoprove or accept any portion or section of the work, nor to issue any instructions contrary to the requirements of the Contract Documents. Hs will in no case act as superintend�nt or foreman or perform any other 3uties for the Contracto.r, or interf`re with the management or operation of_ the work. He will not accept from the Contractor any cocnpensation in any form for performing any duties. The Contractor shall regard and obey the dir�ctions and instructions of the City Inspector or Enginezr when the same are consistent with the obligation5 of th� Contract Docurnents, nrovidPd, how�v�r, should tlie Contractor object �o any �rders or ins�ru�tions of the City Inspecto.r, the Contr.sctor may within six days mal:e �aritten app�al to the Engine�r for nis decision on the matter in controversy. C5-5 (4) � ' ' C5-5.9 INSPECTION: The Contractor shall furnish the Engineer wit:� ev�ry r��a�onai�le facility for asc�rtaining whether or not th� work as oerform�d is in accor3anc� wi�n the raquirements � of the Contract Documents. If� t:�� Engineer so requ�sts, the Contractor shall, at any tim� b�fore acceptance oF the work, r�move or uncovar such portion of th� finished work as may be � 3ir=cted. Aft�r exanination, the Contrac�or shall restore said portions of the work to the standard required by the Contract Documents. � Should the wor'�s ?XpOS?3 or exa.�nined prove acceptable, the " uncovering or removing an3 replacing of the cov�ring or making good of the parta remov�d sha11 be pai3 for as extra work, but should be wor;t so �xposed or examined prov� to be � unacceptable, the uncovering or r�moving and th� reglacing of all adjacent defective or damaged parts shall be at the , Contractor's expense. No wor'{ shall b� done or mat�rials used without suitable supervision or insp�ction. � C5-5.10 REMOVAL OF DEFE�TIVE AND UNAUT"riO�IZ�D WORK: All work, materials, or �quipment which has been rajected shall be y r=me3ied or r=_mov�d and r'placed in an acceptable manner by the Contractor at his own expensa. Work done beyond tl�e lines and grades given or as shown on thz plans, excent as herein � specifically provided, or any Extra Work done without written authority, will be consider�d 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 remov�d at the Contractor's ex�ense. Upon th� failure on tne part of the 11� Contractor to comply with any ord�r of the Engineer made under the provisions of this paragraph, th? Engineer will have the authority to caus� detective work to be remedied or removed . and replaced and un�uth�riz�d work to be remove3, and the cost � therAof may be de3ucted from any .�noney due or to become due to the Contractor. Faiiure to require th�� removal of any det�ctive or unauthoriz�d work shall not constituts acceptance � of such works. CS-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the , Specifications, Iaw, ordinance, cod�s or regulations permit Contractor to f�srnish or use a substitut� that is Pqual to any material or equipm�nt soecified, and if Cont.ractor wishes to furnish or use a proposed substitute, he shall, prior to the 0 preconstruction conference, maKe written application to ENGINEER for approval of sucti substit�ste certifying in writing tnat the pr000s�d substitute wi11 perForm adequately the � functions ca11�d �or by th�a general 3esign, b� similar an3 of - equal substance to tha� specifie3 and be suited to the sam� use and capable of performing th� sa�ne Function as that snecified; and identifying all variations of the proposed � � � C5-5 (5) substitute from that sp�cified and indicating availabl� maintenance service.� No substitut� sha11 be ordered or insta11�3 withou` th� written,approval of Engineer who will be the judge of the equality and may requir� Contractor to furnish such other data about the pro�osed substitute as he considers pertinent. No substitute shall be ord�red or installed without such performance guaranLee and bonds as Owner may requir� whic� sha11 be furnished at Contractor's expense. Contractor shall indemnify an3 nold harml�JJ Own�r 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 ot th� use of substituted mat�rials or equipment. CS-5.12 SAMPLES AND TESTS OR MATERIALS: Wher�, in th� ooinion of the Engineer, or as called for in the Contract Documents, tests of materials or equipment ar? necessary, such tests will be made at th� expens� of and paid for direct to t�e testing agency by the Owner unless otherwisz speciiically provid�d. The failure of the Owner to make any tests of mat�rials shall be in no way relieve the Contractor oi his r�s�onsibility of furnishing materials and equipment fully conforming to th� requir�ments of the Contract Docunents. Tests and sampling of materials, unless oth�rwise specified, will b? madA in accordance with the latest methods prescribed by the American Society for Testing MataYials or s�ecific requir�m�nts of the Owner. The Contractor shall provide such facilities as the Engineer may require for collecting and forwarding sampl�s and shall not, without specific written permission of the Engineer, use the materials represented by tha samples until tests hav� �een made and the materials approved for use. Th� Contractor will furnish adequat� samples without charge to the Owner. In case of concrete, the aggregates, design minimum, and ths mixing and transporting equip-ment sha11 be approved by the Engineer before any concr�te is placed, and the Contactor shall b� responsible for r?placing any concrete whicn does not meet the requirements of the Contract Documents. Tests shall be made at least 9 days prior to the placing of coiicrete, using samples from the same aggregate, cement, and mortar which arA to be us�d later in the concrete. Should the source of supply change, new tests shal� be made pri�r to th� use of the n�w materials. C5-5.13 STORAGE OF MATERIALS: Al1 matarials which ar.=_ to be used in the constr.uc�ion operation shall �P stor�d so as to insure the pr�s�rvation of the quality and fitness of the work. When directed by the Engine�.r, th�y shall b� placed on woode� platforms or other har3, clean 3urable surfaces and not on th= C5-5 (6) � � , ground, and shall be placed under cover when dir�ct?d. Stored mat�rials sha11 b� placed and located so as to facilitate prompt inspection. � CS-5.14 EXISTING STRUCTURES AND UTILITIES: The location and dimensions shown on the P1ans relativ� to �xisting utilities � ar� baszd on the b�st information available. Omission from, or the inclusion of utility locations on the Plans is not to be considered as thz nonexistence of, or a definite location of, existing underground utilitie.�. The location of many gas � mains, water mains, conduits, sew�r lines and service lines for all utilities, etc., is unknown to th? Owner, and the �wn�r assumes no responsibility for failure to show any or all � such structures and utilities on the nlans or to show them in th�ir exact location. It is mutually agreed that such failure will not be consi3ered sufficient basis for claims for � additional compensation for Extra Wozk or for increasing tha pay quantiti�s in any manner whatsoev�r, unless an obstruction encountered is such as to nec�ssitate changes in the lines and � grades of considerable magnitsde or rec�uires the building of special works, �rovi�ion for which ia r.ot made in the Contract ' Documents, in which cas� the provision in these Contract Documents for Extra Work sha11 apply. . ri It shall be the Contractors r�sponsibility to verify locations of adjacent and/or conflicting utilities sufficiently in. � a3vance of construction in order that he may negotiate such Iocal adjustments as necessary in the canstru�tion oroc�ss to provid� adequat� clearances. The Cor�tractor sha11 take all � necessary precautions in order to rotect all existing utilities, struciures and service �ines. Verification of � existing utilities, structures and s`rvice lines shall include notification of all utility companie� at least forty eight (48> hours in advance of construction including explora�tory �+ excavation if necessary. A11 verification of existing utilities and their adjust�r�ent shall be considere3 as ' subsidiary work. C5-5.15 INTERRUPTION OF SERVICE: ' a. Normal Prosecution: In the normal prosectuion of work where the int�rruLotion of service is nec�ssary, th� Contractor, at least 24 hours in advance, shall , be r�quir�d to: 1. Notify the Watar D2partment's Distribution ^ Division as to location, tim?, and schedule of , service interruption. W � C5-5 (7) 2. Notify each customer oersonally through responsible personnel as to tim� and schedule of the interruption of their service, or 3. In the event that personal notification of a customer cannot be made, a prepared tag form shall be attached to the customer's entrance door knob. The tag shall be durable in composition, and in large bold type shall say: "NOTICE" Due to Utility Improvement in your neighborhood, your (water} (sewer> service wi11 be int�r- rupted on between the hours of and . This inconver.ience will be as shor�� as possible. Thank you, Contractor Address Phon� 1 b. Emerqency: In the event that an unforeseen service interruption occurs, notice shall be as above,but ' immediat�. CS-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through acts or neglect on the part oF the Contractor, any other �ontr3ctor or any sub-contractor shall suffar loss or damage on the work, the �ontractor agr�es to settie with such other Contractor or sub-contractor by agreement or arbitration. If such otner Contractor or sub-contractor shall assert any claim against the Own�� on account of any damage alleged to have been sustained, the Own�r will notify the Contractor, who shall indemnify and savA harmless the Owner against any such claim. C5-5.17 CLEAN-UP: Clean-up of surplus and/or wast� mat�rials accumulated on the job site during the prosecution of the work under these �ontract Documents shall be accomplish�d in ke�ping with a daily routin� established to the the satisfaction of the Engineer. Twenty-fours fours aft�r written notice i� given to the Contractor that the clzan-up on the job si'�� is proceeding in a manner unsatisfactory to the Engineer, ii the Contractor fails to corre�t the C5-5 (8) _ I � ' � � � ' ' 1 .� � � � ' ' � 1 � unsatisfactory procedure, the City may take such direct action as the Engineer de�ms aopropriate to correct the clean-up deficiencies cit�d to the Contractor in the written notice, and the costs of such direct action, plus 25� of such costs, shall be deducted from moni�s due or to become due to the Contractor. Upon the completion of the project as a whole as covered by these Contract Documents, and befor� final acceptance and final Dayment will be ma3z, the Contractor shall clean and remove from the site of the proje.ct a11 surplus and discarded materials, temporary structur�s, and debris of every kind. He shall leave the site of all work in a neat and orderly condition equal to that which originally �xisted. Surplus and waste mat�rials removed from th? 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 shall 3eliv�r ovAr such mate.rials and equipment in a bright, clean, po?ished and n�w appearing condition. No extra comp�nsation will be made to the Contractor for any clean-up requir�d on thA project. C5-5.18 FINAL INSPECTION: Whenev�r the work provided for in � and contemplated under the Con�ract Documents has been satisfactorily completed and final cleanup performed, the ' Engineer will notify tne proper officials of the Owner and request that the Final inspection be made. Such inspection wi11 be made within 10 days after such notification. After � such final inspection, if the work and mat�.rials and equipment are found satisfactory, the Contractor will be notified in > writing of the acceptance of the same after the proper resolution has been passed by the City Council. No tim� charge will be made against the Contractor between said datz � of notification of thz Enginear an3 the date of final inspection ot the work. 1 1 ' , , '�� C5-5 ( 9 ) � ' � i� PART C - G�NERAL CONDITIONS C6-6 LLGAL R�.LATIONS AND PUBLIC RESPONSZBILITY � SECTION C6-6 LEGAL R�LATION� AND PUBLIC R�SPONSI3ILITY � C6-6.1 LAWS TO B�, OBSERVED: Th� Contractor sha11 at a11 times observ� and comply with aIl Federal and State Laws and City ordinanc�s and regulations which in any way affect the conduct �'' of th� work or his operations, and shall observe and comply with all orders, laws, ordinances and regulations which exist or which may b� enacted later by bodi�s having jurisdiction or authority ior such �nactment. No gl�a oz misunderstanding or � ignorance ther=of will be consider?d. Tne Contractor and his Sur�ti�s shall indemnify and save harr�less the City and all of its ofricers, agents, and employees against any and all claims � or lia�ility arising from or bas'd on the violation of any such law, ordinance, regulation, or order, whether it be by himsel= or his employees. C6-6.2 PERMITS AND LICENS�S: The Con}ractor shall �rocure all permits and lic�ns?s, pay al1 charges, costs and fees, and giv� all notices necessary and incid�nt to the due ancl lawful � prosscution of the work. C6-6.3 PAT�NT�,D DEVICES, MATERIALS AND PROCESSES: If the � Contractor is required or desires to use any design, device, material, or process covered by l�tter, patent, or copyright, he shall provid� for such use by suitable legal agreement with �l the pa�entee or owner of such patent, letter, or copyrighted , design. It is mutually agreed and understood that without exc2ption the contract prices shall include all royalties or - cost arising from patents, tradz-marks, and copy rights in any W way involv�d in the work. The Contractor and his sureties shall indemnify and save harmless th� Owner from any and all � claims for infringemsn� by reason of the use of any such patentjd d�sign, device, mat�rial or process, or any trade-�nark or copy right in conn�ction with the work agre�d to be perfor:ned under these Contract Documents, and shall � indemnify the Owner for any cost, expense, or damage which it may be obliged to TJ3f by reason of such infringem�nt at any time during the prosecution of the work or after completion of ' the work, provided, however, that th� Owner will assume the responsibility to defend any and a11 suits brought for the infring�ment oi any patent claime3 to b� infring�d upon by the � design, typ� oi cons�ruction or matzrial or �quipmsnt specifi�d in the Contract Docum�nts furnisned th� Contractor by th� Owner, and to hold the Contractor harmless on account of such suits. � � C6-6 (1) C6-6.4 SANITARY PROVISIONS: The Contractor shall establish and enforce among his employees such regulations in regard to claanliness and disposal of garbage and wast� as wi11 tend to prevent the inception and spread of iniectious or contagious diseases and to effectively pr�vent the creation of a nuisance about the work on any property either public or private, and such regulations as are required by Law sha11 be put into immediate force and effect by th� Contractor. The necessary sanitary conveniences for use of laborers on the work, properly secluded from public observation, shall be const.ructed and maintained by the Contractor and their use shall be strictly enforced by the Contractor. All such facilities shall be kept in a clean and sanitary condition, free from objectionable odors so as not to cause a�uisance. All sanitary laws and regulations of the State of Texas and the City shall be strictly complied with. C6-6.5 PUBLIC SAFETY AND CONVENIENCE: Materials or equipment stored about the work shall bz so plac�d and usad, and the work sha11 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 th� Engineer. The Contractor is required to maintain at all times all �hases of his work in such a manner as not to impair the saf�ty or convenience of the public, including, but not limited to, saf e and convenient ingress and egress to property contiguous to the work area. The Contractor shall make adequate provisions to render reasonable ingress and egress tor 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 egrzss 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 approve3 by the Engine�r a� any location, the Contractor shall make arrangements satisfactory to the Engineer at any location, the Contractor shall make arrangements satisfactory to the Engine�r for the diversion of traffic, and shall, at his own expense, provide all materials and perform all worfi 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 plac�d so as not to endanger the work or prevent free access to all fire hydrants, fire alarm boxes, police call boxes, wat�r 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 conv�nience 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 shall have the right to remedy any neglect without notice, and in either case, the cost of such work done or materials furnished by the Owner or by tha City shall be deducted from monies due or to becom� du� to the Contractor. The Contractor, after ap�roval of the Engineer, shall notify the Fir� Department Headquarters, Traffic Engineer, and Police Department, when any street or all�y is requested to be closed or obstructed or any fire hydrant is to be ma3e inaccessible, and, wn�n so dir�cted by the Engineer, shall keep any street, streets, or highways in condition for unobstructed use by fire apparatus. The Contractor shall promptly notify the Fire Department Headquarters when all such obstructed streets, alleys, or hydrants ar? again placed back in service. Where the Contractor is required to construct temporary bridges or make other arrangements for crossing ovjr ditches or streams, his responsibility for accidents in conn�ction with such crossings shall include the roadway approaches as well as the structures of such crossings. 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 sit� 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 clairns adjusted. C6-6.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND RIGHT-OF-WAY: For the performance of the contract, the Contractor will be permitted to use and occupy such portions of the public streets and alleys, or othar 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 wast� materials sha11 b� piled or stack�d in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. If the street is occupied by railway tracks, the work shall be C6-6 (3) carri�d on in such mannar as not to interfere with the operation of trains, loading or unloading of cars, etc. Other contractors oi the Owner may,.for all purposes r�quired by the contract, ent=r upon the work and premises used by the Contractor and shall be provided all r�asonable facilities and assistance for the completion of adjoining work. Any additional grounds desired by the Contractor for his use shall be provided by him at his own cost and expense. C6-6.7 RAILWAY CROSSINGS: When the work encroaches upon any right-of-way o� any railway, the City will secure ths necessary easament for the work. Where the railway tracks are to be crossed, the Contractor shall observe all the regulations and instructions of the railway company as to the methods of periorming the work and take al1 precautions for safety of property and the public. N�gotiations with the railway compani�s for permits shall be don� by and through the City. The Contractor shall give the City notice not less than fiv� days prior to th� time of his intentions to begin work on that portion of the project which is relat�d to the railway properties. The Contractor will not be given extra or additional compensation for such railway crossings unl�ss specifically set forth in the Contract Documents. C6-6.8 BARRICADES, WARNINGS AND WATCHMEN: Where the work is carried on in or adjacent to any street, alley, or public place, the Contractor shall at his own expense furnish, erect, and maintain such barricades, fences, lights and danger signals, shall provide such watchmen, and shall taka all such other precautionary measures for the protection of persons or property and of the work as are necessary. Barricades and fences shall be painted in a color that will be visible at night. From sunset to sunrise the Contractor shall furnish and maintain at least one easily visible burning light at each barricade. A sufficient number of barricades shall be erected and maintained to keep pedestrians away from, and vehicles from b�ing 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 protzct the work and prevent accident or damage. Al1 installations and procedures shall be consistent with the provisions set forth in the "1980 Texas Manual on Uniform Traffic Control Devices for Streets and Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic on �i�hways", codified as Article 6701d Veron's Civil Statutes, pertinent sec�ions being Section Nos. 27, 29, 30 and 31. C6-6 (4) � �l ■ The Contractor will not r:move any regulator si n Y g . instructional sign, street name sign, or other sign which has � been erected by the City. If it is determined that a sign must be removed to permit rsquir�d construction, the Contractor shall contact the Transportation and Public Works department, �igns and Markings Division (phone number ; 8780-8075), to remove the sign. Zn the case of regulatory signs, the Contractor must replace the oermanent sign with a temporary sign mesting th� requir�rr,ents of the above � referenc�d manual and such temporary sign must be installed � prior to the removal of the permanent sign. If the t�mporary sign is not installed correctly or iL it does not me�t the ' requir�d specifications, thz perman_nt sign shall be l�ft in � place until the temporary sign requir�m�nts are met. When construction work is compl�tad to the extent�that the � permanent sign can b� re-install�d, th� Contractor shall again contact the Signs and Markings Division to re-install the perman�nt sign and shall leav� his t=mporary sign in place � until such r�-installation is comol�t�d. The Contractor will be held r�soonsible for all damage to the work or the public due to failure of barricades,, signs, fences, lights, or watchmen to protect them. W:�enev�r evidence is found of such damag� to thz work the Engineer may order the damaged portion immediat�ly remove3 and replaced by the Con�ractor at the Contractor's own expense. The Contractor's responsibility for the rnaintenance of barricades, signs, fences and lights, and for providing watchmen shall not cease until the project shall havz been completed and accepted by the Owner. No compensation, except as s�ecifically provided in these " Contract Documents, will be paid to the Contractor for the �,,,i work and mat�rials iavolv�d in the constructing, providing, and maintaining of barrica3es, signs, rences, and lights or � for salaries of watchmen, for ths subsequent removal and disposal of such barricades, signs, or �or any other incidentals necessary for the proper protection, saf�ty, and conveni?nce of the public during th� contract p�riod, as this � work is considered to be subsidiary to the several items for which unit or lump sum prices ar� requ�st�d in tha Proposal. � C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the Contractor elect to use explosiv�s, drop weight, etc., in the prosecution of the work, the utmost car� shall be exercised at n all times so as not to endanger life or prop�rty. The Contractor shall notify the proper representativ� of any Qublic ssrvice corporation, any company, individual, or utility, and the Own�r, not l�ss than twenty-four hours in W � C6-6 (5) � � r � advance of the nse of any activity which might damage or endanger their or his property along or adjacent to the work. Where the use of ex�losives is to be permitted on th� project, as specified in the Special Contract Documents, or the use of explosives is requested, the Contractor shall submit notice to the Engineer in writing twenty-four hours prior to commencing and shall furnish evidence that he ha� insurance coverage to protect against any damages and/or injuries arising out of such use of zxplosiv=_s. All claims arising out of the use of explosives shall be investigated and a written report made by the Contractor's insurers to the Engineer within ten (10) days after receipt of written notice of th� claim to the Contractor from eitner 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 r�sumed until the cause of the complaint h�s been addr�as�d. Whenever explosives are stored or kept, they shall be stored in a safe and secure manner and aIl storage places shall be plainly marked "DANGEROUS EXPLOSIVES" and shall be under the care of a competent watchman at all times. Al1 vehicles in which explosives ara being transported shall be plainly marked as mentioned above and shall, insofar as possible, not use heavy traffic routes. C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over, through, or into privat� 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 arza considered necessary by the Contractor sha11 be provided by him at his own expense. Such additional rights-of-way or work.ar.ea shall be acquired for the benefit of the City. The City shall be notified in writing as to the rights so acquired before work begins in the affected area. The Contractor shall not enter upon private property for any purpose without having previously obtained permission from the owner of such property. The Contractor will not be allowed to store equipment or material on private property unless and until the specified approval of the property owne.r has been secured in writing by the Contractor and a copy furnished to the Engineer. Unless specifically provided otherwise, the Contractor shall clear all rights-of-way or essements 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 C6-5 (6) ' . 1 ' t ' ' � ' _ ' �_� ' ' 1 � � , every orecaution to prevent damage to all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types � of structures or improvements, to all wat�r, szwer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of t�r�porary fences, and to all otner public or privat� property along adjacent to the �{; work. 1i� The Contractor shall notify the proper rzoresentatives of f'� owners or occupants of public or private lands or interest in �, lands which might be affzcted 'oy the wor�c. Such notice shall be made at least 48 hours in advance of the beginning of the work. Notices shall be apolicable to boti� public and private � utility companies or any corporation, company, individual, or other, either as owners or occupant�, whose land o.r interest in land might affected by th� work, The Contractor shall be � r�sponsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduc� in the manner or method or ex�cution of the work, p" or at any time due to defectiv� work, material, or equipment. When and where any dir�ct or indir�ct or injury is done to public or private prop�rty on account of any act, amission, � neglect, or misconduct in the execution of the work, or in consequence of the non-execution thereor on the part of the Contractor, he shall restore or hav� restored at his own cost � and exoense such property to a condition at least equal to that existing before such damag? or injury was done, by repairing, rebuilding, or otherwise replacing and restoring as �P may be directed by the Owner, or h� shall maice good such , damages or injury in a manner acceptable to the owner of the property and the Engineer. , , � w � � All f�nczs encountered and removed during construction of this project shall be restored to the original �r a netter than original condition upon completion of this project. When wire fencing, either wire mesh or barbed wire is to be crossed, the Contractor shall set cross braced posts on either side of p�rmanent 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 provid�d at the permanent easements limits, befor� the fence is cut. Temporary fencing shall be erected in place of the fencing remov�d whenever the work is not in progress and when the site is vacated overnight, and/or at all times to pr�vent livestock from entering the construction area. The cost for fence ramoval, temporary closures and r�plac�ment shall be subsidiary to the various items bid in the project C6-6 (7) proposal. ThereFor�, no s�parat� pa�ment shall b� allowed for any service ass�ciated with this wor�. In case of failur� on the part of the Contractor to r?store such prop�rty to make good such 3amag� or injury, the Owner may, upon 48 hour written noLice und�r ordinary circumstanczs, and without notic� wh`n a nuisanc� or hazardous condition r�sults, �roce�d to r�pair, rebuild, or otherwise restore such property as may be determinzd by th� Ownar to be necessary, and tne cost thPreby wi11 be dzducted from any monies due or to become due to the Contractor under this Contract. C6-6.11 INDEPENDENT CONTRACTOR: I` is understood and agr�ed by the oarties }Z�.r�to that �ontractor sha1� p�rform all wor� and services hereun3er as an in3epend�nt contractor, and not as an officer, agent, servanL or �moloyee of the Owner. Contractor shall hav� exclusiv� control o£ and the exclusive right to control the d�tails of a11 the work and services performed hereund�r, and all n�rsons n�rforming same, and shall be solely .responsibl� for the acts and omissions of its officers, agents, ssrvants, empioyees, contractors, subcontractors, liceas��s aad invit?es. T�e doctrine of respond�at superior shall not a�o1y as betwzen Own�r and Contracto.r, its offic�rs, agents, em?loyee�, contractors and subcontractors, and nothing her�in shall be construed as creating a partn�rship or joint ent?rprise b�tween Owna.r and Contractor. C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: Contract�r covenants and agre�s to, and does hereby indemnify, hoid harmless and defend Own�r, its officers, agents, s�rvants, a,zd employees from and against any an a11 claims or suits for property damag� or loss and/or personal injury, including death, to any and all p�rsons, of whatso�var kind or charact�r, whether rzal o.r �ssertzd, arisiag out of or in connection with, directly or indirectly, the work and 5ervices to be oerformed hereundzr by Contractor, its officers, agents, employees, contractors, subcontractors, licensees or invit2es, whether or not caused, in whola or in part, by alleged n�gligence on the part of ofiicars, agents, s�rvants, ernployee5, contractors, subcontractora, licensees and invitees of th? Own�r; and said Contractor does hareby covenant and agree to assume all liability and r�sponsi5ility of Owner, its offic�rs agents, s�rvants and employ�es ior property 3amage or loss, and/or personal injuries, includi�g daath, to any and a11 persons of whatsoev�r kind o.� character, w'nether real or ass�rted, arising out of or i� connaction with, dir�ctiy or indir�ctly, the work and servic�� t�� oe performed hereunder by Contractor, it:s offic�r�, agea�s employ�•�s, contract�rs, subcontractors, licenseas and invit��s, whethar or not caused, C6-6 (8) J � � ' � 1 in whole or in part, by alleged negligence of officers, agents, servants, employees, contractors, su'�contractors, licen�ees or invitees of the Owner. Contractor lik�wis� covenants and agrees to, and does h�reby, i�demnify and hold harmless Owner from and against any and all injuries,loss or damages to prooerty of th? 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 all�ged acts or omissions of offic�rs, agents, s�rvants, employees, contractors, subcontractors, licenses, or invitees oi t;�e Owner. In th? ev��t a written claim for damages against the ' contractor or its subcontractors remains unsettled at th� time all work on the project has been complet2d to the satisfaction of the Director of the Water Department, as evideflced by a final inspection, final payment to the Contractor shall not be � recomm�nded by the Director of the Wat�r Department for a period o� 30 days after the date of such final inspection, unless the Contractor shall submit written evidence R'�! satisfactory to the Dir�ctor that the claim has been s�ttled ... and a r�l�ase has been obtained from the claimant involved. � If the claim concerned remains unsettled as of the expiration of the anove 30-day pzriod, the Contractor may be deemed to be entitl�d to a semi-final payment for work completed, such , semi-final payment to b� 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. � , � � ki' � The Dir�ctor shall not rjcommend final payment to a Contractor against whom such a claim for damag`s is outstanding for a period of six months following the date of the acceptance of the work z�erformed unless the Contractor submits �vi3ence in writing satisfactory to.the Ilir.ector that: 1. The claim has been settled and a release has been obtain�d from the claimant involved, or 2. Good faith efforts hav� been made to settlP such outstanding claims, ar.d such goo3 faith �fforts have failed. If condition (1) above is met at any time within the six month period, the Director shall recommend that the final payment to t'ne Contractor be ma3e, If condition (2) above is met at any time within the six month p�riod, the Director may recommend that the final paym�nt to the Contractor be made. At the C6-6 (9) expiration of the six mont'n period the Dir�ctor may r�com��en3 that final paym?nt be made if all oth�r work has been performed and all other obligations oL the Contractor have b?en met to the satisfaction o.f th� Dir�ctor. The Dir�ctor may, if he deem� it appropriate, refuse to accept bids on other Watar Department Contract work from a Contractor agains� whom a claim for damages is outstanding as a r�sslt of work p�rformed und�r a City contract. C6-6.13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor claim compensation for any alleged damage by r�ason oi the acts or omissions of the Owner, he shall within three days arter the actual sustaining of such alleged damage, make a written stat�ment to the Engineer, settin� out in detail th� nature of the a1leg�d damage, and on or befor? the 25th day of the month succee3ing that in which any such damag� is clai�ed to have been sustained, the ContracLor sha11 fil� with the Engineer an itemized statement of the details and amount of such alleg�d damag� and, upon request, shall give th� Engineer access to all books of account, recei�ts, voucrers, bi11s of lading, and otner boo�s or bap�rs containing any �videncs as to th� amount oz such alleged 3amage. Unless such s�at�m�nts shall be file3 as hereinabove required, the Contractor's claim for compensation shall be wai��d, and he shall not be entitled to payrnent on account of such damages. C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIES, ETC.: In case it is necessary to change, move, or alt=r in any mann�r the property of a public utility or others, the said property sh�ll not be moved or interfered with until orders thereupon have been issued by the Engiizeer. The right is reserv?d to the owners of puolic utilities to enter the geographical limits of the Contract for th� purpose of ma�ing such changes or repairs to their property that may be nec�ssary by the performance of this contract. C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: Whan existing sewer lines hav� to be taken up or remov�d, the Contractor shall, 3t his own axpense and cost, provide and maintain tem�orary outl�ts and connections for all priva�e or public drains and sewers. The Contractor shall also take care of all s�wage and drainag� which will be received from thes� drains and sew�rs, and for this purpose he shall provid� and maintain, at his own cost and 2xpensa, adequa�� pumping facilities and t�mnorary outlets or diver�ions. The Contractor, at his own cost and expense, shall construct such troughs, pipes, or other structures necessary, and be prapar�d at all times to dis�ose of drai�ag� and sewage C6-6 (10) L � � � � � ' receive3 from thes� t�mporary connections until such times as the permanent connections are built and are in service. The existing sewers and connections shall be kept in service and maintained under the Contract, except when specified or ordered to be abandoned by the Engineer. All water, sewage, and other waste shall b� disoosed of in a satisf actory manner so that no nuisanc� is created and so that the work under construction will b� ad�quately protect�d. C6-6.16 ARRANG�MENT AND CHARGES FOR WATER FURNISHED BY THE CITY: When the Contractor desires to use City water in connection with any construction work, he shall make complete and satisfactory arrangements with the r^ort Worth City Water Department for so doing. City water furni�h�d to the Contractor shall be delivered to the Contractor from a connection on an existing City main. Al1 piping required beyond the poin� of delivery shall be installed by the Contractor at his own expense. � The Contractor's responsibility in the use of all existing fire hydrant and/or valves is detailed in Section E2-1.2 USE �� OF FIRE HYDRANTS AND VALVES in these General Contract Documents. _ � wh en meters are used to measure the water, the charges, if any, for water will be at the regular established rates. When. � meters are not used, the charges, if any, will be as prescribed by the City Ordinance, or where no ordinance applies, payment shall be made on estimates and rates � established by the Director of the Fort Worth Water Department. � � � ' � � � u C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in the opinion of th� Engineer, any section or portion of the work or any structure is in suitable condition, it may be put into use upon the written order of the Engineer, and such usage shall not be he13 to be in any way an acceptance of said work or structure or any part thereof or as a waive.r of any of the provisions of these Contract Documents. All necessary repairs and removals of any section of the work so put into use, due to defectiv� materials or workmanship, equipment, or to deficient operations on the part of the Contractor, shall be performed by the Contractor at his own ex�ensz. C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORK: Until written acceptance by the Owner as provided for in these Contract Documents, the work shall be under the charge and care of the Contractor, and he shall take evsry necessary precaution to prevent injury or damag= to the work or any part C6-6 (11) thereoi by action oz the elements or from any cause whatsoever, wh�ther .3rising from the execution or nonexecution of the wor�. The Contractor,shall rebuild, r�pair, restore, an3 make good at his own expense a11 injuries or 3amag� to any portion of the work occasioned by any of the hereinabove causes. C6-6.19 NO WAIVER OF LEGAL RIGHTS: Inspection by the Engineer or any order by the Owner by payment of mon�y or any paym�nt for or acceotaar_z of any work, or any extension of time, or any possession taken by tha City sha11 not operat� as a waiv�r of any provision of the Contract Documents. Any waiver of any breach or Contract shall not be held to be a waiver of any 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 tn� sa�e to meet th� requir�ments of the Contract Documents. C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying out the provisions of these Contract Documents or in exercising any power oF authority granted thereunder, ther= shall be no liability upon the authorized representatives of the Owner, either personally or otherwise as they are agents and repres�ntatives of the City. C6-6.21 STATE SALES TAX: On a contract awarded by thz City of Fort �orth, an organization which qualifies fo.r exemption pursuant the provisions of Article 20.04 (H) of the Texas Limited Sales, excisA, and Us� Tax Act, tne Contractor may purchas�, rent or laas� all materi�ls, supplies and equipment used or cons'umed in the performance of this contract by issuing to his su�pli�r an ex�mption czrti�icate in lieu of the tax, said exemption c�rtificate to comply with Stat� Comptroller's Rulin� .007. Any such exemption certiFicat? issued by the Contractor in lieu �f th� tax shall b? subject to an3 shall comply with the provisions oF Stat? Comptroll�r's Ruling .011, an3 any oth�ar applicable �tate Comptroller rulings pertaining to th� Texas Limit�d Sales, Excis�, and "Jse Tax Act. On a contract awar3ed �y a developer for t'ne construction of a publicly-owned improvement in a str�et righ�-of-way or other easement which has been dedicated to the public and the City of r^ort Worth, an organiza�ion which qualifies Eor exempti�n pursuant to the provisions of Article 20.04 (H) of the Texas limite3 Sal�s, Fxcis�, and 'Js? Tax Act, the Contractor can probably be ex?mpt�d in the same m�nn�r stat?d a�ov�. C6-6 (12) Limited Sale, Fxcise and Use Tax permits and information can be obtai�ed from: Comptroller of Public Accounts Sale Tax Division Capitol Station Austin, TX 0 C6-6 (13) � � ' � � � � � PART C - GENERAL CONDITIONS C7-7 PROSECUTION AND PROGRESS SECTION C7-7 PROSECUTION AND PROGRESS: C7-7.1 SUBLETTING: The Contractor shall perform with his own organization, and with the assistance of workman under his immediate superintendance, work of a value of not less than fifty (50�) percent of tne value embraced in the contract. If the Contractor subl?ts any part of the work to be done und�r these Contract Documents, he will not under any circumstances be relieved of the responsibility and obligation assumed under these Contract Documents. Al1 transactions of the"Er.gineer will be with the Contractor. Subcontracters will be considered only in the capacity of employees or worki�en of the Contractor and shall be subject to the same requirements as to character and competency. The Owner will not recognize any subcontractor on the work. The Contractor shall at all times, when the work is in operation, be represented either in person or by a supsrintendent or other designated r�presentatives. � C7-7.2 ASSIGNMENT OF CONTRACT: The Contractor shall not assign, transfer, sublet, convey,�or otherwise dispose of the � contract or his rights, title, or interest in or to the same or any part thereof without the previous consent of the Owner expressed by resolution of the City Council and concurred in � by the Sureties. � 1 � A � �'! If the Contractor does, without such previous consent, assign, transfer, sublet, convey, br otherwise dispose of the contract or his right, title, cr interest therein or any part thereof, to any person or persons, partnership, company, firm, or corporation, or does by bankruptcy, voluntary or involuntary, or by assignment under the insolvency laws of any state, attempt to dispose of the contract may, at the option of the Owner be revoked and annulled, unless the Sureties shall successfully c�m�ie}z said contract, and in the event of any such revocation or annulment, any monies due or to become due under or by virtue of said contract shall be retained by the Owner as liquidated damages for the reason that it would be impracticable and extrzmely difficult to fix the actual damages. C7-7.3 PROSECUTION OF THE WORK: Prior to beginning any construction operation, the Contractor shall submit to the Engineer in five or more copies, if requeste3 by the Engineer, a progress schedule preferably in chart or diagram form, or a brief outlining in 3etail and step by step the manner of C7-7 (1) prosecuting the w�rk and ordering matzrials and equipment which 'ae zxpects to follow in order to comnletz the project in the schedule3 tim�. There shall also be submitte3 a table of esti�ate3 amounts to be earned by the Contractor during each mon�hly estimate period. The Contractor sha11 commence the work to be performed under this contract within th� time limit stated in these Contract Documents and shall conduct the work in a continuous manner and with sufficien� equipment, materials, and labor as is necessary to insur� its completion within the time limit. The sequence requested of all construction operations shall be at all times as specified in the Special Contract Documents. Any deviation from scuh sequencing shall be submitted to the Engineer for his approval. Contractor shall not proceed with any deviation until he has r�ceived written approval from th� Engineer. Such sp�cific3tion or approval by the Engineer shall not relieve the Contractor from the full responsi'oility of the complete performance of the Contract. The contract time may be changed only as set forth in Section � C7-7.8 "Extension of Time of Completion" of this Ag'reement, and a progress schedule shall not constitute a change in the contract time. �. C7-7.4 LIMITATIONS OF OPERATIONS: The working operations shall at all times be conducted by the Contractor so as to cr�ate a minimum anount of inconvenience to the public. At any time when, in the judgment of the Engineer, the Contractor has obstructed or closed or is carrying on operations in a portion of a street or public way greater than is n�cessary for the proper execution of the work, the Engineer may require the Contractor to finish the section on which onerations are in progress befor�_the work is commenced on any additional ;�ection or street. C7-7.5 CHARACTER OF WORKMEN AND EQUIPNENT: Local labor shall be used by the Contractor is avaifabl�. The Contractor may bring in from outside the City of Fort Worth his key men and his superintendent. Al.l ot:lzr workmen, including equipment operators, may be imported only after the local supply is exhaust�d. The Contract�r shall employ �nly such superintendents, for�:nzr_; and wor�men wh� ar= careFut, competent, and fully qualiFied to p�rforrn tae duties or tasks assigned to them, and the Engine�r may d?man3 and secura t'ne summary dismissal oF any parson or persons employed by the Contractor in o.r about or on the wor'�c who, in the ooinion of thz Own�r, shall misconduct hims?lf or b� found to b� incompetent, disrespect�ul, internperat?, dishon�st, or c7-7 c2) LJ ' � otherwise objectionable or n�glect`u1 in the proper perforr�ance of his or their duti�s, or who neglects or r�fuses to comply with or carry out the directions of the Owner, and � such p�rson or persons shall not be employ�d again thereon without written cons=nt of the Enginzer. � LJ � � All workmen s�all hav� sufficient skill, ability, and experienc� to properly p�rform the work assigned to them and operata any ?quipment necessary to prooerly carry out the performance of the assigne3 duties. The Contractor shall furnish and maintain on the work all such equipment as is considered to be necessary for orosecution of the work in an acceptabl� manner and at a satisfactory rate of progress. All equipment, tools, and machinery used for handling matsrials aad executing any part of the wo�k shall be subject to the approval of th� 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 ir.jury 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 compl_`ed as � �1-1.23 "'�TORKING DAY" or tiie date sti�ulated iz ORDER" for beginning work, whichever comes first. � V , � � � � � be computed d�f inPd in the "WORK Nothing i� these Contract Documents shall be construed as prohibiting the Contractor from wor;�ing on Saturday, Sunday or Legal Holi3ays, providiag that the fol.lowing requirements ar� met: a. A r�quest to work on a specific Legal Holiday must b� made to the than the proceeding Thursday. Saturday, Sunday or Engineer no later b. Any work to 'oe done on the project on such a specific �aturday, Sun3ay or Legal Holiday must bA, in tha opinion of the Engineer, ess�ntial to the timely completion of the project. The Engineer's d�cision shalt be final in response to such a request for approval to work on a specific �aturday, Sun3ay or Legal �ioliday, and no extra compensation shall be allowed to the Contractor for any work p�r�ormed on such a specific Saturday, Sunday �r Legal 3oliday. Calendar Days sha11 be deEined in C1-1.24 and th� Contr3ctor may wor'�c as he so 3es ires . C7-7 (3) C7-7.7 TIME OF COMMENCEMENT AND CUMPLETION: The Contractor shall commence the working operations within th� time specified in the Contract Documents and s�t forth in the Work Orde.r, r^ailur� to do so shall�be considzred by tne Own�r as abandonment of the Contract by the Contractor and th� Ownsr may proceed as he sees fit. The Contractor shall �aintain a rate of nrogress such as will insure that the whole work wi11 be performed and the premises cleaned up in accor3ance wit!i the Contract Documents and within the time �stablish�d in such documents and such extension of time as may be properly authoriz�d by the Owner. C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor'•s request for an zxtension of time of compl�tion shall be considered only when the request for such extznsion is submittzd in writing to th� Engineer within seven days from and after the time all�ged cause of delay shall hav� occurr�d. Should an extension of the time of completion be requested such request will b� for.warded to th� Cizy Council for approval . In adjusting the contract time for completion of work, consideration will be given to unForseeable causes beyond the control of and without tile fault or negligence of the Contractor, including but limited to acts of the public enemy, acts of the Owner, fir�, flood, tornadoes, apid�mics, quarantin� restrictions, strikes, freight emnargoes, or 3elays of sub-contractors due to such causes. When the dat? of compl?tion is base3 on a calen3ar 3ay bid, a request for extension of time because of inclement weather will not be consid�r�d. A request for extension of time due to inability to obtain supplies and �aterials will be considered only when a r?vi�w of the Contractor's purchas� ord?r dates and other pertinent data as requested by the Engineer indicatAs that the Contractor has made a bonafide attempt to secure deliv'ry on schedule. This shall include efforts to obtain t'ne supplies and materials from alternate sources in case the first source cannot malce delivery. If satisfactory ex�cution and co.mpletion of the contract should require wor;c and materiats in greatar amounts or quantities than those set fort'n i� th� approved Contract Documents, then th� con�ract ti.me may b� in;r`�s�d by Change Order. C7-7.9 DELAYS: The Contr3ctor shall receiv� no compensation for delays or izin3rances to the w�rk, except when direct and unavoidabl� extra cost to the Contractor is cause3 by the failure of the City to provide information or matarial, iF C7-7 (�) � � � any, which i� to be furnished by the City. When sucn extra compensation is claimed a written statement th�reof shall be �resznt?d by the Contractor to the Engin�er aad i£ by him found correct shall be approv�d and reFerred by him to the � Council for final approval or disanoroval; and the action thereon by the Council shall b� final and binding. Zf delay is cause3 by specific orders given by the Engineers to stop '' work or b the � L o , y p_rformsnce of ex�ra work, or by th� failure of the City to provide mat�rial or necessary instructions for � carrying on the work, then such delay will entitle tha Contractor to an equivalent exteasion of tim2, his application for which sha11, howev�r, be subject to the approval o� t:�e City Council; and no suc'n ext�nsion of time sha11 r�leasz t'ne � Contractor or the surety on his perForr�ance bond from all his obligations hereun3er which shall remain ia fu11 force until the dischar3e oF the contract. ' � � r A � � � 1'" ; � � C7-7.10 TIME OF COMPLETION: The time of completion is an essential element of the contract. Each bidder sna11 indicate in the appropriat� place on the last page oF the Proposal the number of �aoricing days or calendar days that he will require to f u11y compl�te tl7is contract or the tim� of completion will b� specified by the City in th� Pro�osal section of th� contract docu.mants. The number of da�s in3icated shall be a realistic estimate of the tima required to complete the work covered by th� specific contract being bid upon. Th� amount oF timP so stated by the successful bidder or the City will becc�m� th� time of compietion speciFied in the Contract Documents. For each calanda.r day that any work shall r?main uncompl�ted after thz time sp�cified in the Contract �ocuments, or the increased time granted by the Owner, or as aiitomatically increased by additiozal work or mat�rials or3�red after ths contract is siqned, the sum per day given in the following schedul�, unless otherwise specified in oth�r par�s of the Contract ,�ocuiaents, will be deducted from monips due the Contractor, not as a penalty, but as liqui3ated 3amages suffered by the Owner. AMOUNT OF CO[�TRACT Less than $ 5,000 $ 5,001 to $ 1�,000 $ 15,001 to $ 25,000 $ 25,001 to $ 5Q,000 $ 50,001 }� $ I00,000 $ 100,001 to $ 500,000 C7-7 (5) inclusiv� $ inclusive $ inclusive $ inclusiv= $ in�lusiv� � inclusive S 35.00 4�.00 63.00 105.00 154.00 210.00 $ 500,001 to $1,000,000 inclusiv� $ 3i5.00 $1,000,001 to $2,000,000 inclusive $ 420.00 $2,000,001 an3 ov�r . $ 630.00 The parties her�to understand and agree that any harm to the City caused by the Contractor's delay in complsting tne work hereunder in �hz time specified by the Contract Documents wou13 be incapable or vsry difEicult of accurate estimation, and that the "Amount of Liquidated Damages Per Day", as szt out above, is a r_�asonable forecast of just CO�t1D211S3t1Oi1 due the City for har�n caused by any delay. C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall suspend operations on such part or parts of the work ordered by any court, and wi11 not be entitled to additional compensation by virtue of such court ord�r. Neither wi11 he be 1iable to thz City in the event the work is suspended by a Court Order. Neither will the Own�r b� liable to the Contractor by virtue of any Court Order or action for which the Owner is not solely responsible. C7-7.12 TEMPORARY SUSPENSION: The Owner shall hays th� right to suspend the wor'�t ooeration wholly or in Dart for such period or periods of time as he may 3eem necessary due to unsuitable weather conditions or any other unfavorable. conditions which in th� opinion of the Owner or Engi�eer cause further prosecution of the work to be unsatisfactory or detrimental to the interest of the project. During t?.mporary suspension of work covered by this contract, for any reason, the Owner will make no extra naym�nt for stand-by time of construction equipmant and/or construction crews. If it should become nec�ssary to suspend wor'�c for an indefinite p�riod, the Contractor shall store all materials in such manner that they will not obstruct or impede thz public unnecessarily nor become damaged in any way, and he sha11 tak� every precauti�n to pravent damaga or deterioration of the work performed; he shall provide suitable 3rainage about the work, and er�ct t�mporary structurss wh�ra necessary. Should the Contractor not bA abl� to complete a portion of the project duz to �auses beyond the �ontrol of and without the fault or n�gligence of the Contractoc as s�� forth in Paragraph C7-7.8 EXTENSION OF THE 'rIME OE COMPLETION, and should i� be determined by mutual consent of the Contractor and th� Engineer that a solution to allow construction to proceed is not available within a reasonable period of time, then the Contractor may b� reimbursed for the cost of moving his �quipment otf the job and returning �the necessary equipment to the job w'�en it is dPtermined by tha Engineer C7-7 (6) � � � � � n � � � � � � � � � that cocl��r_sction �nay '�� r.=_sum?•3. Such r�imbur�e�nent shall bP ba�ed on actsal cost to the Cont-ractor �f movin� tza_ eq�sipment an3 no or�fit �ailt b� allowed. No r�irnbur:�em�nt sha11 be a1i ow�d if_ tn� e�uip�nent i.; mov�d to �.nather construction project ior the City o.E Fort �Ior�%i. The Contractoc ;na11 not susoend work without writt�n notice trom the Engine�r an3 sha11 proceed �ait.i the work opAr�tions �romvtl� when r.otiEiPd by t'ie ^ngineer to so rasume operations. C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL EMERGENCY: Whan�ver, 'oecause of National Einergency, so declared 'oy the Prasi��ent ��E the Jni�ed State� or other l�wf�sl authority, it 'oecom�s impossi�le for the Contr3ctor to obtain aTl oi the necAssary labor, materials, and equi�ment for the prose�ution o.E the work wit?z reasonaQle con:inuity Eor a p=_riod ot two months, the Cantractor 5}1311 within �even days notify tize City in �rriting; giving .� 3�tail�d staternent of tnz �PEo._r" w'��h zavz �e�n ma3�=_ an3 li�tin3 all nec?ssary items of labor, rnaterials, anr� e:�uipment not obt3in�ble, If, aft�r 1RV�St1c�3t10r1S� the Owner finds that such con3itior.s `xi�ting and t'na� the inability of the Contractor to ��roceed is not a�tributable in whole or in part to tiie Fa��1t �r �legl�ct of tne Contract, then i.f_ the Owner cannot a.ftar rzasona'�le �ffort assist the Contractor in procuring and maki.ng av3ilable the nec�5��ry labor, �naterials an3 equi�merlt within tl1irty day.s, the Contractor mayr request the Owner to �Prmi�.zat� thz contr.3ct and tha Ownar may comply witiz t?7�= reque�t, and th�� termination :�ha11 be condi=i�nec� an3 bas�3 u��n a Fizal �ettlement m�ztuatly accn�tabl� to 'ooti� th� Own�r and thP Con�ract�.r an:� f inal �ayment 3i131L be mac3e in accor3ancA with t;z� t�r;ns oF t;�z agree3 spt`I�ment, which shall include, but not oe limit�3 '_�, the nal;nent Eor all wo.rk Jxe��iL-�d 'U��t t1J 3(1t1Cl;�dt•3:� �roFits on work wnich has not bef�n perf:�rma:�. ��7-7.14 SUSPENSION GR ABANDONMENT OF THE WORK AND ANNULMENT Or� C�NTRACT: T'�e w�r�t oo�ra�.ions on all .�r any portion or sec:ion o� the work under ;,ontr3cc s��al1 be suspended imme�3ia��ly on writ�en �razr o` th� En�in�er or the Co�ntra�t m�y b� d��cl3r�3 ca��.ell�:� oy t'.ze Ci�_y Counci� F.or any g�»d 3n3 suff_icient ;:ause. Ti1� followi�:3, '�j� w�y o�L ;�xamnle, 'out not ��E li:nitati�n, may be consi3�r�:i gr.�unds E�r suso?nsi��n o.c �ancellation: �. �ai.lurA oE the Cont.r3ct;or tv comm��nc�� work oo�r�tions �ait:nin �h� tim� y��ri�ied irt the W•�r. �c �'�r'.�ar' 1 �5:1�� }J11 t}7� l7W!1?C. ��%-7 � % ) b. Substanti�l evidence that progr�ss of the work opPrations by Con�ractor is insufficient to complete the work within the sgecified time. c. Failure of the Contractor to nrovide and maintain sufficient labor and equipment to properly �xacute the working operations. �s tll� I' � 1 � � d. Substantial evidence that t'n�� Contractor has ' abandoned th� work. e. Substantial evidence that the Contractor has become insolvent or bankrupt, or. otherwise financially unable to carry on the work �3tisfactorily. f. Failure on the part of the Contractor to cbserve any requir�ments of the �ontract Documents or to comply with any orders given by the Engi�eer or Owner orovid�d for in these Contr�ct Documents. g. Failure of Lh� Con�.r=ctor prcmUtly to make good any defect in mat�rials or workmanship, or any defects of any nature the correction of which'has �een directed in writing by the Engin�e.r or th� Own�r. h. Substantial evidence of collusion for the puroose� of illegally procuring a contract or perpetrating fraud on th= City in the construction of work undPr contract, i. A substantial indication that the Contractor has made an unauthorized assignment of the contract or any funds due ther�from for the benefit of any credit�r or for any other purpose. J- k. If the Contractor shall for any cause whatsoever not carry on the woricing operation in an acceptable manner_. If the Contractor commences legal action agai�st the Owner. A copy oi the suspension order er action of th� �ity Council shall b� s�rved on the Contract�r's Sur=_ti�s. When wor�C is suspended for any caus� or causes, or when the contract is cancelled, the Contractor sha11 discontinuP the wor� or such part ther�of as tha �wner shall designate, whereuoon the Sureties may, at their o�tion, assume t�P contract or that portion theraoF which the Owner has ordered t'ne Contractor to discontinue, and may p�rPorm th<� same or may, with the written �7-7 (8) � � � COI1S�Zt Of the t7'.Jil�t� Sllbl�?t t�l? WOC�i{ Or ��1at portion Oi �21@ wor�c as ta;cen over, pr�vided howev?r, tnat the Sur�ties shall ex�rcise their option, if at att, withia two w�n'r..� after �`.Sl@ � w•r_itten n��ice L� discontinue the work has �Aen s�rved upon th� Contr3�tor. and uoon the Sur�ties or t�zJir �.ut��oriz�d ag�nts. The Sureties, in such �vent sha11 assum� th� � Contr.�ct-�r' � p�ac� in all r�spects, and s:�all be oaid by the Owner For all work p�rFormed by them in accordance with the terrns of the Contract Docum?nts. Al1 moni•:s r�maining due the �:ontractor at tha time o.E this d�fault shall thereupon oPcome � dus and payable to the Suraties as the work progras5�s, - subject to all of tn� t��rm7 of the Contract �ocum�=_nt:�. '�" In case the Sur•�ties do not, witi�in the nerei�zaoove sp�ciEied �jj time, ex�rci5e their ri�ht and ohtion to .3ssumz tn� ccntract responsiUilities, �r that portion th�r�oF whic� t�Ye Ownar has � ord�red by the Contracto.r to discontinu?, th�n t�l� Own?r shall hav� the power to cornolete, by contract or otharwis�, as it ��ay determine, t�ie w�rk ,zer�in descri�ed or sucn p.srt th�reof � d3 1� nay C�?2(il necAssary, and tr1E Contractor her�c� d�r'�eS tnat tiie Own�r shall have t�1� right to take �OSJ�ssion of an3 use any materials, plant�, tools, �quipment, supplias, and oroperty oi any :�cind provided by the Contrac�o� for th� purpose of carrying o*i the work and to �rocur� ot'ner tools, i� equi�ment, materials, labor and ,orooarty Eor tiie co1nplPtion of the work, an3 to c'nargz t� t�ie accoun� of tY:e �ontractor ��F ' said contrac� zxpe�se for labor, mat�rials, tools, equipment, an3 all expenses incidental `hereto. Tne ex�ense so char3ed sha11 b� deducted by t:12 Own�r ir�» .��icn monies as may bP due � or �nay bzcome due �t any time �i12r`a�ter to t'ne Contractoc und�r. and by virtue o� tne Contracc �.r any j�3tr t-i=_re�f. T;�? Own�.r s�1a11 not b� r�equir�d to ootaiz the lowest b'td for ti12 w�rk comnleting th? contra�t, but th�� xozns� to �e 3educted ��.Zall be the actual cost of the own?r :�� suc,z work. � . In ca5a suciz �x��ns:�s sha11 exce�d th� am��iint which wosl� n�v� � '�een paya�le und�r the Contr3ct if_ th�� sam� had been comot�ted by t��e Contractor, then t�ze .on�cractor a;�d his Sur�tie.s s'�a�1 oay th� amount oF such exc�s� to the City on noti::= fro:n th� Own�r oE the excess due. Whea any particular p3r� �F t}ie w�r'�c iis ��ing carriPd on by tlz� Own�r by contract or o+�h:rwis�. und?r tne provisions of this s�c':ion, t`�e Contractor shalt continue t1ie rernaind:�r of the w�_c�c in conEormity wi.tli th� e terms oF the �;ontract Docum�nts and i:� suc� a ��nanner as to not .ii:-ider or inter�?r:� witli perf,�rmancP oE the wor�c by tiie ��m�r. �"' �7-7.15 FULFILLMENT OF CONTRACT: The i_ontra�t will be eonsid�red a� hav�ng been fulfitled, �av� as or�vic��c� i.z any bond or �on.ds or by law, when all ti7e wori a:i�� 11 s�ctio.n� �r p�rts c�f the ,�roj��,�, cov��r��1 �y c}t� �,oz:ca�t �oc:�r�ent� �1dV� W i 7-7 (9) � been finished and comolat�d, the final inspection made by the Engineer, and th� final acczptance and final payment made by the Owner. C7-7.16 TERMINATION FOR CONVENIENCE OF THE OWNER: A. NOTICE OF TERMINATION: The performance of the work under this con�ract may be t'rminated by the Owner in whole, or from time to time in part, in accordance witn this section, whenever the Owner shall d�termine that such ter�nination is in the best interest of the Owner, Any sucn tzrmin3tion shall be effzcted by mailing a no�ice oF termination to ths Contractor soecifying the extent to which performance of work under the contract is terminated, an3 the date uoon which such termination becomes eff�ctive. R�ceipt of the notice sha11 be 3eemed conclusively presumPd and established when the letter is placed in the Unit�d Stat�s Mail by the Owner. Further, it shall be deemed conclusiv�ly presumed and estaplished that such termination is madA with just cause as the�ein state3; and no proof in any claim, demand or suit shall be required of the Owner regarding such discr�tionary action. B. CONTRACTOR ACTZON: After receipt of a notic� oF termination, and exc�pt as otlzerwise directed by ' the Enginzer, the Contractor shall: 1. Stop work under tt12 contract on the datz and ' to the extent specified in the notice of termination; 2. �lace no further orders or subcontracts for materials, services or facilities except as may be nec�ssary for completion of such portion of the work under the contract as is not ter�nina�ad; 3. tQrminat� all or3ers and subcontr3cts to the extent that they �elate to the oerformance of work t�rminat�d by t:l� notic� of tzrmin3tion; 4. trans�?r title to the mann�r, at th? iF any, dir�cted by the �wner_ and times, and to the �ngineer: ' � ' � �r r* � deliver ir� � th` extent, C7-7 (10) � 1 � � e � W � � a. the E3�1'L1�3}�:� or ;in`,3bric:�t_�3 �ac��, wor:c in orocess, comol�t�=d work, su��pli�s and otn�r mai�rial �roducAd as a?art of, or acqai,=�d in connPction •.aith the performanc� oF, the wor'�c t� r m i n.3 t e d b y t h e n o t i c e o f termination; and b, th� compl?ted, �r partially coinplPt�d plans, drawing�, inEormation and ot,z�r property which, i� the contract 'nad been com�leted, woal3 tlave be�n requirzd to �e furni.�hed to the Own=_r.. �. ccnplet� performance o� suc'n n3r� �F t�i� work as sha11 n�t tiav:� 'oeen ter�ni�.�ted by tn� notice oi terminati�n; an3 o'. take suciz action as �nay b� necessary, or as t:�e Engine�r may direct, for th� prot�ction an3 pr�servation o� th� �oroper�y ralat�d to its contract whiclz is in tne pos�ession o` thA Contractor and i� which Lh? Ow:��r has Gr �nay a�quirP the rest. �' At a ti!na not tater than 30 days 3f ��r t'ze k�+ t�rmination datz SpP_C1�1P3 in the no�ic? o� t�rmination, t�e Contractor_ may submit to t'ne � Engine�r a list, certifiAd as t�� q�a�n:ity and g��ality, of any or ali it�ms �� t��mination inventory not pr�viously dis�oszd of, �x�lusiv� o� � it�ms th� disposition oE whic� has 'a�en 3i-�c��3 ��r auzhorized by t�12 �,ngine�r. �Jot 1aLer than 15 da;�s th?r�aft�r, tne Own�r sha11 accept tit1P to S�1C�1 it�ms pravidA�i, t'na"c the list submitted sha11 b� sub ject t� vAri Fication �y t�ze r�ngi�zP�r upon �+ rarn�val oF th=� i c��;�s or, i E the i tems are s t�r :3, witiziz 45 days tcorn ti�P date of submissi:�n or tn� � list, an3 any nec�ss�ry �dj�i5�meats to corr��} t'r�c� list as submitted, shall be mad� �rior t�� Fi��al � s�ttlement. ' C. 'rERMINP.TION CLAIM: Wi .hin oU days ai��c �zcrice of �ar.mination, ttle Contrac�or shalt su��nit his t�rmina� i�n ciaim to t}1? E�gi�eer in the �or!n and � with t��e certification pces�ribe�3 by th� �,ngi :e=_r. . TJnless one or more ext:�nsi.�n5 in ��ri'�i�z� 3r= granted by �h� Own�r u�o�7 r�qu�st oE �,z� !r'1 Contr�ct�r, mad� i:z w: iting within suc�� o0-3ay ��l"lOCl •�L" ��1C�1o�i�e:� �xten�ion th:�reof, an;� ,�n:� �11 s:lcn c.laims s?�•�it �P corzcl�lS.1"J�i,17 dee.n�:3 w:�i�.��d. � � ��7-7 (11) D. AMOUNTS: Subject to tne provisions of Item C7-7.16(C), the Contractor and Owner may agre� upon the whole or any part of the arnount or amounts to be paid to the Contractor by resson of the total or partial t?rmination of work pursuant herato; provided, that such agreed amount or amounts shall never exceed the total contract price as r?duced by th� amount of payments otherwise made and as further reduced by t:�e contract price of work not terminated. The contrac� shall be amended accordingly, and the Contractor sha11 be paid the agreed amount. No amount shall be due For lost or anticipated profits, vothing in C7-7.16(E) hereafter, prescri'oing the amount to be paid t� the Contractor in the event of failure oi the Contractor by rea5on of the termination o` work pursu�nt to this section, shall be dee�:ed to limit, restrict o.r otherwise 3etermine or affect the 3mount or amounts which may be agr�ed upon to be paid to the Contr�ctor pursuant to this �aragraph. E. FAILURE TO AGREE: In the evznt of the f�ailure of the Contractor and the Owner to agrze as pr�vided in C7-7.10' (D) upon the whola amount to be paid to the Contractor by reason of th� termination of wor,c pursuant to this section the Owner shall determine, on ths basis of information availabl� to it, the amount, if any, due to the Contractor by r�ason of the termination and shall pay to the Contractor the amounts determined. No amount shall be due for Iost or anticipated profits. F. DEDUCTIONS: In arriving at the am�unt duA the contractor under this section, th�r� sh311 be deducted (a) all unliquidated a3vance or other payments on account thQr�tofore made to th� Contractor, applicable to the terminated po.rtion of this contract; (b> any claim cahich the Own�r rlay hav� against the ��ontractor in connection with thi5 contract; and (r) the agreed price for, or t'ne procee3s of sal� of, any materials, suppli�s or oth?r things kept by tha Contractor or so1d, pursuant to the provisions oF this clause, �n3 n�t otherwise r�cover�3 'oy or credited to the Own��. G. ADJUSTMENT: If the termination 'nereunder `�e �artial, prior to the szt�lement of the terminated portion oE this contract, the Contra�t�r may file with the Engine�r 3 request in writing F�r an C7-7 (12) � � � � � � � n � 1 � , ' ' LJ � equita'�le a3justment of the price or prices soeciEied in �hs contract relating to the continued portion of tne �ontract (the portion not terminatAd by the notice of. termin3tion), such equitable adjustment as may be �greed upon shall be ma3� ia such price or prices; nothing contained herein, how?v�r, shall limit the right oi the Owner and the Contractor to agr�P upon the amount or amounts to be paid to the Contractor for the completion of the continued �ortion of the contract when said contract do�s not contain an established contract price for such continued portion. H. NO LIMITATION OF RIGHTS: Nothing contained in this section shall limit or alter tha rigiits �which thz Owner may hav� for termination of this contract under C7-7.14 hereof entitled "Suspension of Abandonmen� of the work and Amendm�nt of Contract" or any otner right w.Zich Own'r ��nay 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 supervi'sing all saf ety precautions and programs in connection with thP work at all times and shall assume all responsibilities for their enforcement. The Contractor shall co�nply with federal, state, and local laws, ordinances, an3 r�3ulations so as to protect �erson and property f rom injury, inclu3ing death, or damage in connection with the work. C7-7 (13> � � -.� � � � � � � i � � PART C - GENERAL CONDITIONS C8-3 MEASUREMENT A�1D PAYMENT SECTION C8-8 MEASUREMENT AND PAYMENT C8-8.1 MEASUREMENT OF QUANTITIES: The determination of quantities of work performed by the Contractor and authorized by the Contract Documents acceptably completzd under the terms of the Contract Documents shall be made by th.e Engineer, based on measurements made by th� Engineer. These measurements will be made according to the Unite3 States Standard Measurements used in common practice, and will be the actual length, area, solid contents, numbers, and 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 Iabor, tools, materials, machinery, equipment, appliances and apourtenances necessary for the construction of and the completion in a manner acceptable to the Engineer of all work to be done under these Contract Documents. � The "Unit Price" shall include all permanent and temporary protection of overhead, suriace, and underground structures, cleanup, finished, overhead expense, bond, insurance, patent fees, royalties, risk due to the elements and other causes, � delays, profits, injuries, damages claims, taxes, and all � other items not specifically mentioned that may be required to fully cons truct each item of the work complete in place and in a satisfactory conditior. for operation. � C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set � forth, the said "Lump Sum" shall re�resent the total cost for the Contractor to furnish all labor, tools, materials, machinery, equipment, appurtenances, and all subsidary work � necessary f or the construction and completion of all the work to provide a compl�te and functional item as detail�d in the Special Contract Documents and/or Plans. , C8-8.4 SCOPE OF FAYMENT: The Contractor shall receive and accept the compensation, as herein provided, in full payment for furr.ishing all labor, tools, mat�rials, and incidentals � for performing all work contemolated and �mbraced under these Contrac t Doc uments, for all loss and damage arising out of the nature of the work or from the action of the elements, f or any e unforesee�z defects or obstructions which may arise or be encountered during the prosecution of the work at any time � C8-8 (1) before its fin�l acceptanc� by the Owner, (axceot as pr�vided in paragraph CS-5.14) Lor a11 risks of whatever descri�tion connect�d with the prosecu�ion of the work, for a11 �xpense incurred by or in consequencs oF suspension or discontinuanc� of such prosecution of tn� working oper�tions as herein specified, or any and a11 infringements of patents, trademar'�s, copyrights, or oth?r legal reservations, and for comoleteing the work in an acc�pta�le manner according to the terms of the Contract Docum�nts. The payment �f any curr�nt or partial estimate prior to fin�l acceptance of the work by th� Owner shall in no way constitute an acknowledgment of th� acc?ptance of the work, materials, r�r equipment, nor in any way pr�judice or affect the o�ligations of the Contractor to re�air, correct, renew, or replac? at his own and proper expense any daFects or imperfections i� tha construction or in tha str�ngth or quality of the mat?rial used ar equipment or machinary furnish�d in or about the construction of the work und�r contract and i�s appurtenances, or any 3amag� due or at�ributed to such d?fects, w�ich defects, imperfection, or damage sha11 hav= been discoverzd on or before the final inspection and acceptance of work or during the one y�ar guaranty period after final acceptance. The Owner sha11 be the sole judge of sucn defects, imnerfections, or damag�, and the Contractor shall be liable t� the Owner for failur� to c�rrect the same as provided her�in. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Betw?en the lst and 5th day of each month Lh� Contracter shall submit to the Engineer a stat�ment showing an estimate of the val�ae of the work done 3uring the pr�vious month, or estimate p�riod under the Contract Documents. No�t later than th� lOth day of the month the Engineer shall v�rify such estimate, and if it is found to be acceptabl� 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 contrac� amount is less than $400,000, or 95$ of such �stimate3 sum will be paid to the Contractor if the total contra�t amount is $400,000 or greater within tw�nty-fiv� (25) days aFt�r th� regular �stimate period. The City will have the option of preparing estimates on Forms furnishe3 'oy th� City. The partial estimate may include acceptabl� nonp:rishai�le mat=_rials dzliv�red to the work which are t� be incornorat�d into t'ne work as a oermanent part thereof, but whicli at th� tn� time of th� estimate iiave not been install�d. ( such pay:nent will �e allow�d on a basis of 85� of tne n�=t invoice value thereof.) T�e Contraccor shall furnish the Engin�er such information as he may r�qsPst to aid ��8-8 ( 2 ) W k� � � him as a guid� in the verification or the pr=_par3tion of �artial estirnat�s . It is und�rstood that the partial estimate from month to month will be approximate only, and all nartial monthly estimates and payment will be subject to correction in the estimate rendered following the discov�ry of an srro.r in any pr�vious estimate,and such estimate shall not, in any rsspect, be tak�n as an admission of tn: Owner of the amount of w��rk 3one or of its quality of suffici�ncy, or as an acceptancs of the work done or tha release of the Contractor of any of his responsibilities under the Contract Documents. The City reserves �he right to withhold the �oayment oE any monthly estimate if the contractor fails to p�rior�-n t:�e work strictly in accordance with the specifications or provisions of this contract. C8-8.6 WITHHOLDING PAYMENT: Payment on any estimate or �' estimates may be h?1d in abeyance if the performance of the • construction operations is not in accordance with the requirements of the Contract Documents. � C8-8.7 FINAL ACCEPTANCE: Whenevsr the improvements provided for by the Contract Documents shall have been completed and � all requir�ments of tne Contract Documents shall have been fulfilled on the part of the Contractor, the Contractor shall notify the Engineer in writing that the improvem�nts ara ready for the final inspection. The Engineer sha11 notify th? � appropriate officials of the Owne.r, will within a reasonable � time :nake such f inal inspection, and if the worlc is satisfactory, in an acceptable condition, and has been " comoletad in accordance with the terms of the Contract �„ Documents and a11 app.roved modifications therzoF, the E:�gineer will initiat� thz processing of th� final estimate and ' recommend final accept�nc� of the pr�ject and final paymnnt thereFor as outlined in C8-8.8 below. , C8-8.8 FINAL PAYMENT: Whenev�r all the improvements provid�d for by the Contract Documents and all approved modifications thereof shall have been completed an3 all requir�ments of the Contract Documents have been fulfilled on the part of the � Contractor, a final estimate showing the valu� of the wor;c will be prepared by the Engineer as soon as the nec�ssary measurements, computations, and checks can �e mada. F� L�J �� _All prior ejtimat�s upon which payment has been made arQ subject to necessary corrections or rsvisions in tha Final payment, C8-6 (3) The amount of the final Pstimate, less orevious payment� and any sum that hav� ba�n deducted or retained under the provisions of the Contract Documents, will be pai3 to t'ne :ontractor within 60 days after final acceptance by the Owner on a proper r�solution of the City Council, provided the Contractor has furnisned to the Owner satisfactory �vidence of paym�nt as follows: Prior to submission of the final estimate for payment, the Cont�-actor sha11 execute an affidavit, as Furnished by the City, c2rtifying that all persons, firms, associations, corporations, or other organizations furnishing labor an3/or materials have bee� paid in ful1, that the wage scale �stablished by the City Council in th? City of rort Worth has be�n paid, and tha� there are no claims pending for personal injury and/or property damages. . The acceptance 'Qy the Contractor of th� las� or final payment as aforesaid shall oo�rate as and sha11 r�leasz the Owner from all claims or liabilities under the Contract .for anything don� or rurnished or relating to the work under Contract Documents or any act or neglect of said City relating to or connect�d with tha Contract. The making of the final payment by the Owner shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which speciEically continue thereafter. C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner believes it nas employ�d comp�tent Engine�rs and design:rs to pr�pare the Contract Documents and all modifications of the approved Contract Documents. It is, therefore, agreed that the Owner shall b� responsiUle for the adequacy of its own design features, sufficiency of the Contract Documents, the saf`ty of the structure, and th� practicability of the op�rations of the completed project, provid�d the Contractor has compliA3 with the requirement.s of the said Contract Documents, all aoprov�d modifications thereof, and additions and alterations ther�to aporov�d in writing by the Owner. The burden of proof of such complianc� shall �e upon the Contractor to show that he has complied with the sai3 requirements of tt�e Contract �ocuments, approved modifications therPof, and all approved additi�n� and alterations therzto. C8-8.10 GENERAL GUARANTY: Nei�her the final certificate of paym�nt n,�r any provision in the �on`ract �ocument5 nor partial or entire occupancy or use of the p.re�nis?s by th� Owner shall constitut�� an acce�tance �f w�rk not done in accordance witn th� Contract Document� �r r�li?v? tize Contractor of liability i�� resoect to any express warranties or r�sponsibility for faulty mat��rials or workmanship. The Contractor shal.l r�medv any 3zf�cts or 3amag�s in t�e work and C8-8 (4) � �� _ � pay for any damage to other wor�c resulting therefrom which shall appear within a p�riod of one year from the dat� of final acceptance of the work unless a longer period is specifi�d andshall furnish a good and sufficient maintenance bond in the amount of 100 percent o� the amount of the contract which snall assurJ the perFormance of the g�neral guaranty as abov� outline. Tha Owner will give notic� of observe3 defects with reasonable promptness. A C8-8.11 SUBSIDIARY WORK: Any and all work specifically j governed by docum�ntary requirements for tne project, such as conditions impos�d by tha Pians, the General Contract Documents or thesa Spacial Contract Docum�nts, in which no � specific it�m for bid has been provided for in thP proposal, shall bP consid�r�d as a subsidi3.ry item of work, the cost of whicn snall be i~�clud�d in t'r.e price bid in the Pr000sal, for � each bid item. Surfaca restoration, roc;c excavation and cleanuo are gen�ral it�ms of work which fa11 in the category of subsidiary work. � , C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL: Material may be allocated under various bid items in th� Progosal to establish �-, unit prices for miscellaneous placement of materia•l. These � mat=rials shall be used only when directed by thz Engineer, dep?nding on field conditions. Payment for miscellaneous placement of mat�rial wi11 oe made for only that amount of � material used, m�asured to the nearest one-tenth unit. Payment for miscellaneou:� placement oF inat�rial shall be in accordance with th� General Contract Document.s regardless of �A the actual amount usPd for the project. C8-8.13 RECORD DOCUMENTS: Contractor sha11 keep on racord a copy of a11 specifications, plans, addenda, modifications, shop drawings and samples at the site, in good ord�r and �' annotated to silow all changes made during the construction � process. These saall be delivered to Engine�r upon completion of the work. ' t_ J � ' � C8-8 (5) � � , � � � ' R"1 1 , ' , � , � 1 PART C1 SUPPLEMENTARY CONDITIONS TO PART C �� A. � ,; . . SECTION C1: SUPPLENIENTARY CONDITIONS TO SECTION C 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. Paragraph C3-3.2 should be deleted in its entirety and replaced with the following: 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 exarnination 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 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. i+i C. � � � � I D. � n � � �t C- C'Teneral Conditions: C3-3.7 Bonds, the paragraph after subpazagraph 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 inc(uded 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." Section C8-8.5 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 10th day and 25th day respectively. Estimates will be paid within 25 days following the end of the estimate period, less the appropriate retainage as Cl-1 � � set out below. Partial pay estimates may include acceptable nonperishable materials delivered to the work place which are to be incorporated into the work as a permanent part thereof, but which at the time of the pay estimate have not been so installed. If such � materials are included within a pay estimate, payment shall be based upon 85 % of the net voice value thereof. The Contractor wil furnish the Engineer such information as may be � reasonably requested to aid in the verification or the preparation of the pay estimate. For contracts of less than $400,000 at the time of execution, retainage shall be ten percent � (10%). For contract 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 the City. Contractor's failure to make the required payments to subconuactors will authorize the City to withhold � future payments from the Contractor until compliance with this paragraph is accomplished. � It is understood that the partial pay estimates will be approximate only, and all partial pay estimates and payment of same will be subject to correction in the estimate rendered following the discovery of the mistake in any previous estimate. Payment of any partial R'1 pay estimate shall not be an admission on the part of the Owner of the amount of work • done or of its quality or sufficiency or as acceptance of the work done; nor shall same release the Contractor of any of its responsibilities under the Contract Documents. i"� The City reserves the right to withhold the payment of any partial estimate if the Contractor fails to perform the work in strict accordance with the specifications or other � provisions of this contract. � E. p�-t C- Ceneral Conditions: Paragraph C3-3.11: Delete subparagraph a. F. �rt C- C�eneral Con i i : Paragraph C3-3.11: Delete subparagraph g. W , , ' ' � 1 C 1-2 � ' �II � ' � ' ' ' � � � � � � � � � i 1 i u n � n PART D SPECIA�L CONDITIONS u � � �] � J � � f' J D D � � .'J � II� � � L*J D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-11 D-12 D-13 D-14 D-15 D-16 D-17 D-18 D-19 D-20 D-21 D-22 D-23 D-24 D-25 D-26 D-27 D-28 D-29 D-30 D-31 D-32 D-33 D-34 D-35 D-36 �D-37 D-38 D-39 D-40 D-41 D-42 D-43 D-44 D-45 D-46 D-47 D-48 D-49 D-50 D-51 a 04/21/J9 D Q��r � � s��. co��r�o�s AWARD OF CONTRACT . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUBMISSION OF CONTRACT D�CUMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . GENERAL ..........: .................................. ...... TAX EXEMPTIONS .............................................. PROJECT DESIGNATION . . . . .:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EQUAL EMPLOYMENT PROVISI�Q NS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PRE-CONSTRUCTION CONFERENCE . . . . . . . . . . . . . } . . . . . . . . . . . . . . . . . COORDINATION MEETINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROJECT ABANDONMENT . . .' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BREAKDOWN OF BID PROPOSAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INDEMNIFICATION ............................................... CONTRACTOR COMPLIANCE 1/VITH WORKER'S COMPENSATION LAUV .... MINORITY AND WOMENS BUS�VESS ENTERPRISE (M/WBE)COMPLIANCE... CALENDAR DAY ........... .................................... SUBSIDIARY WORK . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WAGE RATES . . . . . . . . . . . . . „ . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . EASEMENTS AND PERMITS . . . . . . . . . . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . COORDINATION WITH FORT W,ORTH WATER DEPARtMENT . . . . . . . : . . . . DAMAGE TO PRIVATE PROPERTY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHOP DRAWINGS . . . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CROSSING OF EXISTING UTILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING UTILITIES AND IMPR�+OVEMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTION TRAFFIC OV�R PIPELINES . . . . . . . . . . . . . . . . . . . . . . . . . TRAFFIC CONTROL . . . . . . . . � . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . PAYMENT............... .................................... DELAYS....................................................... DETOURS. . . . . . . . . . . . . . . . . . . . .. . .. . .. , . . . . . .. .. . . . . . . . . . . . . BARRICADES AND WARNING �IGNS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXAMINATION OF SITE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ZONING COMPLIANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WATER FOR CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WASTE MATERIAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CLEANUP FOR FINAL ACCEPT'ANCE . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . PROPERTY ACCESS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTION SCHEDULE �,ND SEQUENCING OF WORK . . . . . . . . . . . . . SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES . . . . . . . . . . CONTRACTOR'S RESPONSIBC�ITY FOR DAMAGE CLAIMS . . . . . . . . . . . . . . SANITARY FACILITIES FOR V1� RKERS . . . . . . . � . . . . . . . . . f . . . . . . . . . . . . LEGAL RELATIONS AND RES�ONSIBILITIES T0�7HE PUBLIC . . . . . . . . . . . . RIGHT TO AUDIT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INCREASE OR DECREASE IN QUANTITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . CUTTING OF CONCRETE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROJECT DESIGNATION SIG�,J . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONCRETE SIDEWALK AND �'SRIVEWAY REPLACEMENT . . . . . . . . . . . . . . . MISCELLANEOUS PLACEMEI�T OF MATERIAL . . . . . . . . . . . . . . . . . . . . ... . . TYPE �,C» BACKFILL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CRUSHED LIMESTONE BACKFILL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2:27 CONCRETE ......... ..................................... TRENCH EXCAVATION, BAC�FILL AND COMPACTION . . . . . . . . . . . . . . . . . PAVEMENT REPAIR (E2-19) .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TRENCH SAFETY SYSTEM F�R WATER DEPAftTMENT PROJECTS ONLY . SC-1 SC-3 SC-3 SC-4 SC-6 SC-6 SC-6 SC-6 SC-6 SC-6 SC-6 SC-6 SC-7 SC-9 SC-11 SC-11 SC-11 SC-12 SC-13 SC-13 SC-13 SC-14 SC-14 SC-15 SC-15 SC-15 SC-16 SC-16 SC-16 SC-16 SC-�6 SC-16 SC-16 SC-17 SC-17 SC-17 SC-17 SC-17 SG19 SC-19 SC-19 SC-19 SC-20 SC-20 SC-20 SC-21 SC-21 SC-21 SC-21 SC-21 SC-23 SC-23 � 1 �1 \� � ~ �� O1 \�1�1�1 ,� �I x D-52 D-53 D-54 D-55 D-56 D-57 D-58 D-59 D-60 D-61 D-62 D-63 D-64 D-65 D-66 D-67 D-68 D-69 D-70 D-71 D-72 D-73 D-74 D-75 D-76 D-77 D-78 D-79 D-80 80.1 80.2 80.3 80.4 80.5 80.6 80.7 80.8 80.9 80.10 80.11 80.12 D-81 D-82 D-83 D-84 D-85 D-86 SANITARY SEWER MANHOLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SANITARY SEWER SERVIC�S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTUSED ..............�...................................... REMOVAL, SALVAGE AND ABANDONMENT OF EXISTING FACILITIES ..... DETECTABLE WARNING TARES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PIPE CLEANING . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BARRICADES, WARNINGS AI�D FLAGMEN . . . . . . . . . . . . . . . . . . . . . . . . . . . DISPOSAL OF SPOIUFILL MA�ERIAL . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . MECHANICS AND MATERIALI�IIEN'S LIEN . . . . . . . . . . . . . . . . . . . . . . . . . . . . SUBSTITUTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PRECONSTRUCTION TELEVISION INSPECTION/SANITARY SEWER LINES . VACUUM TESTING OF SANITARY SEWER MANHOLES . . . . . . . : . . . . . . . . . BYPASS PUMPING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POST-CONSTRUCTION TELEVISION INSPECTION QF SANITARY SEWERS . SAMPLES AND QUALITY CO�ITROL TESI'ING . . . . . . . . . . . . . . . . . . . . . . . . TEMPORARY EROSION SEDIMENTS AND WATER POLLUTION CONTROL . INGRESS AND EGRESS/ ACCESS TO DRIVES . . . . . . . . . . . . . . . . . . . . . . . . PROTECTION OF TREES, PL.�,NTS AND SOIL . . . . . . . . . . . . . . . . . . . . . . . . . SITE RESTORATION . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . STANDARD PRODUCT LIST . a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STATE REVOLVING FUND (SF�F) REQUIREMEN�� . . . . . . . . . . . . .� . . . . . . . . TOPS.OIL, SODDING AND SE�DING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONFINED SPA�CE ENTRY PROGRAM . . :. . . . . .. . . . . . . . . . . . . • . • • • • . • • • SUBSTANTIAL COMPLETION 11NSPECTION/FINAL INSPECTION . . . . . . . . . . EXCAVATION NEAR TREES ,;9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONCRETE ENCASEMENT OF SEWER PIPE . . . . . . . . . . . . . . . . . . . . . . . . . CLAY DAM ...............� .................................... s ' EXPLORATORY EXCAVATION„(D-HOLEj . . . . . . . . . . . . . . . . . . . . . . . . . . . . . fNSTALLATION OF WATER FACILITI�S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . POLYVINYAL (CHLORIDE PVC) WATER PIPE . . . . . . . . . . . . . . . . . . . . . . . . . BLOCKING..............` .................................... TYPE OF CASING PIPE . . . ,� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TIE-INS ....................................................... CONNECTION OF EXISTING MAINS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VALVE CUT-INS . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WATER SERVICES . . . . . . . . :' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-INCH TEMPORARY SERVIC� LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ADJUST MANHOLES AND VAULTS (UTIUTY CUT) . . . . . . . . . . . . . . . . . . . . . ADJUST WATER VALVE BOX�S . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PURGING AND STERILIZATION OF WATER LINES . . . . . . . . . . . . , . . . . . . . , WORK NEAR PRESSURE PLANE BOUNDARIES . . . . . . . . . . . . . . . . . . . . . . . WATER SAMPLE STATION . . :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DUCTILE IRON AND GRAY IR(�°N FITTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . SPRINKLING FOR DUST CONT�iOL . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . DEWATERING . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .,. .,. TRENCH EXCAVATION FOR DEEP TRENCHES . . . . . . . . . . . . . . . . ... . . . . . TREE PRUNING ..........; ..................................... TREE REMOVAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TEST HOLES .............��,................................. . SC-24 SC-27 SC-28 SC-28 SC-30 SC-30 SC-30 SC-30 SC-31 SC-31 SC-31 SC-34 SC-35 SC-36 SC-37 SC-38 SC-39 SC-39 SC-39 SC-39 SG39 SC-40 SC-45 SC-45 SC-46 SC-46 SC-46 SC-47 SC-47 SC-47 SC-47� SC-47 SC-48 SC-48 SC-48 SC-49 SC-51 SC-51 SC-51 SC-52 SG5Z SC-52 SG53 SC-53 SC-53 SC-53 SC-54 SC-55 SC-55 04/21/99 B � ,�i-2 � � � �I � � D � D �� - S�� ,� �o��o�� FOR: MAINS 183 AND 333 DRAINAGE��AREAS SANITARY SEWER SYSTEM IM�ROVEMENTS (GROUP 6, CONTRACT 3) PAR� 2, UNITS 1& 2 FORT WORTH, TEXAS DOE PROJECT NOS. UNIT 1: 2 80, UNIT 2: 2552 SEWER PROJECT NO. PS46-0��460410240 D-1 AWARD OF CONTRACT: The City r"serves the right to, abandon without obligation to the contractor, any part of the project, or the enti� project, at any �ime before the contractor begins any construction work authorized by the City. A�ward, 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�NBE specification and �roposal section. The proposal sections are arranged to allow prospective b'dders to submit bids on one unit, some of the units, or all of the units. Award of contract(s), if m�de, shall be: to the responsive low bidder for each individual unit. If a contractor is the respo � sive low bidder on two units or more, a single set of contract documents consisting of all applica e units will be created and one single award of contract shall be made. The Contractor shall comply � ith the City's M/WBE Ordinance on each ianit. Bidders shall submit individual and separate monthly��M/WBE reports for each Unit included in the Contract. Construction time on all units will run concur�ently. For situations involving approved contracts with multiple units, the total allowable construct� n completion time period for all the units shall be the D same as the unit with the longest constructi�r��tim� period. � �� '� u !�l L�J � D-2 SUBMISSION OF CONTRACT DO UMEI�TS, CONSTRUCTION START TIME AND PRE- CONSTRUCTION SUBMITTALS: The � ontractor(s) shall exenute and return the contract documents to the Department of Engineeri g within ten (10) workir�g days after notification by the City. „ I , A Pre-Construction meeting date will be established and noted in the Letter to Contractor. The effective work order date will be set at the �Sre-cor�struction cor�fer�;nce. i The contractor(s) shall be required to start construction on the proj�ct no I�ter than ten (10) calendar working days after the pre-construction m eting date. The City shall begin to charge time on the project to the contractor eleven days after�he pre-construction m�eeting date. �e � Per City ordinance 11923, the contractor�s) shall submit the le��fers 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 compli�ce contractors are strongly encouraged to submit the executed letters of intent (with M/WBE sub�ontractors) at the tim� 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) o�k agreement(s), th� cdntractor(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. +Y Additional submittals at time of pre-construction meeting shall include (but not limited to): 0 04/21/89 Contractors Work Plan and Schec{�ale Disposal Site for Waste Material Information '�C-3 � � Q�Rfi � � �P��M�4L� �Ot��l�`MOI�S Sub-Contractor ldentification �r Trench Safety Design (if required� Confined Space Entry Program .g � f�ame and number of a responsible person for off hour emergencies Project schedule which must ref(ect a project completion date to be completiorl time period stipulated`in the proposal section. � � determined by the a � The pre-construction conference is intendLd as a forum befinreen the contractor and the appropriate City staff to go over the project in detail a�d 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 will st�rt to accumulate. ➢ ,. D-3 GENERAL: � i 9 The order or precedence in case of conflicts or discrepancies between various parts of the Contract Documents subject to the ruling of the" �'� gineer shall generally, but not necessarify, follow the guidelines listed below: ,�„ Plans u; Contract Documents Special Conditions � � The following Special �Conditions stiall b�e applicable to this project and shall govern over any conflicts with the General Contract Docurr��nts under the provisions stated above. The Contractor shall be' responsible for defects in this project due to fau'Ity materials and vVorkmanship, or both, for a period of one (1) year from date of final '�acceptance of th'is project by the City Council of the City of Fort Worth and will be required to repl�ce at his expense any part or all of this project which becomes defective due to the.se causes. �; The City reserves the right to abandon, witliout 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 a��iescribed in "Award of Contract" above. Subject to modifications as herein contain�ci, the Fort Worth �l1/�ter Department's General Contract Documents and General Specifications, �� ith latest revisions, are made a part of the General Contract Documents for this project. The ��ans, these Special Contract Documents and the rules, regulations, requirements, instructions, dr�wings or details referred to by manufac4urers name, or identification include therein as specifying, referring or implying product control, performance, quality, or other shall be binding upon th�;contractor. The specifications and drawings shall be considered cooperative; therefore, worl� or material called for by one and not shown or mentioned in the other shall ,be accomplished or furnis�ed in a faithful manner as though required by all. e� Any Contractor performing any work on Fc��t Worth water or sanitary sewer facilities must be pre- qualified with the Water Department to pert�rm such work in accordance with procedures described in the current Fort Worth Water Departme�t General Specifications, which general speeifications shall govern perFormance of all such work. ; 04/21/39 �C-4 � � � � �, �� . s��c��. �o��N�NQ�s This contract and project, where applicabl�° may also be gove�ned by the two following published specifications, except as modified by thes�� Special Provisions: STANDARD SPECIFICATIONS FOR S�TREET AND STORM DRAIN CONSTRUCTION - CITY OF FORT WORTH STANDARD SPECIFICATIONS FOR P{�BLIC WORKS CONS'�RUCTION - NORTH CENTRAL TEXAS A copy of either of these specifications m��r be purchased at the office of the Transportation and � Public Works Director, 1000 Throckmorton �StreeY; 2nd Floor, Municipal Building, Fort Worth, Texas 76102. The specifications applicable to each pay item are indicated by the call-out for the pay item by the designer. If not sh'own, then applica le published specifications in either of these documents D • may be followed at the discretion of the C�ntractor. General Provisions shall be those of the Fort Worth document rather than Division 1 of the North Central Texas document. D Bidders shall not separate, detach or `remove any portion, segment or sheets from the contract document �at any time. Failur� to bid or fully execute contract without retaining contract documents intact may be gro ��nds for designating bids as "non-responsive" and rejecting bids or voiding contract as ap�iropriate as determined by the City Engineer. D �� J I� ,� � L�J u � L�J Ci INTERPRETATION AND PREPARATION i�F PROPOSAL: DELIVERY OF PROPOSAL: No proposal Vvill be considered unless it is delivered, accompanied by its proper Bid Security, to the PurchasI'�g Manager or his representative at the official location and stated time set forth in the "Notice f� Bidders". It is the Bidder's sole responsibility to d'eliver the proposal at the proper time to tl�e proper place. The mere fact that a proposal was dispatched will not be considered. The �idders must have the proposal actually delivered. Each proposal shall �e in a sealed envelo �� plainly marked with the word "PROPOSAL", and the name or description of the project as d�signated in the "Notice to Bidders". The envelope shall be addressed to the Purchasing Manager, City of Fort Worth Purchasing Division, PO Box 17027, Fort Worth, Texas 76102. , WITHDRAWING PROPOSALS: Propos��s actually filed with the Purchasing Manager cannot be withdrawn prior to the time set for op�ning 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 read aloud, t�ie proposals for which non-consideration requests have been properly filed mav, at the option��f the Owner be returned unopened. ' TELEGRAPI�IC MODIFICATION OF Pf�OPOSALS: Any bidder may modify his proposal by telegraphic communication at any tim�prior to the time set for opening proposals, provided such telegraphic communication is receive by the Purchasing Manager prior to the said proposal opening time, and provided further, that the City Mana�er is satisfied that a written and duly authenticated confirmation of such tel�graphic 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 op„ening time, no further consideration will be given to the proposal. i1 04/21/89 SC-5 C�� T17 \� � ~ ��V�� 7 \��7 \� D-4 TAX EXEM�TIONS: This contractpis issued by an organization which qualifies for exemption pursuant of the provisions of Article 20.04�F) of the Texas Limited Sales, Excise and Use Tax Act. All equipment and materials not consum d by or incorporated into the project construction, are subject to State sales tax under House Bi� 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 befinreen labor and material costs prior to execution of'the contract. 'S D-5 PROJE�T DESIGNATION: Cot�struction under these Special Documents shall be performed under the Project Designation�, Project No. PS46-07046410260 �, , D-6 EQUAL EMPLOYMENT PROVISIOyNS: Contractorshall complywith 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 emp,loyment practices. 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 Ftlrt 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 Offi �er. D-7 PRE-CONSTRUCTION CONF:ER�NCE: Before the. project work order is issued, a pre- construction conference shall be held with; �epresentatives of the following agencies present: City Engineering Department, City Water Dep�'rtment, City Public Works Department, other interested City Departments (such as Traffic), interested utility companies (such as gas, telephone, and electric), Design Engineer and the successful Contractor. Contractor shall submit a schedule of operations at the pre-construction conference. D-8 COORDINATION MEETINGS: ForScoordination purposes, weekly meetings at the job site may be required to maintain the project on a�he desired schedule. The Contractq,r shall be present at all meetings. ' fi D-9 PROJECT ABANDONMENT: 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. D-10 BREAKDOWN OF BID PROPOSAL: When requested by the Engineer, the Contractor shall furnish a cost breakdown of those bid items shown in the Proposal as lump sum items. This information is for use in the preparation of`a recommendation to the City for award of contract. � D-11 INDEMNIFICATION: The Contractor agrees to fully indemnify and save whole and harmless the City, Owner and Engineer from all cos#'�S or damages arising out of any real or asserted claim or cause of action against it of any ki„nd or character and in addition from any and all costs or damages arising out of any wrongs, injurie��.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 agents, servants and emplo�rees. The Contractor further, agrees to comply with''all applicable laws, regulations, ordinances, b�ilding 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 Government and shall protect such �nrork with all necessary lights, barriers, safeguards and warnings as are provided for in said specifi�ations and in the ordinances of said City. oart��ss S�-6 ,� � � �I � � ��- � - sP��,� �o��Mo�s � D-12 CONTRACTOR COMPLIANCE WITI� WORKER'S COMPENSATION LAW: Definitions: Certification of coverage ("certificate"). ,A copy of a certificate of insurance, a certificate of authority to self-insure issued by th� commission, or a coverage agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84)��showing statutory workers' compensation insurance coverage for" the person's or entity's employees providing services on a project, for the duration of the project. DDuration of the project - includes the time from the beginning of the work on the project until the contractor's/person's work on the �roject has been completed and accepted by the governmental entity. DPersons providing services on the project ("subcontractor" in §406.096)- includes all persons or entities performing all or part of the s�rvices the contractor has undertaken to perform on the D project, regardless of whether tha� person contracted di�ectly with the contractor and regardless of whether that persori� has employees. This includes, without limitation, independent contractors, subcontr�ctors, leasing companies, motor carriers, owner D operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "�ervices" include, without limitation, providing, hauling, or delivering equipment or material�, or providing labor, transportation, or other services D related to a project. "Services" doe� not include activities unrelated to the project, such as food/beverage vendors, office supp��r deliveries, and delivery of portable toilets. � � ,J � J J � � B. The Contractor shall provide coverage,i ased on proper reporting of classification codes and payroll amounts and filing of any covera e agreements, which meets the statutory requirements of Texas Labor Code, Section 401.011( ;4) or all employees of the Contractor providing services on the project, for the duration of the pKoject. � C. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. D. If the coverage period shown on the corltractor's current certificate of coverage ends during the duration of the project, the contractor r�ust, prior to the end of the cover,age period, file a new certificate of coverage with the gove�nrr)ental entity showing that coverage has been extended. E. The Contractor shall obtain from each �erson providing services on a project, and provide the � governmental entity: " 1. A certificate of coverage, prior t� that person beginning work on the project, so the governmental entity will have on , ile certificates of coverage showing coverage for all persons providing services on the roject; and 2. No later than seven days after r eipt by the contractor, a new certificate of coverage showing extension of coverage, if „�he coverage period shown on the current certificate of coverage ends during the duratior�'aof the project. ^� F. The contractor shall retain all required �ertificates of coverage forthe duration of the project and J for one year thereafter. � 04/21/99 'S C-7 � Q�� - sQ��N�,�. �o��r�o�s G. The contractor shall notify the gove�nmental 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 �overage of any person providing services on the project. � H. The contractar shall post on each project site a notice, in the �ext, 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 requ�re each person with whom it contracts to provide services on a project, to: � 1. Provide coverage, based on prop�r reporting on classification codes and payroll ar�iounts 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; " P� 2. Provide to the Contractor, prior to tF�at person beginning work on the project, a•certificate of coverage showing that coverage is•�eing provided for all employees of the person providing services on the project, for the dur`�tion of th� project; 3. Provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension o.f coverage, if fhe coverage period shown on�the current certificate of eoverage ends during the duration�"of the project; � 4. Obtain from each other person witt� whom it contracts, and provide to the Contractor: . ^s a.) A certificate of coverage, prior to the athe� person be"ginning work on "the project; and b.) A new certificate of co"verage s�howing extension of coverage, prior to the end of the coverage period, if the covera�e period shown on the current certifiicate of coverage ends during the duration of therproject. i 5. Retain all required certificates of cOyerag� on file for the duration of the project and for one year thereafter. ; � Notify the governmental entity in writin by certified mail or personal delivery, within ten (10) days after the person knew or shoul� have known, of any change that materially affects the provision of coverage of any perso�i providing services on the project; and 7 E� 04/21/99 Contractually require each person� with whom it contracts, to' perform as required by paragraphs (1)-(7), with the certificates of coverage to be provided to the �person for whom they are providing services. By signing this contract or providing�or causing to be pfovided a certificate of coverage, the contractor is representing to the gov�rnmental entity that all employees of the contractorwho will provide services on the project vi�ill 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 S`C-8 � : � � � � � i QAR� � = SQ� �� 1�1L �ON�MfiMO1�S the appropriate insurance carrier or, i� the case of a,self-insured, with the commission's Division of Self-Insurance Regulation. Qroviding false or misleading information may subject the contractor to administrative, criminal, civil penalties or other civil actions. 9. The contractor's failure to cdmply with �ny of these provisions°is a breach of contract by the contractor which entitles the governme�tal entity to declare the contract void if the contractor does not remedy the breach within t n days after receipt of notice of breach from the governmental entity. �� . D The contractor shall post a notice on each project site informing all persons providing services on the project that they are required to be c�vered, and stating how a person may verify current coverage and report failure to provide c er�ge. This notice does not satisfy other posting � requirements imposed by the Texas W�rker's Compensation �ct or other Texas Worker's Compensation Commission rules. This nd�ice must be printed with a title in at least 30 point bold type and text in at least 19 point normal ty'�e, and shall be in both English and Spanish and any D other language common to the worker po�ulation. The text fmr the notices shall be the following text, without any additional words or char,�ges: � � D �'' L� � "REQUIRED WORKER'S COMPENSATION COVERAGE The law requires that each person �wor�Cing on this site or providing services related to this construction project must be covered ��r 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." Call the Texas Worker's Compensation C�ommission 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 BUSI � ESS ENTERPRIS�E (M/WBE) COMPLIANCE: In accordance with City of Fort Worth Ordinar��e No. 11923, the City of Fort Worth has goals for the participation of minority business enterpris�s and women business enterprises in City contracts. The Ordinance is incorporated in these spe�cifications by reference. A copy of the Ordinance may be obtained from the Office of the City Se�retary. Failure to comply with the ordinance shall be a material breach of contract. � The M/WBE UTILIZATION FORM, M/WBE,�GOALS WAIVER FORM AND GOOD FAITH EFFORT FORM, as applicable, must be �ubmitted within five (5) city business days after bid opening. Failure to comply shall render the bid non-responsive. � !■J � i� Upon request, contractor agre�s to provid� the City complete and accurate information regarding actual work performed by a Minority or Wdmen Business Enterprise (M/WBE) on the contract and payment thereof. Contractor further agre�s to permit an audit and/or examination of any books, records or files in its possession that will s�ibstantiate the actual work performed by an MBE and/or WBE. The misrepresentation of acts ��ther than a negligent misrepresentation) and/or the commission of fraud by the Contractor will b�e grounds for termination of the contract and/or initiating action under appropriate federal, state, c�r local laws or ordinances relating to false statement. Further, any such misrepresentation (othe�; than a negligent misrepresentation) and/or commission 04/21/J9 S C-g �J PAR1` � _ �PE�MAL �ON�MfiIONS r of fraud will result in the Contr,actor��eing 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 p�rformance regarding its M/WBE program in the evaluation of bids. Failure to comply with the City`s M/WBE Ordinance, or to demonstrate "good faith effort", shall result in a bid being rendered non,:;responsive to specifications. Contractor shall provide copies of subco�ntracts or co-signed letters of intent with approved MNVBE 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/VVBE office. The Contractor may count�first and seco�d tier subcontractors and/or suppliers toward meeting the goals. The Contractor m�y count towar�( its goal a portion of the total dollar amount of the contract with a joint venture equal to the percent�ge of the M/WBE participation in the joint venture for a clearly defined portion of the work to be;performed. All M/WBE contractors used in meeting the goals must be certified prior to the aw�rd of the Contract. The M/WBE contractor(s) must be certified by either the North Central Te�Cas Regional Certification Agency (NCTRCA) or Texas Department of Transportation (TxDOT), Hrighway Division and must be located in the nine (9) county marketplace at time of bid. The Contract�� 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/WBE 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 shall be given an opportunity to perform the wo�k. Whenever a change order exceeds 10% of the original contract, 'the M/WBE coordinator shall de�ermine the goals applicable to the work to be performed under the change order. ;� During the term of the contract the contract shall: Make no unjustified changes or deletions in it's M/WBE participation commitments submitted with or subsequent to the bid, an� If substantial subcontracting and/or s�bstantial supplier opportunities arise during the term of the contract which the contractor h,ad represented he would perform with his forces; the contractor shall notify the City befbre subcontracts or purchase orders are let, and shall be required to comply with modificati�ns to goals as determined by the City, and , Submit a REQUEST FOR A•PPROVAL;OF CHANGE FORM, if the contractor desires to change or delete any of the M/WBE subcdntractors or,suppliers. Justification for change may be granted for the following: al � Failure of Subcontractor to provide evidence of coverage by Worker's Compensation Insurance. ' Failure of Subcontractor to provide:,required general liability of other insurance. „ .� �A Failure of Subcontractor to execute a standard subcontract'form in the amount of the proposal used by the, Contractor in preparing his M/V1/BE Participation plan. o4�z��s S,C-10 d ,, � 1� D *J � C1-1.24 Calendar Dav: A Calendar'day is any day of the week or month. The Contractor will not be allowed to work on Sund�ys or any holidays observed by the City of Fort Worth. p D-15 SUBSIDIARY WORK: Any and all w�rk specifically governed by documentary requirements for the project, such as conditions imposed by the Plans, the General Contract Documents or these Special Contract Documents, in which no sp�cific item for bid has been provided for in the Proposal, � shall be considered as a subsidiary item of �lvork, the�cost of which shall be included in the price bid in the Proposal for each bid item. Surfac�'restoration, removal and replacement of fencing, and cleanup are general items of work which f 41 in the category of subsidiary work. - � �� '��I � ��I ��, I C �I � Q��r � - s� ��. �o��M��o�s Default by the M/WBE subcontracto� or supplier in the performance of the subcontractor. Within ten (10) days after final pa�lment from the City, the contractor shall provide the M/`dVBE Office w�th documentation �o reflect final participation of each subcontractor and supplier used on the project, inclusi�{e of M/WBEs. D-14 CALENDAR DAY: Delete paragrap� C1-1.24, in Part C-General Conditions, in its entirety and substitute the following new paragrapli; D-16 WAGE RATES: The labor classific�tions and minimum wage rates set forth herein have been predetermined by the City Council of the City of Fort Worth, Texas, in accordance with statutory requirements, as being the prevail'ng classifications and 'ra�es that shall govern on all work pertormed by the Contractor or any Sub��ntractor on the site of the project covered by these Contract Documents. In no event shall less than the following rates of wages be paid. (Attached�� CLASSIFICATION Air Tool Operator Asphalt Raker Asphalt Shoveler Batching Plant Weigher Batterboard Setter Carpenter Concrete Finisher (PAV) Concrete Finisher (STRS) Concrete Rubber Electrician Flagger Form Builder (STRS) O ao4�„�9 � ,CITY �F FORT WORTH HIGHW�Y CONSTRUCTION PREVAILIN� WAGE RATE FOR 1995 RATE CLASSIFICATION RATE $7.554 $8.565 $8.255 $9.371 $8.920 $9.447 $9.345 $9.058 $7.733 $12.761 $5.598 $8.717 Form Liner Form Setter (Pav & Curb) Form Setter (Structures) Laborer, Common 1e Laborer, Utility Mechanic Oiler Servicer Piledriver Pipelayer ; Blaster � � SC-11 ` $8.913 $8.686 $8.427 $6.402 $7.461 $10.658 $8.698 $8.104 $7.500 $8.509 $11.333 a Q�� . V�� CLASSIFICATION RATE CLASSIFICATION 0 POWER EQUIPMENT OPERATORS Asphalt Distributor $8.404 Asphalt Paving Machine $9.053 Broom or Sweeper Operaxor $7.908 Bulldozer, �150 HP or Less $8.703 Bulldozer, Over 150 HP $9.160 Concrete Paving Curing Mach$8.213 Concrete RPav Finishing Mach.$9.453 Concrete Paving Form Grader$8.500 Concrete Paving Joint Ma�ch. $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, Derr�ck, Dragline, Shovele (Less than 1 '/2 cy) $9.513 Crane, Clamshell,, Backhoe, Derrick, Dragline, Shovel" (1'/Zcy&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 F.ront Ent Loader (2 '/2 CY or Less) $8.823 Front Ent Loader (Over 2 '/Z CY) $9.311 Hoist (Double Drum & Less) $8.917 Milling Machine Operator $6.650 Mixer (Over 16 CF) $9.000 Mixer (16 CF & Less) $7.913 Mixer - Concrete Paving $9.500 Motor Grader Operator (Fine Grade) $10.346 Motor Grader Operator $9.891 Pavement Marking Machine $6.402 RATE .O a Posthole Driller Operator $9.000 Roller, St�el Wheel �� (Plant-Mix Pavements) � $8.339 ' Roller, Steel Wheel , (Flfitwheel or Tamping) $7.963 , Roller, Pneumatic Self-Pro $7.403 � Scraper - 17 CY & Less $8.138 �� Scraper - Over 17 CY $8.205 Side Boom $7.793 ' Tractor - Crawler Type , (150 HP & Less) $8.448 Tractor - Crawler Type � � (Over 150 H P) $8.873 � Tractor - Pneumatic - $7.735 '" Traveling �Mix�r $7.615 ma Trenching Machine - Light $8.188 •, • Trenching Machine - Heavy $12.498 Wagon-Drill, Boring Machine $9.000 y Reinforcing Steel S�tter ',° (Paving) $9.218 Reinforcing Steel Setter �d (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 Gro`und) $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 �briver - Winch $8.200 � Vibrator Operator $7.000 ,� Welder $10.459 D-� 7 EASEMENTS AND PERMITS: The�erformance of this contract requires certain temporary construction and/or right-of-entry agreeme ts to perform work on private property. The City has attempted to obtain the temporary construction and/or right-of-entry agreements for properties where construction activity is necessary or�;City owned facilities, such as sewer lines or manholes. For locations where the City was unable ta obtain the easement or right-of-entry, it shall be the 04/21/99 � � SC-12 i ' � � Q��'�` � � �Q�VM�1�. �oi��M'�N��S � Contractor's responsibility to obtain the agreement prior to begirining work on subject property. This shall be subsidiary to the contract. The agr'eements which the City.has obtained are available to � the Contractor for review by contacting the plans desk at the Department of Engineering, City of Fort Worth. Also, it shall be the responsibility of tf�e 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 requireme�ts of Paragraph C6-6.10 of the General Contract Documents. 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. •l � � 'The easements and/or private property shall be cleaned up after use and restored to its original condition or better. In event additional work room is required by the Contractor, it shall be the Contractor's responsibility to obtain written permission from the property owners involved for the use of additional property required. No additior�al payment will be allowed for this item. D-18 COORDINATION WITH FORT WORTH WATER DEPARTMENT: During the construction of this project, it will be necessary to deacti�ate, for a period of time, existing lines. The Contractor shall be required to coordinate with the �, Water Department to determine the best times for deactivating and activating those lines. - D-19 DAMAGE TO PRIVATE PROPERTY: The Contractor shall immediately repair or replace any damage to private property, including but not limited to fences, walls, pavement and water and sewer services, at no cost to the Owner. This shall be subsidiary to the contract and not a separate pay item. � D-20 SHOP DRAWINGS: Shop drawingsshall be submitted by the Contractor to the Construction Engineer, for•all equipment and materials �pr this project. Contractor shall submit seven (7� copies of shop drawings, layouts, manufacturer's �ata and material schedules as may be required by the D Engineer for his review. Such review�� by the� Engineer shall include checking #or general conformance with the design concept of th� project and general compliance with information given in the General Contract Documents. Indic�ted action by the Engineer, which may result from his review, shall not constitute concurrence wit�i any deviation from the plans and specifications unless D such deviations are specifically identifiedx by the method described below, and further shall not relieve the Contrac�or of responsibility for errors or omissions in the submitted data. Processed shop drawing submittal are not change orders. The purpose of submittals, by the Contractor, is to � demonstrate that the Contractor understands the design concept, and that he demonstrates his understanding by indicating which equipm�,ent 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 befinreen submittals and the de��gn drawings and/or specifications are discovered, either prior to or after submittals are processed, t e design drawings and specification`s shall govern. The Contractor shall be responsible for all dim'�nsions which are to be confirmed and correlated at the � job site, fabrication processes and technic�ues 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 signif�es compliance with the plans and specifications and dimensions suitable for the application. Aray deviation from the specified criteria shall be expressly stated in writing in the submittal. :.J Shop drawings shall be submitted for the�fiollowing items prior to installation: All pipe � oarz��ss SC-13 � P�f�fi � = S�PE�I�A� �ON�IfiIONS Reinforced steel fabrication for structures� Cast Iron structural appurtenances �� e Shop drawings must be approved by the �ngineer prior to the start of work. a D-21 CROSSING OF EXISTING UTILITI�S: Where a proposed water line crosses over a sanitary sewer or sanitary sewer service line and/q�r proposed sewer line crosses over a water line and the clear vertical distance is less than 9 feet b�r',rel 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,�ngineer. The material for sanitary sewer mains and sanitary sewer laterals shall be Class 51 D�ctile Iron Pipe with polyethylene wrapping. The material for sanitary sewer service lines shall be ex��a strength cast iron soil pipe with polyethylene wrapping. Adapter fittings shall be a urethane or n�oprene coupling ASTM C-425 with series 300 stainless steel compression straps. � Payment for work�such as backfill, fittings, �ie-ins and all other associated appurtenances required, shall be included in the linear foot price o��the appropriate bid item. e D-22 EXISTING UTILITIES AND IMPROVEMENTS: The plans show the locationsof all known surface and subsurface structures. Howeyer, the Owner assumes no responsibility for failure to show any or all of these structures on thg Plans, or to show them in their exact location. It is mutually agreed that such failure shall notLbe considered sufficient basis'for claims for additional compensation for extra work or for increasjng the�pay quantities in any manner whatsoever. ., The Contractor shall be responsible for ve�ifying 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, pr'ote�tion, relocation, and/or temporary relocation of all utility poles, gas lines, telephone cables, utility�lservices, 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 a� damages done to such existin� facilities as a result of his operations and any and all cost incurr�`d 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. + �e � . �q 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 pl�ns, at his own cost and expense. The Contractor shall immediately notify the Owner of the dama�ed utility or service line. He shall cooperate�with the Owners of all utilities to locate existing unde�grour�d facilities and notify the Engineer of any conflicts a in grades and alignment. �, Any and all permanent structures such as �arking lot surface, fencing, and like structures shall be replaced at no cost to the City by material of equal value and quality as that damaged. � In case it is necessary to change or move tli� property of any Owner of a public utility, such property shall `not be moved or interfered with until ordered to do so by the Engineer. The right is reserved to the owner of public utilities to enter uporf�the limits of the project for the purpose of making such changes or repairs of their property that ma�r be made necessary by performance of this contract. The utility lines and conduits shown on the.plans are for information only and are not guaranteed � oarz��ss S�-14 ,� � � J D J � Q !'� PAR�` � - SPE�M�A� �ON�ITIONS by the City of the Engineer to be accurate as t� extent, location, and depth; they are shown on the plans as the best information available at the tir�ie 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 capac��ty of the pipe under shallow bury conditions. It will be the responsibility of the Contractor to protec�� both the new line and the existing lines from these possibly excessive loads. The Contractor sh�ll not, at any time, cross �he existing or new pipe with a truck delivering new pipe to the site. Anv cl�maae to the existing or new pipe will be repaired or replaced by the Contractor, at the Contracto�s expense, to the satisf�ction of the City. In locations where it is not permissible to cr�ss the existing or proposed pipes without additional protection the Contractor may elect to pro�ide additional protection of the pipes so that more frequent crossings of the pipes are allowed. � t still is, however, the responsibility of the Contractor to repair any damage to the existing or propo ed lines, if the damage results from any phase of his construction operation. D-24 TRAFFIC CONTROL: The Contracto� shalf be responsible for providing traffic eontrol dunng the construction of this project consistent wit� the provision set forth in the "1980 Texas Manual on D Uniform Traffic Control Devices for Streets a��d Highways" issued under the authority of the "State of Texas Uniform Act Regulating Traffic or�!Highways," codified as Article 6701d Vernon's Civil � Statutes, pertinent sections being Section N�Os. 27, 29, 30 and 31. In addition, the Contractor shall comply with City of Fort Worth, Texas, Febr'i.iary 1979, Traffic Control Handbook for Construction and Maintenance Work Areas. � The Contractor will not remove any regulator� sign, instructional �sign, street name sign or other sign which has been erected by the City. If it r� determined that a sign must be removed to permit required construction, the Contractor shall �ontact the Transportation/Public Works Department, OSigns and Markings Division, (Phone Nu�ber 871-8100) to remove the sign. In the case of regulatory signs, the Contractor must replace the permanent sign with a temporary sign meeting the requirements of the above-referenced mar�.�al and such temporary sign must be installed prior to � the removal of the permanent sign. If the ��mporary 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 v��rork is completed to the extent that the permanent sign D can be reinstalled, the Contractor shall ag�n contact the Signs and Markings Division to reinstall the permanent sign and shall leave his tem� rary sign in place until such reinstallation is completed. J J � � � The Contractor shall fumish barricades��lares, etc., for the protection of the public and the work. „ F 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 comp'ensation will be allowec�. �F The Contractor shall furnish a traffic co �ro plart to the City at the pre-construction meeting. The cost for traffic control shall be sub�idi ry to the unit prices for this project. D-25 PAYMENT: Payment for all work �nd material involved in salvaging, abandoning, and/or removing of existing facilities shall be inc�uded in the linear foot bid price of the pipe except as follows: ' � � 04/29/J9 �C-15 J 1 �1 \� � ~ �1 �� 1 \�1�fO1 \� Separate payment will be made for r,�moval of all fire hydrants, gate valves 16-inch and larger, and sanitary sewer manholes re�ardless of location. Payment will be made for salvaging, abandoning, and/or removing of all other existing facilities when said facilit�r is not being re�laced in the same trench, i.e., when removal requires a separate trenching operation. '"' D-26 DELAYS: The Contractor shall r�ceive no compensation for delays or hindrances to the work, except when,direct and unavoidab�e extra cost to the Contractor is caused by the failure of the City to provide information or materia�, 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; anc� the a�fion thereon by the�Council shall be final and binding. If delay is caused by specific orders given �y 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'�ubject to the approval of the City Council; and no such extension of time shall release the Contr�ctor or the surety on his performance bond from all his obligations hereunder �ivhich shall remain�in full force until the discharge of the contract. p 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 SI�NS: Barricades, waming and detour signs shall conform to the Standard Specifications "Barriers and Warning and/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. I�o. 1" or latest edition �there of. R„ D-29 EXAMINATION OF SITE: It shall be the responsibility of the prospective bidder to visit the project site and make such e�caminations,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 tb adjacent privat� and public properties, procedures for protecting existing improvements and �isposition of all materials to be removed. Proper consideration should be given to these deta�ls during the preparation of the Propos,al and all unusual conditions which may give rise to later contingencies should be brought to the attention of the Owner prior to the submission of the Proposal. D-30 ZONING COMPLIANCE: During the construction of this project, the Contractor shall comply with present zoning requirements of the City of Fort Worth in the use of vacant property fo� storage purposes. A D-31 WATER FOR CONSTRUCTION: V�(ater for construction will be furnished by the Contractor at his own expense; ', D-32 WASTE MATERIAL: All waste maferial shall become the property of the Contractor and shall be disposed of by the Contractor at lo�ations approved by the Engineer. All material shall be disposed of in such a manner as to presen�r,a neat appearance and to not obstruct proper drainage or to cause injury to street improvements �r to abutting property. oarr��ss ' S (�-16 � '�� i� I�I '� � ' � �. - ��fi � - s�� o��r�o�vs D-33 CLEANUP FOR FINAL ACCEPTAN�E: Final cleanup work shall be done for this project as soon as all construction has, been compl ted. No more than seven days shall elapse after completion of� construction before fhe roa�way, right-of-way, or easement is cleaned up to the satisfaction of the Engineer. The Contract�or shall make a final cleanup of all parts of the work before acceptance by the City of Fort W rth or its representative. This cleanup shall include removal of all objectionable rocks, pieces � 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 shall be given by the City of Fort Worth Department of Engineering. " D-34 PROPERTY ACCESS: Access to ��ijacent property shall be maintained at all times unless otherwise directed by the Engineer. , D-35 CONSTRUCTION SCHEDULE AN�� SEQUENCING OF INORK: Prior to executing the Contract, it shall be the responsibility of the ontractor to furnish a schedule outlining the anticipated time for each phase of construction with arting and completion dates, including sufficient time being allowed for cleanup. D-36 SAFETY RESTRICTIONSe - WO�.K NEAR HIGH VOLTAGE LINES: The • following procedures will be followed regarding the subject item on this contract: D A warning sign not less than five inches by seven inches, painted yellow with black letters that are legible at finrelve 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 fol ows: "WARNING'°- UNLAWFUL TO OPERATE THIS D EQUIPMENT WITHIN SIX FEET C��' HIGH VOLTAGE LINES." , D Equipment that may be operated within�,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. � �J •J � � ■J When necessary to work within six feeb of high voltage electric lines, notification shall be given the power company (Texas Utility E�ctric) who will erect temporary mechanical barriers, de- energize the lines, or raise or lowe, the lines. The work done by the power company shall not be at the expense of the City of„'�ort Worth. The notifying department shall maintain an accurate log of all such calls to Te�as Utility Electric, and shall record action taken in each case. The Contractor is required to make arrangements with the Texas Electric Service company for the temporary relocation or raisinc�; of high voltage lines at the Contractor's sole cost and expense. 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 RE�SPONSIBILITY FOR DAMAGE CLAIMS: The Contractor covenants �'j and agrees to indemnify, hold harmless a�d defend the City, and their officers, agents servants or ".� employees, and/or owners of the units and lot abutting the units in this contract from and against any and all claims for damages or injurie�, including death, to any and all persons or property, of � oarz��ss �C-17 � �� ~ �7 rI �� 7 •��7 \� A :9 whatsoever kind of character, whether real or asserted, arising out of or incident to the services relating to the project to be performed+l 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 their officers, ag��nts, senrants or employees; and said Contractor does hereby covenant and agree to assume all I�ability and responsibility of City for injuries, claims or suits for damages to any and all persons or pro�erty; of whatsoever kind or character, occurring during the term of ttiis agreement and arising out of or by reason of service, covenants or agreements performed. by said Contractor, its officer�� agents, servants or employees. Contractor likewise covenants and agrees to, and does herebX� ,indemnify and hold harmless the City frorn and against any and all injuries or damages to property;of City during the performance of any of the terms and conditions of this Contract, whether arising�ut of or in connection with or resulting from any and all acts or omissions of the City, their officers, gents, servants, or employees, or caused by negligence on the part of City, or their officers, agents„�ervants employees and/or owners of the units and Iots abutting the units in this contract. ;r� In the event a written claim for damages against the Contractor 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 Departme°ht of Engineering for a period of 30 days after the date of such final inspection, unless the ContFactor shall submit written evidence satisfactory to the Directorthat 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 enti�led to a semi-final payment for work completed, such semi-final payment to be in �n amount equ�l to the total dollar amount then due less the dollar value of any written claims pending agairist the �ontractor 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 p��rment to a Contractor against whom such a claim for damages is outstanding for a period of six ri�onths following the date of the acceptance for the work performed unless the Contractor submits evidence in writing satisfactory to the Director that: I The claim has been settled and a release has been obtained from the claimant involved, or �� .� Good faith efforts have been made to se#tle such outstanding class, and such good faith efforts have failed. �� If condition (1). above is met at any time wit�hin the six-month period, the Director shall recommend that the final payment to the Contractor b� made. If condition (2) above is met at any time within the six-month period, the Director may recommend that the final payment to the Contractor be made. At the�expiration of the six-month p�:riod, the Director may recommend that final payment be made if all other work has been performed and all other obligation of the Contractor have�been met to the satisfaction of the Director. The Director may, if he deems it appropriate, refuse to accept bids on other Department of Engineering contract work from a Contract�r against whom a claim for damages is outstanding as a result of work perFormed under a City cohtract or under a developer-let contract for City of Fort Worth street and/or storm drainage faciliti��. . � oarr��ss SC-18 � � � � !J � � . 7 Tl7 \� �O ~ V7 ��7�1� V�7 \��O��Otl D-38 SANITARY FACILITIES FOR WORK�RS: The Contractor shali provide all� necessary sanitary conveniences for the use of workers a� the project site. Specific attention is directed to this requirement. �� D-39 LEGAL RELATIONS AND RESPO ��51BILITIES TO THE PUBLIC: The Contractor's particular attention is directed to the re irements of Item C-6-6, "Legal Relations and Responsibilities to the Public" of the Fort Wo h General Conditions. D-40 RIGHT TO AUD(T: Contractor agrees that the City shall, until the �xpiration of three (3) years �after final payment under this contract have access to and the rig, t to examine and° photocopy any directly pertinent books, documents, papers and records o� the Contractor invplving transactions relating to this contract. Contractor agrees that the City��hall have access during normal working hours to all necessary Contractor facilities and shall �e provided adequate and appropriate work space in order to conduct audits in compliance w4�h the provisions �f this section. The City shall give Contractor reasonable advance notice of intended audits. � Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City sl�all, under the expiration of three (3) years after final payment under the subcontract, have a��cess to and the ri�ht to examine and photocopy any � directly pertinent books, documents, papers and records of s�ch subcontractor, involving transactions to the subcontract, and furt��er, that City shall have access during normal working hours to all subcontractor facilities, and s all be provided adequate and appropriate work space, Q in order to conduct audits in complia ce with the provisions of this article together with subsection (c) hereof. City shall give bcontractor reasonable advance notice of intended audits. I�� i� � I�l I�J Contractor and subcontractor agree to photo�opy such documents as may be requested by the City. The City agrees to reimburse Contractoi� for the cost of copies as follows: copies and under - 10 cents per page more than 50 copies - 85 cents for the f,jrst page plus fifteen cents for each page thereafter D-41 INCREASE OR DECREASE IN QU�NTITIES: The quantities shown in the proposal are approximate. It is the Contractor's sole P�esponsibility to verify all pay item quantities prior to submitting a bid. ' When the quantity of the work to be done ,�r materials to be f.urnished under any pay item of the contract is more than 125% of the quantit�j stated in the cont�act, 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 furnis,hed under any pay item of the contract is less than 75% of the quantity �tated in the contract, whether stated by Owner or by Contractor, then either party to the contracf� upon demand, shall be entitled to negotiate for revised � consideration on the portion of work bel w 75% of the quantity stated in the contract. This paragraph shall not apply in the event Ow�ier deletes a pay item in its entirety from this contract. �' 04/21/J9 S�C-19 n d" PARfi. � _. ��E�1�4�. �OI��ITIO�S � � In the event Owner and Contractor are u�iable to �gree on a negotiated price, Owner and Contractor agree that the consideration will be they'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 Dep�rtment of Engineering and approved by the City Council after said work is completed, subject to all other c8nditions of the contract. As used herein, field cost of the work will include the cost of all workrrien, forem�n, time keepers, mechanics and laborers; all materials, supplies, trucks, equipment rental for such time as actuall� 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, puf�lic liability, Workers Compensation and all other insurance required by law or by ordinance. The Dir,ector of Department of Engineering will direct the form in which the accounts of actual field cost v�rill be kept and will recommend in writing the method of doing the work and the type and kind of equipment to be used, but such work will be performed by the Contractor as an independent Contra�tor 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 p�fice expense, and all other elements of cost and expense not embraced within the actual field cos��as herein specified. Upon request, the Contractor shall provide the Director of Department of En�ineering access to all accounts, bills and vouchers relating thereto. � D-42 CUTTING OF CONCRETE: Wh�� existing concrete is cut, such cuts shall be made with a concrete saw. All sawing shall be subsid�ary to the unit cost of the respective item. - 9 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 addition to the 4' x 8' project signs, project signs shall be attached to barricades used where manhole A rehabilitation or replacement is being conducted, Signs suspended from barricading shall be placed in such a way that signs ,do not interfere with � reflective paint or coloring on the barricades. Barricade signs shall be in accordance with Figure 30, except that they shall be 1'-0" by 2'-0" in size. The information box shall have t�he 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 material's, 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. ", D-44 CONCRETE SIDEWALK AND-�D�IVEWAY REPLACEMENT: At locations in the project where mains are required �a be placed ur��er existing concrete sidewalks and/or driveways, such sidewalks and/or driveways shall be compl tely replaced for the full existing width, between existing construction or expansion joints with 300Q,' si concrete with reinforcing steel on a sand cushion in accordance with City of Fort Worth ��ransportation/Public Worksrc Department Standard Specifications for Construction, Item 504. °� N At locations where mains are required to b� placed 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 oar��ss S�C-20 ►. � �� '� ';� '� � � ' D D 7 Tl7 \� � ~ V7 �V��/�l� V�7 \7�7��0' \V 4 installed in accordance with City of Fort Wor� Public Works Department Standard Specification for Construction, Item 502. , Payment for cutting, backfill, concrete, forming materials and all other associated appurtenances required, shall be included in the price of tl�� bid item for concrete sidewalk or driveway repair. D-45 MISCELLANEOUS PLACEMENT O�' MATERIAL: Material has been allocated undervarious bid items in the Proposal to establish unit p� ices for miscellaneous placement of material. These materials shall be used only when directed the Engineer, depending on field conditions. Payment for miscellaneous placement of material , ill 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. D-46 TYPE "C" BACKFILL: Excavated ` aterial used for Type "C" backfill must be mechanically compacted unless the Contractor can furni� the Engineer wit�i satisfactory evidence the P.I. of the excavated material is less then 8." Such ev�ence shall be a test report from an independent testing laboratory and must include representati �e samples of soils in all involved areas, with a map showing the location and depth of the vari�us test holes. ' If excavated material is obviously granul�r in nature, containing little or no plastic material, the Engineer may waive the test report requirement. See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.** * Revised 3/20/81 " ** Revised 4/20/81 � Dy47 CRUSHED LIMESTONE BACKFI�L: Where specified on the plans or directed by the D Engineer, Crushed Limestone shall be us�d for trench backfill on this project. The material shall conform to Public Works Standard Specifi �¢ations for Street and Storm Drain Construction Division 2 Item 208.2 - Materials and Division 2��tem 208.3 - Materials Sources. Trench backfill and D compaction shall meet the requireme�ts of E2-2 Excavation and Backfill, Construction Specifications, General Contract Docume�ts. D Payment for crushed limestone backfill in �ilace 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 Specificatibns, General Cont�act Documents. J J � � � D-48 2:27 CONCRETE: Transportatic��n and Public Works Department typical sections for Pavement and Trench Repair for Utility C ts Figures 1 through 5 refer to using 2:27 Concrete as base repair. Since this call-out includes t�e word "concrete", the consistent interpretation of the Transportation and Public Works Departm�nt is that this ratio specifies two (2) sacks of cement per cubic yard of concrete. ' D-49 TRENCH EXCAVATION, BACKFI L, AND COMPAC�ION: Trench excavation and backfill under parking lots, driveways, gravel surF ed roads, within easements, and within existing orfuture R.O.W. shall be in accordance with Section E1-2 Backfill and E2-2 Excavation and Backfill of the General Contract Documents and Specif�ations except as specified herein. 04/21/J9 �C-2 � J { ��11'�� Id '` S��V�41�1. VOIY�di 1 I�IV� TRENCH EXCAVATION: in accordance �nrith Section EZ-2 Excavation and Backfill, if the stated maximum trench widths are exceedecf; either through accident or otherwise, and if the �Engineer determines that the design Ioading of the pipe wiil be exceeded, the Contractor will be required to support the pipe with an improved tr�ench bottom. The expense of such remedial measures shall be entirely the Contractor's own. °�All trenching operations �ha!! 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. ° TRENCH BACKFILL: Trenches which lieaoutside of existing or future pavement shall be backfilled above the top of the embedment mat�rial with Type "C" backfill material. Excavated material used for Type "C" backfill must be me�hanically compacted unless the Contractor can furnish the Engineer with satisfactory eviden°�e that the P.I. of the excavated material is less than 8. Such evidence shall be a test report fr�om an independent testing laboratory and must include representative samples of soils in all irivolved areas, with a map showing the location and depth of the various test holes. If excavated�material is obviously granular in nature, containi�g little or no pl�stic material, the Engineer may waive the test report requirement. See E1-2.3, Type "C" or "D" Backfill, and E2-2.11 Tren�h Backfill for� additiona( requirements. When Type "C" backfif( materiai is not suitabls, 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, d'� D. Sand material specified in Figure(s) A-D shaN be obtained from an approved source and�shall consist of durable particles free of thin or elongated pieces, lumps of clay, soil, loam or vegetable matter and shall meet the following gradation: � Size Sieve % Retained „ #4 r 0-5 #16 = � 0-20 ,, a� #50 �� 0-50 #100„' 60-95 #200°; 90-100 (P.I. _ $ or less) � TRENCH COMPACTION: All trench backfill shall be placed in lifts per E2-2.9 Backfill. Trenches which lie outside existing or future pavements shall be compacted to a minimum of 90% Standard Proctor Density (A.S.T.M. D�98) by means of tamping only. �� Trenches which lie under existing or fu�ure pavement shall be backfilled per Figure A with 95% Standard Proctor Density by jetting, me,chanical tamping, or a combination of inethods. Backfill material to be mechanically tamped miSst be within �-4% of its optimum moisture content. The top finro (2) feet of sewer line trenches jand the top eighteen (18) inches of water line may be r.�Iled in with heavy equipment tires, pr,ovided it is placed in lifts appropriate to the material being used and the operation can be perforr►aed without damage to ihe installed pipe. The City, at its own expense, will perfoi�m trench compaction tests per A.S.T.M. standards on 9� 04/21/J9 � C-22 1 I� I� i� �� J J P�A�fi � - SP I�A� �ONDNTM�NS all trench backfill. Any retesting required ��as a result of failure to compact the backfill material to meet the standards will be at the e�pense of the Contractor and will be billed at the commercial rates as determined by the C�y. These soil density tests shall be performed at two (2) foot vertical intervals beginning at a le el two (2) feet above the top of the installed pipe and continuing to the top of the completed b�ckfill at intervals along the trench not to exceed 300 linear feet. The Contractor will be respo�sible for providing access and trench safety system to the level of trench backfill to be tested. No extra compensation will be allowed for exposing the backfill layer to be tested or providing,Ntrench safety system for tests conducted by the City. MEASUREMENT AND PAYMENT: All mate��-ial, including any and all Type "B" backfill, and labor costs of excavation and backfill will be i�cluded in the price bid per linear foot of water and sewer pipe. D-50 PAVEMENT REPAIR (E2-19Z: The;�unit price bid under the appropriate bid item of the proposal shall cover all cost for providing avement repair equal to or superior in composition, thickness, etc., to existing pavement as de� iled in the Public Works Department typical sections for Pavement and Trench Repair for Utility � uts, Figures 1 through" 5. D All required paving cuts shall be made with a concrete saw in a true and straight line on both sides of the trench, a minimum of twelve (12) irr��Cches outside the trench walls. The trench shall be backfilled and the top nine (9) inches shall�be filled with required materials as shown on paving D details, compacted and level with the fin�shed street surface. � This finished grade shall be maintained in a serviceable condition until t� e paving has been replaced. All residential driveways shall be accessible at night and over weeket�ds. � D � It has been determined by the Transportatio " and Public Works Department that the strip of existing HMAC pavement between the existing gut�er 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 w�ere the trench wall is three (3) feet or less from the lip of the existing gutter, the Contractor shall � required to remove the existing paving to such gutter. The pavement repair shall then be made fr a minimum distance of twelve (12) inches outside the trench wall nearest the center of the stree �to the gutter line. D The pavement shall be replaced within a m�cimum of five (5) working days, providing job placement conditions will permit repaving. If paving c�onditions are not suitable for repaving, in the opinion of the Owner, the repaving shall be done at the earliest possible date. � � � � � A�permit must be obtained from the Depa�ment of Engineering Construction Services Section by the Contractor in conformance with Ordin nce No. 3449 and/or Ordinance No. 792 to make utility cuts in the street. The Department of Eng�eering will inspect the paving repair after construction. This permit requirement may� be waivetl f work is being done under a Pertormance Bond and inspected by the Department of Engineeri��g. D-51 TRENCH SAFETY SYSTEM FOR�7WATER DEPARTI�IIENT �ROJECTS ONLY: , GENERAL: This specification covers th��e trench safety requirements for all trench excavations exceeding depth of five (5) feet in ord r to protect workers from cave-ins. The requirements of this item govern all trenches for r�ains, manholes, vaults, service lines, and all other o4rz��s �G23 � 7 �7 \� � ~ �7 �� /�7 \��7 ,� E � appurtenances. The design for the trench safety shall be signed and sealed by a Registered Professional Engineer licensed in T�xas. � e � STANDARDS: The latest version of the �.S. Department of Labor, Occupational Safety and Heatth Administration Standards, 29 CFR P''rt 1926, Sub-Part P- Excavations, are hereby made a part of this specification and shall be the�inimum governing requirements for trench safety. DEFINITIONS: � ,� TRENCHES - A trench is referred to+as a narrow excavation made below the surface of the � ground in which the depth is great�r than the width, where the width measured at the bottom is not greater than fifteen (15) fe�"t. BENCHING SYSTEM - Benching mea,ns excavating the sides of a trer�ch to form one or a series of horizontal level or steps, usually with vertical or near-vertical surfaces befinreen levels. SLOPING SYSTEM - Sloping means excavating to form sides of a trench that are inclined away from the excavation. ' � � � SHIELD SYSTEM - Shields usecl in tFenches are generally referred to as "trench boxes" or "trench shields". Shield means a Structure that is able to withstand the forces imposed on it by a cave-in and protect workers „Within the structure. Shields can be permanent structures or can be designed to be portable and move along a"s the work progresses. Shields can be either pre-manufactured or job-bui�t in accordance with OSHA standards. � SHORING SYSTEM - Shoring means � structure such as a metal�hydraulic, mechanical ortimer system that supports the sides o,f a trench and which is designed to prevent cave-ins. Shoring systems are generally comprised of cross-braces, vertical rails, (uprights), horizontal rails (wales) and/or sheeting. � MEASUREMENT - Trench depth is the vei�ical measurement"from the top of the existing ground to the bottom of the pipe or structures. 1"�he quantity of trench safety systems shall be based on the linear foot amount of trench depth�greater than five (5) feet. , e PAYMENT - Payment shall be full compen�sation for safety system design, labor, tools, materials, equipment and incidentals necessary for the installation,and removal of trench safety systems. � D-52 SANITARY SEWER MANHOLES: �; GENERAL: The installation, replacement,,�nd/or rehabilitation of sanitary sewer manholes will be required as shown ,on the plans, �nd/dr as described in these Special Contract Documents in addition to those located in the field ar�d identified by the Engineer. All manholes shall be in accordance with sections E1=14 Materials for Sanitary Sewer Manholes, Valve Vaults, Etc., and E2-14 Vault and Manhole Construction pf the General Contract Documents and Specifications, unless amended or superseded by req,uirements of this Special Condition. � CONCRETE COLLARS Figure 121. Concrete col�ars will be required on all manholes specified as per oarz��ss S�-24 �a '' , Q�,�fi � - ��,�. �0��tO�s . , D �� . WATERTIGHT MANHOLE INSERTS: V1�' tertight gasketed,man�'ole inserts shall be installed in all sanitary sewer manholes. Insert� shall be constructed in accordance with Fort Worth D Water Department Standard E100-4I and shall be fitted and installed according to the manufacturer's recommendations. S� inless Steel manhole inserts shall be required for all pipe diameters 18" and greater. � � J !J � LIFT HOLES: All lift holes shall be plugg�d with a pre-cast concrete plug. The lift hole shall�be sealed on the outside of the manhol with Ram-Nek or an approved equal sealant. The lift hole shall be sealed on the inside ofi�he manhole with quick setting cement grout. FINAL RIM ELEVATIONS: Manhole rims°in,parkways, lawns and other improved lands shall be at an elevation not more than one (1) ° o�- less than one-half (1/2) inch above the surrounding ground. Backfill shall provide a unif�rm slope from the top of manhole casting for not less than three (3) feet each direction to� xisting finish grade of'the ground. The grade of all surfaces shall be checked for pro��r slope and grade by string lining the entire area regarded near the manhole. ° Manholes in open fields, unimprove�i land, or drainage courses shall. be at-an elev�tion shown on the drawings or minimumj�f 6 inches above grade. � MANHOLE COVERS: All lids shall hav,� pick slots in lieu of pick holes. Manhole frames and a covers shall be McKinley, Type N, wit�i indented top design, or equal, with pick slots. Covers shall set flush with the rim of the frar�e and shall have no larger than 1/8 inch gap between the frame and cover. Bearing surfac�s 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. Certainte�y� Ductile Iron Manhole Lids and Frames are acceptable for use where locking lids are speci�ied. L�l I� �� SHALLOW CONE MANHOLES: Shaflow manhole construction will be used when manhole depth is four (4) feet or less. All s'allow cone manholes shall be built in accordance with Figure 105. All shallow cone manY��l.es shall have a cast iron lid and frame with pick slots. NOTE: MANHOLES PER FIGUREi�106 WILL NOT BE ALLOWED. MANHOLE STEPS: No manhole steps are to be installed on any sanitary sewer manhole. EXTERIOR SURFACE COATING: Exterior surfaces of all manholes shall be coated with two mop coats of coal tar epoxy, Kop�iers "Bitumastic Super Service Black" Tnemec "46-450 Heavy Tnemecol," or equal to, a rrf�nimum or 14 mils dry film thickness. MANHOLE JOINT SEALING: All inte�or and/or exterior joints on concrete manhole sections � constructed for the City of Fort Wo��th Water Department, excluding only the joints using a trapped type performed O-ring rut�E�er gasket shall require Bitumastic joint sealants as per Figure M. M � � � �!1 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 or suitable cross-sectional area c� flat-tape and shall be sized as recommended by the manufacturer and approved by t�e Engineer. The joint sealer shall be protected by a suitable removable wrapper and �j�all not in any way depend on oxidation, evaporation, or 04/21/J9 � C-2 �J u PAR�T � � aPE�M�L �O��ITMOI�S any other chemical action for either its adhesive properties or cohesive strength. The Joint sealer shall remain totally flexible �nrithout shrinking, hardening, or oxidizing regardless of the length, of time it is exposed to the elemerats. 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 sect�ons for a period of at least five years. EXECUTION: INSTALLATION OF JOINT SEALANT: Each grade adjustment ring and manhole frame shall� be sealed with the above specified materials. All surfaces to be in contact with the joint sealant shall be thoroughly clean�d of dirt, sand, mud, or other foreign matter. A primer shall be applied to all surtaces prior �to installing the joint sealant in accordance with the recommendations by,, the manufa�turer. The protective wrapper shall remain on the joint sealant until immediately prior to t�e placement of the pipe in the trench. After removal of the protective wrapper, the joint s�alant sliall be kept clean. Install frames and cover over manhole opening with the bottom of the rings resting on Bitumastic joint sealer. Frames and grade rings shall rest on finro (2) rows (inside and outside) of Bitumastic joint sealer. o� ' SEALINC� AND/OR ADJUSTING EXISTING MANHOLES: Excavate (rectangularfull depth saw cut if in pavement) adjacent to the manhole to expose the entire manhole frame and a minimum of 6 inches of the manh �le wall keeping the sides of the trench nearly vertical. Remove manhole frame from the r�anhole structure and observe the condition of the frame and grade rings. Any frame or gr�a�de ring that is not suiY�ble for use as determined by the Engineer shall be replaced. Grade"rings that are constructed of brick, block materials other than pre-cast concrete rings, or wtiere necessary and approved by the Engineer, shall be replaced with a pre-cast flattop section. Pre-cast concrete rings, or a pre-cast concrete flattop section will be the only adju°stments allowed. In brick or block manh�les, replace the upper portion of the manhole to° a point 24 inches below the frame. If the walls or cori� section below this level are structurally unsound, notify the Engineer prior to replacement o� the grade rings and manhole frame. Existing brickwork, if damaged by the Contractor, shal( be replaced at the Contractor's expense. R Wire brush manhole frame and exp�osed manhole surfaces to remove dirt and loose debris. Coat exposed manhole surfaces with an approv.ed bonding agent followed by an application of a quick setting hydraulic cement8to provide a smooth working surface. aE If the inside diameter of the manho�� is too large to safely support new adjustment rings or frames, a flat top section shall be installed. �� Joint surfaces befinreen the frames,��adjustment rings, and cone section shall be free of dirt, stones, debris and voids to ensure a watertight seal. Place flexible gasket joint material along the inside and outside edge �f each joint, or use trowelable material in lieu of pre- form�d gasket material. Position tF�°� butt joint of each length of joint material on opposite sides of the manhole. No steel s�ims, wood, stones, or any material not specifically accepted� by .the Engineer may be.h�sed to obtain final surface elevation of the manhole frame. ' �� 04/21/39 .� S�-26 9� � L�l � .L■J � � Ll L�l L�l � i� � L�� .� P�4R�` � = SPE�M�AL �O�I�MfiIONa DIn paved areas or future paved areas, �astings shall be installed by using a straight edge not less than ten (10) feet long so that the�op of the casting will conform to the slope and finish elevation of the paved surface. The t„p of the casting shall be 1/8 inch below the finished Delevation. Allowances for the compr�ssion of the joint material shall be made to assure a proper final grade elevation. �J � D EXPOSED EXTERIOR SURFACES: All e�cposed exterior surFaces shall be coated with two mop coats of coal tar epoxy. Kopper "Bitu�'}�astic Super Service Black"; Tnemec "46-450 Heavy Tnemecol", or equal, to a minimum of� 14 mils dry film thickness. The exterior surface of all pre-cast section jo.ints shall be thoroughly cleaned with a wire brush and then waterproofed with a 1/2-incl'S thick coat of trowelable bitumastic joint sealant from 6-inches below to 6-inches above the oint. The coated joint shall then be wrapped with 6 mil plastic to protect the sealant from da�age during backfilling. � MEASUREMENT AND PAYMENT: The pri�e bid for new manhole installations shall include all labor, equipment, and materials necess�ry for construction of the manhole including, but not limited to, joint sealing, lift hole sealing aY�d exterior surface coating and pavemeFlt repair. �, � J � The price bid for reconstruction of exis�ing manholes shall include all labor equipment and materials necessary for construction of �ew manhole, including, but not limited to, excavation, backfill, disposal of materials, joint s��ling, lift hole sealing, exterior surface coating and pavement repair. {� The price bid for adjusting and/or sealin� of existing manholes shall include all labor, equipment Oand materials necessary for adjusting arid/or sealing the manhole, including but not limited to, joint sealing, lifthole sealing, and exteri�r surface coating. D Payment for concrete collars will be ma�e per each. Payment for manhole inserts will be made per each. " '� �� '�J � D=53 SANITARY SEWER SERVICES: A'�y 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 ��ose located in the field and identified by the Engineer as active sewer taps. The service conne;�tions shall be constructed by the Contractor utilizing standard factory manufactured tees. City a�proved factory manufactured saddle taps may be used, but only as directed by the Engineer. The��iecision to use saddle t2ps as opposed to tees shall be made on a case by case basis. The Contra��tor shall be responsible for coordinating the scheduling of tapping crews with building owners andlthe Engineer in order that the work be performed in an expeditious manner. A minimum of 24 �;'purs advance notice shall be given when taps will be required. Severed service connections sti'all be maintained as specified in section C6-6.15. SEWER SERVICE RECONNECTION: �When sewer service reconnection is called for the Contractor shall verti�ally adjust the exi�ting sewer service line as required for reconnection and furnish a new tap. The fittings used f�r vertical adjustment shall consist of a maximum bend of 45 degrees. The tap shall be locat d so as to line up with the service line and avoid any horizontal adjustment. For open cu applications, all sanitaGy sewer service lines shall be replaced to the property or easeme line, or as directed by the Engineer. Sanitary sewer services on sewers being rehabilitate using pipe enlargement methods shall be replaced to the property or easement line or as dire�ted by the Engineer. Procedures listed below for Sewer oar��ss �6G27 C� P�AR'� � � �PE�I�AL �ON�I�TIONS 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 appur�enances required shall be included in the price bid for Sanitary Sewer Taps. � SEWER SERVICE REPLACEMENT: All building sewer services encountered during construction shall be adjusted and/or replaced by��he Contractor as directed by the Engineer as required for the connection of the sewer s�rvie� line. If the sewer service line is in such condition or adjustment necessitates the replacement of the sewer se,rvice line, all work shall be performed by a licensed plumber. The length ofnthe replacement shall be determined by the Engineer. All sewer services shall be installed at a�minimum of two (2) percent slope or as approved by the Engineer. Connection to the existing4�ewer service line shall be made with appropriate adapter fitting. The fitting shall be a urethan� or neoprene coupling A.S.T.M. C-425 with series 300 stainless steel compression straps. Payment for work and materials sucfi as backfill, pipe fittings, surface restoration on private property (to match existing), and all o�her 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 ABA�VDONMENT OF EXISTING FACILITIES: Any removal, salvaging and/or abandonment of existin� facilities will necessarily be required as shown on the plans, and/or described in these Special Contract Documents in addition to those located in the field and identified by the Engineer. This work shall be done in accordance with Section E2-1.5 Safvaging of Material and E2-2.7 Remdving Pipe, of the General `Contract Documents and Specifications, unless amended or supers�ded 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 Department,warehouse by the Contractor in accordance with Section E2-1.5 Salva�ing of Materials. h SALVAGE OF EXISTING WATER METER i�ND CONCRETE VAULT LID: Existing watermeterand � concrete vault lid shall be removed an�l °returned to the Water Department warehouse by the Contractor in accordance with Section �2-1.5 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 backfilled and compact'�d 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 resto�ation shall be c�ompatible with existing surrounding surface and grade. s, C. SALVAGE OF EXIST-ING FIRE HYDF�ANTS: Existing fire hydrants shall be removed .and returned to the Water kDepartmenf wa��house 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 suitab'le excavated material approved by the E�igineer. Surface restoration shall be compatible with existing surrounding surFace and gr�C�e. 4 oart»s S 0-28 � � J � � � J ■I J � J � � � J � � � .A P�A�tfi � - SP��IA� �ON�MTMONS D. SALVAGE OF EXISTING GATE VALV f: Existing gate valve and valve box and lid shall be removed and returned to the Water Depa ment warehouse by the Contractor in accordance with Section E2-1.5 Salvaging of Materials. ��e void area caused by t"he valve removal shall be backfilled and compacted in accordance with backfill method as specified in Section E2-2.9 Backfill. Backfill material shall be suit�ble excavated material approved by the Engineer. Surface restoration shall be compatible w th existing surrounding surFace and grade. If the valve is in a concrete vault, the vault shall be �emolished in place to a point no less than 18" below , final grade. E. ABANDONMENT OF EXISTING GAT� VALVE: Existing gate valve and box lid shall be abandoned by first closing the valve to t e fully closed position and demolishing the valve box in place to a point not less than 18 inc��s below final grade. Concrete shall then be used as backfill material to match existing grad � ., F. ABANDONMENT OF EXISTING VAULT : Vaults to be demolished in place shall have top slab and lid removed and vault walls demolis ed to a point not less than 18" below final grade. The void area caused shall then be backfille and compacted in accordance with back�ill method as specified in Section E2-2.9 Backfill. �ackfill material shall be suitable excavated material approved by the Engineer. Surface restoration shall be compatible with the existing surrounding grade. G. ABANDONMENT OF MANHOLES: M�nholes to be abandoned in place shall have all pipes entering or exiting the structure pluggec�gwith lean concrete. Manhole top or cone section shall be removed to the top of the full barre diameter section, or to point not less than 18 inches below final grade. The structure shall hen be backfilled and �compacted in accordance with backfill method as specified in Section: E2-2.9 Backfill. Backfill material may be either clean washed sand of clean, suitable exca�rated material approved by the Engineer. Surtace restoration shall be compatible with surr�ounding service surFace. Payment for work involved in backfilling, plugging of pipe(s) and all �ther appurtenances required, shall be included in the appropriate bid item - Abandon Existin�j Sewer Manhole. H. REMOVAL OF MANHOLES:. Manholes to be removed shall have all pipes entering or exiting the structure disconnected. The compl��te manfiole, including top or cone section, all full barrel diameter section, and base section sh�ll 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��ckfill or Type B Backfill, as approved by the Engineer. Surtace restoration st�all be compatibl� with surrounding surface. I. CUTTING AND PLUGGING EXISTINCC; MAINS: At various locations on this project, it may be required to cut, plug, and block existin� water mains/services or sanitary sewer�mains/services in order to abandon these lines. Cutti�g and plugging existing mains and/or services shall be considered as incidental and all costs i�curred will be cons�dered to be included in the linear foot bid price of the pipe, unless separate ttenching is required. �i J. REMOVAL OF EXISTING PIPE: Wh�te removal of the existing pipe is required, it shall be the Contr�ctor's responsibility to properly,!dispose of all removed pipe. All removed valves, fire hydrants and meter boxes shall be d�livered to Water Department Field Operation, Storage Yard. � � 04/21/J9 �G29 � PARfi � = S;P��I�AL �O�I�MT�ONS PAYMENT: Payment for all work and material involved in salvaging, abandoning and/or removing existing facilities shall be included i�i the linear foot bid price of the pipe, except as follows: separate payment will be made for re�noval of all fire hydrants, gate valves, 16 inch and larger, and sanitary sewer manholes, regard�ess of location. h� Payment will be made for salvaging,�abandoning and/or removing all other existing facilities when said facility is not being repla��ed in the same t►�ench (i.e., when removal requires a separate trench). ° . � .0 D-56 DETECTABLE WARNING TAPE��, Detectable underground utility warning tapes which can be located from th� surf�ace by a pipe de�,ector shall be installed directly above non-metallic water and sanitary sewer pipe. The detectab,�e tape shall be "Detect Tape" manufactured by Allen Systems, Inc. or approved equal, and shal 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, 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 no� be less than tv�o inches with, a minimum unit weight of 2'/Z pounds/1 inch/100'. The tape shall be color coded,;�nd imprinted with the message as follows: TYae of Utilitv Water Sewer �og Co/or Cod� Safety Blue� "� Safety Green Leqends Caution! Buried Water Line Below Caution! Buried Sewer Line Below Installation of detectable tapes shall be pe� manufacturer's recommendations and shall be as close to the grade as is pr�actical for optimum protection and detectability. Allow a minimum of 18 inches between the tape and the pipe. Payment� or work such as backfill, bedding, blocking, detectable tapes, and all other associated appurtena�ces required shall be included in the.unit price bid for the appropriate bid item(s). <� �rt � D-57 PIPE CLEANING: Joints shall beF•wiped and then inspected for proper installation by the inspectors. Each joint shall be swept daily a'nd kept clean during installation. A temporary night plug shall be installed on all exposed pipe end� during any period of work stoppage. x t D-58 BARRICADES, WARNINGS, AND FLAGMEN: Reference Part C- General Conditions, Section C6-6.8 Barricades, Warnings,.,and Watchmen: a 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) aand six (�6), change the phiase "take all such other precautionary measures" to "take all r��sonable necessary measures". , D-59 DISPOSAL OF SPOIUFILL MATEF�IAL: Prior to the disposing of any spoil/fill material, the Contractor shall advise the Director of En�ineering Department, acting as the City of Fort Worth's Flood Plain Administrator ("Administrator")F'of the location of all sites where the Contractor intends to dispose of such material. Contractor shall not�dispose of such material until the proposed sites have been determined by the Administrator'to meet the requirements of the Flood Plain Ordinances �s o4rz��ss SC-30 .a � �� I �, � J �� J P�A�T � - SP�M�AI� �ON�I�MO�IS � of •the City of Fort Worth (Ordinance No. 10056). All disposal sites must be approved by the Administrator to ensure that filling is not occu�-ing within a floodplai�' without a permit. A floodplain permit can be issued• upon approval of nece�sary Engineering studies. No fill permit is required if disposal sites are not in a floodplain. Approv�� of the Contractor's disposal sit�s shall be evidenced by a letter signed by the Administrator stating"that the site is not in a known flood plain or by a Flpod Plain Fill Permit authorizing fill within the flo plain. Any expenses associated with obtaining the fill permit, including any necessary Engineeri studies, shall be at the Contractor's expense. In the event that the Contractor disposes of spoil/fil� material at a site without a fill permit or a letter from the administrator approving the disposal si�e, upon notification by the Director of Engineering Department, Contractor shall remove the sj? oil/fill material �at its expense and dispose of such materials in accordance with the Ordinance�; of the City and this. section. D-60 MECHANICS AND MATERIALMEN'� LIEN: The Contractor shall be required to execute a release of inechanics and materialmen's liens upon receipt of payment. D D-61 SUBSTITUTIONS: The specifications for materials set out the minimum standard of quality which the City believes necessary to proc�are a satisfactory project. No substitutions will be permitted until the Contractor has received w��tten permission of the Engineer to make a substitution � �for the material which has been specified.. 'alVhere the term "or equal", or "or approved equal" is used, it is understood that if a material, proc�uct, 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 D establishing a standard of quality acceptabl�';�to the City. If a product of any other name is proposed for use, the Engineer's approval thereof � ust be obtained before the proposed substitute is procured by the Contractor. Where the ter "or equal", or "or approved equal" is not used in the � specifications, this does not necessarily ex lude.alternative items or material or equipment which may accomplish the intended purpose. Ho��ivever, 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. � � � � J � D-62 PRE-CONSTRUCTION TELEVISI�;N INSPECTION OF SANITARY SEWER �. A. GENERAL: Prior to the reconstruction, ALL sections of existing sanitary sewer lines to be abandoned, removed (except where bej�ng replaced in the same location), or rehabilitated (pipe enlargement, cured-in-place pipe, fold�j�nd form pipe, slip-line, etc.), shall be cleaned, and a television inspection performed to iderl��ify any active sewer service taps, other sewer laterals and their location. Work shall consist ofifurnishing all labor, material, and equipment necessary for the cleaning and inspection of tlie sewer lines by means of closed circuit television. Satisfactory precautions shall be take�' to protect the sewer lines from damage that might be inflicted by the improper use of cleanirt�g equipment. HIGHVELOCITY�ET(HYDROCLEAN�NG)EQUIPMENT: Thehigh-velocitysewerlinecleaning equipment shall be constructed for asy and safe operation. The equipment shall also have a selection of finro or more high-vel d city 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 hi�h-velocity gun for washing and scouring manhole walls and floor. The gun shall be capabl� of producing flows from a fine spray to a solid stream. The equipment shall carry its own �nnrater tank, auxiliary engines, pumps, and hydraulically driven hose reel. � 04/21/39 � C-31 � PA�fi � = SP��MA� �ON�MfiIONS Hydraulically Propelled Equipment shall be of a movable tlam type and be constructed in such a way that a portion of the dar� may be collapsed at any time during the cleaning operation to protect against floo'�ing of the sewer. The movable dam shall be equal in diameter around the outer peripl�ery to ensure removal of grease. If sewer cleaning balls- ' or other equipment which cann�t be collapsed is used, special precautions to prevent flooding of the sewe�s and publi� or private property shall be taken. The flow of sewage present in the sewer lines sttall be utilized to provide necessary fluid for hydraulic cleaning devices whenever possible. °� CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using high- velocity jet equipment. The equipment shall be capable of removing dirt, grease, rocks, sand, and other materials and obs�ructions from the sewer lines and manholes. If cleaning of an entire section cannot be su�cessfully performed from one manhole, the equipment shall be set up on the other man�iole and cleaning again attempted. If, again, successful cleaning cannot be performed or �quipment fails to traverse tlie entire manhole section, it will be assumed that a major blockage exists, and the cleaning effort shall be abandoned. When additional quantities of water from fire hydrants is necessary to avoid delay in normal working procedures, the water sllall be conserved and not used unnecessarily. No fire hydrant shall be obstructed iri cas� of a fire in the area served by the hydrant. Before using any waterfrom the City Water Distr�bution Syster�, the Contractor shall apply for and receive permission from the Water Department. The Contractor shall be responsible for the water meter and related charges for the��etup, including the water usage bill. All �xpenses shall be considered incidental to cleani`�g. � DEBRIS REMOVAL AND DISPOSAL�� All sludge, dirt, sand, rock, grease, and other solid or semisolid material resulting from the cleaning operation shall be removed at the downstream manhole of the section being clea, ed. Passing material from manhole section to manhole section, which could cause line std pages, accumulations of sand in wet wells, or damage pumping equipment, shall nnt be permitted. {� All solids or semisolid resulting from the cleaning operations shall be removed from the site and disposed of at a site designated b�r the Engineer. All materials sH�all be removed from the site no less often than at the end of each workday and disposed of at no additional cost to the City. � UNDER NO CIRCUMSTANCE SHALL, SEWAGE OR SOLIDS REMOVED THEREFROM BE DUMPED ONTO STREETS OR IN�TO DITCHES, CATCH BASINS, STORM DRAINS OR SANITARY SEWER MANHOLES. TELEVISION INSPECTION EQUIPMENT: The television camera used for the inspection shall be one specifically designed and constructed for such inspection. Lighting for the camera shall be suitable to allow a clear pict�re 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 systemk�shall be capable of producing picture quality to the satisfaction of the Engineer; and i� unsatisfactory, equipment shall be "removed and no payment will be made for an unsati�factory inspection. ��< EXECUTIC�N: � r� Ooar��ss SC-32 � �� s�� o�v��o�s � 1. TELEVISION INSPECTION: The camera shall be moved throu'gh the line in either direction at a moderate rate, stopping when ne�ssary to permit proper documentation of any sewer service taps. In no case will the televis'on camera be pulled at a speed greater than 30 feet � per minute. Manual winches, power�winches, TV cable, anci powered rewinds or other devices that do not obstruct the cam ra view or interfere with proper documentation shall be used to move the camera through�he sewer line. � 'y When manually operated winches ar� used to pull the television camera through the line, telephones or other suitable means �f communications shall be set up between the two amanholes of the section being inspected to ensure good communications between members of the crew. D The importance of accurate distance measurements is emphasized., All television inspection video tapes shall have a footage cou� ter. Measur�rS�ent for location of sewer service taps shall be above ground by means of eter device. Marking on the cable, or the like, which D would require interpolation for dept of rnanhole, will not be allowed. Accuracy of the distance meter shall be checked byf se of a vyalking meter, roll-a-tape, or other suitable device, and the accuracy shall be sa isfactory to the Engineer. - � J ,� ',�'J �� .� il`, J � The City makes no guarantee that al�of the sanitary sewers to be entered are clear for the passage of a camera. The methods� sed for securing passage of the Eamera are to be at the option of the Contractor. The � cost of retrieving the Television camera, under all circumstances, when it becomes loc�ed during inspection, shall be incidental to Television inspection. DOCUMENTATION: Television Inspec�ion Logs: Printed location records shall be kept by the Contractor and will clearly show th� location in relation to an adjacent manhole of each sewer service taps observed during ��spection. In addition, other points of significance such as locations of unusual conditions, r�ots, storm sewer connections, broken pipe, presence of scale and corrosion, and other di�cernible features will be recorded, and a copy of such records will be supplied to the City. { PHOTOGRAPHS: Instant developin��j 35 mm, or other standard-size �photographs of the television picture of problems shall F1�e taken by the Contractor upon request of the Engineer, as long as such photographing doe�� not interfere with tFie Contractor's operations. VIDEOTAPE RECORDINGS: The pu�pose of tape recording shall be to supply a visual and audio record of problem areas of �he lines that may, be replayed. Video tape recording playback shall be at the same spe��d that it was recorded. The television tapes shall be furnished to the City for review imm diately upon completion of the television inspection and may be retained a maximum of 30�alendar days. Equipment shall be provided to the�',�ity by the Contractor for review of the tapes. Tapes will a be returned to the Contractor upor�! completion of review by the Engineer. Tapes shall not be erased without the permission di the Engineer. If the tapes are of such' poor qualit� that the Engineer is unable to evaluate the condition of Q the sewer line or to locate service c�nnections, the Contractor shall be required to re-televise and provide a good tape of the lin� at no additiona� cost to the City. If a good tape cannot a o�„�9 SC-33 r l�:li ,i � Q.ART' �, � _ $P��I�L �ON�M�tO�lS � be provided of such quality, that can be reviewed by the Engineer, no payment for televising this portion shall be mad�. Al�o, no payment shall be made for portions of lines not televised or portions wher� manl�oles cannot be n,egotiated with the television camera. I1 C THE TAPES SHALL BE SUBM{TTED TO THE ENGINEER PRIOR TO CONSTRUCTION FOR REVIEW AND DETE�MINATION OF SAGS. Upon completion of review of the tapes by the Engineer, the Contr�ctor will be notified as to which sections of the sanitary sewer are ,to be corrected. Tapes wilf� be returned to the Contractor upon completion of review by the Engineer. a ,, � y All costs associated with this wo�-k shall be incidental to unit prices bid for items under Television Inspection of th� Propbsal. PAYMENT OF CLEANI NG AND PR�-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWERS: The cost for Pre-Cohstru�tion Cleaning and Television Inspection of sanitary sewers shall be per linear foot of sewe'r actually televised. The Contractor shall provide the Engineer with tapes of a quality that the �artic �ar �iece of sewer can be readily evaluated as to existing sewer conditions and for providing a�propriate means for review of the tapes by the Engineer including collection and remova�, trans�ortation and disposal of sand and debris from the sewers to a legal dump site. � '� i � Television inspection shall incli�de ne�essary cleaning (hydraulic jet or mechanical cleaner) to provide video image required fdr line �nalysis. I �� The primary purpose of cleanin� is fo� television inspection and rehabilitation; vrrhen a portion of a line is not or cannot be televised or rehabilitated, the cleaning of that portion of line shall be incidental and no payment shall be made. i �� The City makes no guarantee that all of the sanitary sew,ers to be entered are clear for the passage of a camera. The metN�ods used for securing passage of the camera are to be at the option of the Contractor, and th�� costs,imust be included in the bid price for TV Inspections. The cost of retrieving the TV Cameta, un�er all circumstances, when it becomes lodged during inspection, shall be incidental to� TV Inspection. � ` The°item shall also include all costs of�installing and maintaining any bypass pumping required to provide reliable, regular sew�r ser��ce to the a�ea residents. All bypass pumping shall be incidental to the project. , 'i D-63 VACUUM TESTING OF SAI�ITARY SEWER MANHOLES i GENERAL: This item shall govern �the v�cuum testing of all newly constructed sanitary sevVer manholes. i � B. EXECUTION: � TEST PROCEDURE: Manholes $hall b� tested with all connections in place. Lift holes shall be plugged, and all drop-connec�tions 6and gas sealing connections shall be installed prior to testing. � �' oarr��ss S�-34 � D �` Q��r � � s��,� �o��t�o�� The sewer lines entering the manhole �hall be plugged and braced to prevent the plugs from being drawn into the manhole. The '�lugs shall be installed ih the lines beyond the drop- � connections, gas sealing connection�! etc. The test head shall be placed inside the frame at the top of the manhole and �inf.lated .in acCordance with the manufacturer's recommendations. A vacuum of ter� inches of inercur�r (10"Hg) shall be drawn and the vacuum pump will be turned off. Wit�i the valve closed, the level of vacuum shall be read aafter the required test time. The reqiaired test time shall be.determined from the Table I below in accordance with ASTM C12��4-93: D � J � � � Depth of MH 0 to 16' 18' 20' 22' 24' 26' 28' 30' For Each .� Table I 48-Inc� Dia. M 40 �ec. 45 �ec. 50 �ec. 55 sec. 59 sec. 64 Sec. 69 �ec. 74 sec. 5 �ec. � 60-Inch Dia. 52 sec. 59 sec. 65 sec. 72 sec. 78 sec. „85 sec. 91 sec. 98 sec. 6 sec. � ACCEPTANCE: The manhole shall e considered acceptable, if the drop in the level of vacuum is less than one-inch of ine, ury (1" Hg) after the required test time. Any manhole � which fails to pass the initial test m st be repaired with a suitable material which conforms � to the construction material of the anhole. The manhole shall be retested as described above until it has successfully pas i d the test. Following completion of a success�ful test, the manhole shall be restored to its normal � condition, all temporary plugs� shall e removed, all braces, equipment, and debris shall be removed and disposed of in a man,�er satisfactory to t'he Engineer. � � � � � ■1 �� C. PAYMENT: Payment for vacuum te 'ting of sanitary sewer manholes shall be paid at the contract price per each vacuum test. T�is price shall include all material, labor, equipment, and all incidentals, including all bypass pur�ping, required to complete the test as specified herein. .� D-64 BYPASS PUMPING: The CQntract�shall bypass the sewage around the section orsections of sewer to be rehabilitated and/or repla � ed. The bypass ,shall be made by plugging existing upstream manhole and pumping the sew ge into a downstream manhole or adjacent system or other method as may be approved by t e Engineer. The ,pump and bypass lines shall be of adequate capacity and size to handle t• e flow without sewage backup occurring to facilities connected to the sewer. Provisions shall made at driveways and street crossings to permit safe vehicular travel without interrupting flow i� the bypass system. Under no circumstances will the Contractor be permitted to discharge se�age into the trenches. Payment shall be incidental to rehabilitation or replacement of the sewe line. �: oarz��ss � C-35 ■J P��2fi � � $PE�I�AL �O�I�ITIOt�S .� D-65 POST-CONSTRUCTION TELEVISION INSPECTION OF SANITARY SEWER: �q A. GENERAL: After construction, ALL�sections of s�nitary sewer lines shall have a television inspection performed. Work ,shall consist of furnishing all labor, material, and equipment r�ecessary for inspection of the sew�r lines by means of closed circuit television. Satisfactory precautions shall be taken to protect t�e sewer lines fro'm damage that might be inflicted by the improper use of cleaning equipment; x� B. TELEVISION INSPECTION EQUIPM�NT: The television camera used for the inspection shall be one specifically designed and cons�ructed for such inspection. Lighting for the camera shall be operative in 100% humidity conditions. The camera, television monitor, and other components of the video system shalf:�e capable of°producing picture quality to the satisfaction of the Engineer, ai�d if unsatisfactory, �quipment shall be removed and no payment will be made for an unsatisfactory inspection. � r. FxFCUTION� 2 04%21/99 � _ . .� 1 � TELEVISION INSPECTION: The �amera shall be moved through the line in either direction at a moderate rate, stopping wher�inecessary to permit proper documentation of any sewer service taps. In no case will the tel�vision camera be pulled at a speed greater than 30 feet per minut�. Manual winches, po,wer winches, TV cable, and powered rewinds or other devices that do not obstruct the c�mera view or'interfere with proper documentation shall be used to move the camera through the sewer line. � When manually operated winche��are used to pull the television camera through the line, telephones or other suitable me�s of communications shall be set up between the two manholes of the section being inspected to en'sure good communications between members of the crew. 9� ' � , The importance of accurate distan�e measurements is emphasized. All television inspection video tapes shall have a footage c�unter. Measurement for location of sewer service taps shall be above ground by means of ineter device. Marking on the cable, or the like, which would require interpolation for de�th of manhole, will not be allowed. Accuracy of the distance meter shall be checked b.y 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 �II of the sanitary sewers to be entered are clear for t�he passage of a camera. The methods used for securirtig passage of the `camera are to be at the option of the Contractor. Tf�e cost or retrieving the Television camera, under all circumstances, when it becomes 1�,�1ged during inspection, shall be incidental to Television inspection. �g �x Sanitary sewer mains must be lace� with enough water to fill all low pints. The television inspection must be done immediately following the lacing of the main with no water flow. If sewer is active, flow must be restric�ed to provide a clear image of sewer being inspected. s.� 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 tap observed during �inspection. All television logs shall be referenced to � SE�-36 a �I � P�A�fi � � SQ��1�4L �ON�IfiIONS stationing as shown on the plans. A copy of these television logs will be supplied to the City. D 3. PHOTOGRAPHS: Instant developi�, 35 mm, or other standard-size photographs of the television picture of problems shall b i taken by the Contractor upon request of the Engineer, as long as such photographing doe�; not interFere with the Contractor's operations. � D D �I � � � '� u 4. VIDEOTAPE RECORDINGS: The p�rpose of tape recording shall be to supply a visual and audio record of problem areas of tt�e lines that may be replayed. Video tape recording playback shall be at the same spee,tl that it was recorded. The television tapes shall be furnished to the City for review imme�iately upon completion of the television inspection and may be retained a maximum of 30 c lendar days. Equipment shall be provided to the City by the Contractor for review of the �apes. Tapes will be returned to the Contractor upon completion of review by the Engine�Y. Tapes shall not be erased without the permission of the Engineer. If the tapes are of such qoor qualitv that the Enaineer is unable to evaluate the condition of the sewer line or to locate service coiinections. the Contractor shall be required to re-televise and provide a aood taqe of the line��t no additional cost to the City. If a good tape cannot be provided of such quality that can �e reviewed by the Engineer, no payment for televising this portion shall be made. Also,�Cno payment shall be made for portions of lines not televised or portions where manholgs cannot be negotiated with the television camera. D. PAYMENT OF POST-CONSTRUCTIOf� 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 sh�ll provide the Engineer with tapes of a quality that the particular piece of sewer can be readi y evaluated as to sewer conditions and for providing appropriate means for review of the ta�es by.the Engineer. Television inspection shall Pnclude nec ssary cleaning (hydraulic jet or mechanical cleaner) to provide video image required for line a�lysis. The quantity of TV inspection shall be measured as the total length of new pipe installe�' All costs associated with this work shall be. included in the appropriate bid item - Post-Constr�ction Television Inspection. The item shall also include all costs of ��stalling and maintaining any bypass pumping required ato provide reliable, regular sewer service to the area residents. All bypass pumping shall be • incidental to the project. , aD-66 SAMPLES AND QUALITY CONTI�OL TESTING: A. The Contractor shall furnish, at its ov�n 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, , nd gradation analysis for sand and crushed stone to be used along with the name of the pit f om which the material was taken. The contractor shall � provide manufacturer's certifications f�- r all manufactured items to be used in the project and will bear any expense related thereto. an B. Tests of the design concrete mix shall be made by the contractor's laboratory at least nine days prior to the placing of concrete using the same aggregate, cement, and mortar which are to be used later in the concrete. The Contr��Ctor shall provide a certified copy of the test results to the L�J 04/21/39 �C-37 LJ PTl7 \� � ~ V7 �V�7�1� V��O�V City. ,� C. Quality control testing of in-pface ma�erial on this project will be performed by the city at°its own expense. Any retesting required as a result of failure of the material to meet project specifications will be at the expense �f t'he contractor and will be billed at commercial rates as determined by the City. The failure of the City to make any tests of materials shall in no way relieve the contractor of its responsibility to furnish materials and equipment conforming to the requirements of the contract. �� D. Not less than 24 hours notice shall be provided to the City by the Contractor for operations requiring testing. The Contractor shallpprovide access and trench safety system (if required) for the site to be tested, and any work ef�ort involved is deemed to be included in the unit price for the item being tested. � E. The Contractor shall provide a copy of the trip ticket for each load of fill material delivered to the job site. The ticket shall specify the name of the pit supplying the fill material. ; D=67 TEMPORARY EROSION, SEDIMENT; AND WATER POLLUTION CONTROL: r A. DESCRIPTION: This item shall consist of temporary soil erosion sediment and water pollution control measures deemed necessary°'�y the Engineer for the duration of the contract. These control measures shall at no time be used as a substitute for the permanent control measures unless otherwise directed by the Engineer and they shall not include measures taken by the CONTRACTOR to control conditions �reated by his construction operations. The temporary measures shall include dikes, dams, b�rms, sediment basins, fiber mats, jute netting, temporary seeding, straw mulch, asphalt mulch, plastic liners, rubble liners, baled-hay retards, dikes, slope drains and other devices. °' CONSTRUCTION REQUIREMENTS: Th� Engineer has the authority to define erodible earth and the authority to limit the surface area of erodible-earth material exposed by preparing right-of- way, clearing and grubbing, the surface area of erodible-earth material exposed by excavation, borrow and to direct the CONTRACTOR to provide temporary pollution-control measures to prevent contamination of adjacent streams, other water courses, lakes, ponds or other areas of water impoundment. Such work may in�rolve the construction of temporary berms, dikes, dams, sediment basins, slope drains and us� of temporary mulches, mats, seeding, or other control devices or methods directed by the En°igineer as necessary to control soil erosion. Temporary pollution-control measures shall be used to prevent or correct erosion that may develop during construction prior to installation of perr�anent pollution control features, but are not associated with permanent control features on th'� project. The Engineer will limit the area of preparing right-of-way, clearing and grubbing, � excavation and borrow to be proportional to the CONTRACTOR'S capability and progress in keeping the finish grading, mulching, seeding, and other such permanent pollution-contrQl measures current in accordance with the accepted schedule. Should seasonal conditions i�'iake such limitations unrealistic, temporary soil-erosion- control measures shall be performed as directed by the Engineer. Waste or disposal areas and construc4ipn roads shall be located and constructed in a manner that will minimize the amount of sediment entering streams. When work areas or material sources ar'e located in or adjacent to live streams, such areas shall ,� oarz��s SC-38 9 � � D � � � •l 'I�I J ' J �1 ', J � � J D !1 � � ,� PAR�` � � SP��I�AL� �OI��ITIONS ,, be separated from the stream by a� ke or other barrier to keep sediment from entering a flowing stream. Care shall be taken �uring the construction and removal of such barriers to minimize the muddying of a stream. � All waterways shall be cleared as soon' as practicable of false work, piling, debris or other obstructions placed during construction operations that are,not a part of the finished work. The Contractor shall take sufficient pr�cautions to prevent pollution of strearris, lakes and reservoirs with fuels, oils, bitumens, calcium chloride o� other harmful materials. He shall conduct and schedule his operation� so as to avoid or minimize siltation of streams, lakes and reservoirs and to avoid interfer��ce with movement of migratory fish. C. MEASUREMENT AND PAYMENT: All.�vork, materials and equipment necessary to provide temporary erosion control shall be cons�idered subsidiary to the contract and no extra pay will be given for this work. ` D-68 INGRESS AND EGRESS/OBSTRU�TION OF ACCESS TO DRIVES: The Contractor shall provide ingress and egress to the property b'�ing 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 Contr"' ctor shall conduct his activities to minimize obstruction of access•to drives and property during the rogress of construction. Notification shall be made to an owner prior to his driveway being remo �ed and/or rebuilt. D-69 PROTECTION OF TREES, PLAN'�;S AND SOIL: All property along and adjacent to the Contractors' operations including lawns, y�rds, shrubs, trees, etc., shall be preserved or restored after completion of the work, to a conditiorj�equal to or better than existed prior to start of work. Any trees or other landscape features scar ed or damaged by the Gontractor's operations shall be restored or replaced at the Contractor's ex�ense. Trimming or pruning to facilitate the work will be permitted only by experienced workmen in �n approved manner (No trimming or pruning without the property owners' consent). Pruned limbs ofi� 1" diameter or larger shall be thoroughly treated as soon as possible with a tree wound dressing. - D-70 S1TE RESTORATION: The contra�tor shall be responsible for restoring the site to original grade and condition after completion of hi� operations subject to approval of the Engineer. The basis for approval by the Engineer will be grade restoration to plus minus one-tenth (0.1) of a foot. �f D-71 CITY OF FORT WORTH STANDARD PRODUCT LIST: Proposed products submitted in the bid documents must appear in the latest ��ity of Fort Worth Standard Product List, fo� the �bid to be considered responsive. Products and processes listed in the "City of Fort Worth Standard Product List, shall be considered to meet �ity of Fort Worth minimum technical requirements. D-72 STATE REVOLVING FUND (SRF)�EQUIREMENTS: This project, in addition to standard City of Fort Worth requirements, may inv Ive certain State requirements. These requirements, if applicable, are provided in the followin� documents and should thoroughly be reviewed and completed �y the contractor. They includ�: � �� , 1. At the Time of Contract Document E��cution ' ED-103-Contractors Act of Assuranc� •ED-104-Resolution � oa�z��ss SC-39 !J �7�1� \� 7�/ ~ ��V��l� V��O�V e. Work required to conform to these "requirements shali be considered subsidiary and no extra payment will be made. F The SRF requirements are included in A�pendix A. , i D-73 TOPSOIL, SODDING AND SEEDING: This item shall be perFormed in accordance with the City of Fort Worth Parks and Community� Services Department Specifications for Topsoil, Sodding and Seeding. ' 1. TOPSOIL D�ESCRIPTION: This item will consis�Of furnishing and placing a minimum of six (6) inches of topsoil, free from rock and foreign ma�erial, ih all parkways and �medians to the lines and grades d as established by the Engineer. `; CONSTRUCTION METHODS: Topsoil will be secured from borrow sources as required to supplement material secured from street excavation. All excavated materials from streets which is suitable for topsoil will be used in the parkways and medians before any topsoil is obtained from a borrow source. Topsoil materi�l secured from street excavation shall be stockpiled' at locations approved by the Engineer, arid at completion of grading and paving operations, topsoil shall be placed on parkway areas so a� to provide a minimum six (6) inches of compacted depth of topsoil parkways. . 2. SODDING DESCRIPTION: Sodding will consist of furnishin� and planting Bermuda, Buffalo or St. Augustine grass in the areas betweeri;the curbs and walks, on terrfices, in median strips, on embankments or cut slopes, or in such areas as designated on the Drawings and in accordance with the requirements of this Specification. Recommended Buffalo gr-ass varieties for sodding are Prairie and 609. � � MATERIALS: Sod shall cons,ist of live and growing Bermuda, Buffalo or St. Augustine grass secured �from sources where the soil i,s fertile. Sod to be placed during the dormant state of these grasses shall be alive and acce�ptable. Bermuda and Buffalo grass sod shall have a healthy, virile root system of dense, thickly matted roots throughout a two (2) inch minimum thickness of native soil attached to the rbots. St. Augustine grass sod shall have a healthy, virile root system of dense, thickly matted roq�s throughout a one (1) inch minimum thickness of native soil attached to the roots. . .t The sod shall be free from obnoxious weeds or other grasses and shall not contain any matter deleterious to its growth or which might�affect its subsistence or hardiness when transplanted. Sod to be placed between curb and walk and on terr�ces shall be the same, type grass as adjacent grass or existing lawn. ' r� a Care shall be taken at all times to retair5 native soil on the roots of the sod during the process of excavating, hauling, and planting. SQ�i material shall be kept moist from the time it is dug until planted. When so directed by the Engi�eer, the sod existing at the source shall be watered to the extent required prior to excavating.�s Sod material shall be planted within three days after it oarz��s SC-40 � D;S eX�a�ated. ��r � � s��,�. �o��or�s j"� CONSTRUCTION METHODS: After the esignated areas have been completed to the lines, LJ grades, and cross-sections shown on th Drawings and as provided for in other items of the contract, sodding of the type specified sh II be performed in accordance with the requirements D hereinafter described. Sodding shall be ither "spot" or "blo�k"; either Bermuda, Buffalo or St. Augustine grass. �� '1 � �'� D a. Spot Sodding Furrows parallel� to the curb line or sidewalk lines, finrelve (12) inches on centers or to the dimensions shown on the Drawings, � all be opened on areas to be sodded. In all furrows, sod approximately three (3) inches s�uare shall be placed on� twelve (12) inch centers at proper depth so that the top of the sa�d shall not be more than one-half (1/2) inch below the finished grade. Holes of equivalent d�pth 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 �ifteen (15) to finrenty-five (25) pounds per square inch compression. Hand tamping may be required on terraces. b. Block Sodding. p At locations on the Drawings or whe�� directed, sod blocks shall be carefully placed on the prepared areas. The sod shall b�so placed that the entire designated area shall be covered, and any voids left in the lock sodding shall be filled with additional sod and Q tamped. The entire sodded area shall be rolled and tamped.to form a thoroughfy compact solid mass. Surfaces of block sod, �hich, in the opinion of the Engineer, may slide due to the height or slope of the surface or ture.of the soil, shall,. upon direction of the Engineer., be pegged with wooden pegs driven�hrough the sod block to the firm earth, sufficiently close 0 to hold the block sod firmly in place. a When n�ecessary, the sodded area�Ishall be smoothed"after planting has been completed and shaped to conform to the cros -section previously provided and existing at the time sodding operations were begun. A�y excess dirt from planting operations shall be spread uniformly over the adjacent areas Qr disposed of as directed by the Engineer so that the � completed surface will present a si�htly appearance. The sodded areas shall be thoroug�aly watered immediately after they are planted and shall abe subsequently watered a� such �times and in a manner and quantity directed by the Engineer until completion and finalJ�cceptance of the project by the City of Fort Worth. � 3. SEEDING DESCRIPTION: "Seeding" will consis�"of p�eparing ground, providing and planting seed or a p mixture of seed of the kind specified al %g and across such areas as may be designated on the Drawings and in accordance with these Specifications. MATERIALS: General. All seed used must carry a T�xas Testing Seed label showing purity and germination, � 04/21/99 a �C-41 Q�4�t�` D = �P�CI�AL CONDIfiIONS ,l name, type of seed, and that the �eed meets all requirements of the Texas Seed Law. Seed fumished shall be of the previous season's crop and the date of analysis shown on each tag shall be within nine (9) months of time of delivery to the project. Each variety of seed shall be furnished and delivered in sep�rate bags or containers. A sample of each variety of seed shall be furnished for analysis a�d testing when directed by the Engineer. a. The specified seed shall equal or exceed the following percentages of Purity and germination: �F Common Name �" Purity Common Bermuda Grass° Annual Rye Grass &° Tall Fescue Western Wheatgrass "� Buffalo Grass Varieties � Top Gun . Cody �� 95% 95% 95% 95% 95% Germination 90% 95% 90% 95% 90% 90% 90% Tak�le 120.2.(2)a. URBAN AREA WARM-SEASON� SEEDING RATE (Ibs.); Pure Live S�ed (PLS) �Mixture for Clav or Tiaht Soils Mixture for �' Sandv Soils Dates (Eastern Sections�� (Western Sections) lAll Sectionsl Feb 1 Bermudagrass 40 � Buffalograss ,80 Bermudagrass 60 to Buffalograss 60 � Bermudagrass 20 Buffalograss 40 May 1 Total: 100�s Total: 100 Total: 100 T�ble, 120.2.(2)b TEMPORARY COOL-SEASON SEEDING RATE; (Ib.) Pure Live Seed (PLS) .i Dates (All °Sections) A�g 15 � Tall Fescue 50 to Western Wheatgrass 50 May 1 Annu�al Rye 50 .� TotaL� � '� 100 �A CONSTRUCTION METHODS: After the designated areas have been completed to the lines, grades, and cross-sections shown on �he 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 �hall be watered as directed by the Engineer so as to prevent washing of the slopes or c�islodgment of the seed. � r �,, oarz��ss SC-42 �� il 1 � �I� D •1 J � � ' Q�I'�I'� 1 V~ SQ�V1�11� V�IVVI��DIVv7 4 ,b. Finishing. Where applicable, the sh�ulders, slopes, and ditches shall be smoothed after seed bed preparation has been compl'�ted and shaped to conform to the cross-section previously provided and existing at the ti`�ne planting operations we�e begun. BROADCAST S,EEDING: The seed or se,ed mixture in the quantity specified shall be uniformly distributed over the areas shown on the Qrawings and where directed. If the sowing of seed is by hand, rather than by mechanical met�iods, the seed shall be sown in finro directions at right angles to each other. Seed and fertiliz � r shall be distributed at the same time provided the specified uniform rate of application for oth is,obtained. "Finishing" as specified in Section D- 46, Construction Methods, is not applic '�le 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 diarri�eter or they shall be removed. The area shall then be finished to line and grade as specified urf�der"Finishing" in Section D-46, Construction Methods. The seed, or seed mixture, specified��shall then be planted at the rate required and the application shall be made uniformly. If t� e.sowing of seed is by hand rather than by mechanical methods, seed shall be raked or harro�ed into the soil to a depth of approximately one-eight (1/8) inch. The planted area shall be Iled with a corrugated roller of the "Cultipacker" type. All rolling of the slope areas shall be or�;the contou�r. D ASPHALT MULCH SEEDING: The soil over the area shown on the Drawings, or as directed to be seeded, shall be loosened to the mi�imum depth of three (3) inches and all particles in the seed. bed shall be reduced to less than (�ne (1) inch in diameter, or they shall be removed. The D area shall then be finished to line and ��grade as specified under "Fini�hing" in Section D-46, Construction Methods. �� J � �J !1 � � �] Water shall#then be applied to the culti�ated area of the seed bed until a minimum depth of six (6) inches is thoroughly moistened. � m After the watering, when the ground h'�s become sufficiently dry to be loose and pliable, the seed, or seed mixture specified, shall en be planted at the rate required and the application shall be made uniformly. If the sowing f seed is by hand, rather than mechanical methods, the seed shall be sown in two directions a right angles to each other. Seed and fertilizer may be distributed at the same time, provid � the specified uniform rate of application for both is obtained. After planting, the seed s�all be raked or harrowed into the soil to a depth of approximately one-quarter (1/4) inch. �,;The planted surface area and giving a smooth surface without ruts or tracks. In between the �`�me compacting is completed and the asphalt is applied, the planted area shall be watered suff��iently to assure uniform moisture from the surface to a minimum of six (6) inches in depth. ' The application of asphalt shall follow �the last watering as rapidly as possible. Asphalt shall be of the type and grade as shown on th� Drawings and shall conform to the requirements of the item 300, "Asphalts, Oils and Emulsio , s". If the type of asphalt to be used is not shown on the Drawings, or if Drawings are not inclu � ed, 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 comple,,ie film is obtained and the finished surface shall be comparatively smooth. ; � 04/21�J9 � �C-43 7 �� ~ �7 �� 7 ,7��07 \� � RE-SEEDING OF AREAS PLANT�D WITH COOL SEASONS SPECIES: Areas where temporary cool season �pecies have `�een planted may b� 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 species shall be mowed down to a height of one (1) inch to insure that slit-seeding equipmen�'�will be able to cut tfirough the turf and achieve adequate soil penetration. � .� �, b * Slit-seeding; is achieved through the use of an implement which cuts a furrow (slit) in the soil and places the seed in the slit which ;� then pressed close with a cultipacker wheel. � . CONSTRUCTION WITHIN PARK AREA� .� TURF RESTORATION OF PARK Af��AS: FERTILIZER DESCRIPTION: "Fertilizer" will consis#� of providing and distributing fertilizer over such areas as are designated on the Drawings and in accordance with these Specifications. MATERIALS: All fertilizer used shall b� delivered in bags or containers clearly labeled showing the analysis. The fertilizer is subject �a testing by the City of Fort V1/orth in accordance with the Texas Fertilizer Law. a pelleted o�r grarlulated fertilizer shall be used with an anal}rsis of 16=20-0 or 16-5-8 or having the analysis shov�lY� 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 Officia �',�4gricultural Chemists. .„ In the event it is necessary to substit��e a fertilizer of a different analysis, it shall be a pelleted or granulated fertilizer with a lower c,,� ncentration. Total amount of nutrients furnished and applied per acre shall equal or exceed�that specified for each nutrient. CONSTRUCTION METHODS: Wheri� an item for fertilizer is included in the Drawings and proposal, pelleted or granulated fertili�er shall be applied uniformly over the area specified to be fertilized and in the manner directed:for the particular item of work. Fertilize'r shall be dry and in �good physical condition. Fertili�er th�at is powdered to caked will be rejected. Distribution of fertilizer as a particular item of work shall meet the approval of the Engineer. �i Unless othervvise indicated� on the Dra�rings, fertilizer shall be applied uniformly at the average rate of three hundred (300) pounds pe� acre for all types of "�odding" and four hundred (400) pounds per acre for all types of "Seedi�g". MEASUREiUIENT: Topsoil secured fror� borrow sources will be measured by the square yard in place on the project site. Measurerp,ent will be made only on topsoils secured from borrow sources. , Acceptable material for "Seeding" will �ie measured by the linear foot, complete iri place. Acceptable material for "Sodding" will b�e measured by the linear foot, complete in place. ap Acceptable material for "Fertilizer" sha� be subsidia 'ry to the price of sodding or seeding. .� PAYMENT: All work perFormed as ordered and measured as provided under "I�leasurement" ,� oarz��s S�-44 � 9 � � � `� P�A�T � � SP��MAL �ON�IfiIONS shall be paid for at the unit price bid for�ach item of work." Its price shall be full compensation for excavating (except as noted belo`�), loading, hauling, placing and furnishing all labor, equipment, t�ols, supplies, and inciderttals necessary to cbmplete work. All labor, equipment, tools and inciden Is necessary to supply, transport, stockpile and place topsoil or salvage topsoil as specified s�all be included in "�eeding" or "Sodding" bid items and D will not be paid for directly. � "Spot sodding" or "block sodding" as tl� case may be, will be paid for at the contract unit price per square yard, complete in place, as �rovided in the proposal and contract. The contract unit price shall be the total compensatior�` for furnishing and placing all sod, for all rolling and tamping; for all watering; for disposa�� of a11 surplus materials; and for all materials, labor, Dequipment, tools and incidentals necessary to complete the work, all in accordance with the Drawings and these�Specifications. " D D D The work performed and materials furn hed arld measured as provided under "Measurement" shall be paid for at the unit price for "S�eding", or "Sodding", of the type specified, as the case may be, which price shall each be full compensation for furnishing all materials and for performing all operations necessary to��complete the work accepted as follows: Fertilizer material and application will not be measured or paid for directly, but is considered subsidiary to Sodding, and Seeding. D-74 CONFINED SPACE ENTRY PROG�AM: It shall be the responsibility of the contractor to � implement and maintain a variable "CON , INED SPACE ENTRY PROGRAM" which must meet OSHA requirements for all its employees nd subcontractors at all times during construction. All active sewer manholes, regardless of de�th, are. defined by OSHA as "permit required confined D spaces". Contractors shall submit an acc�ptable "CONFINED SPACE ENTRY PROGRAM" for all applicable manholes and maintain an activ� file for these manholes: The cost of complying with this program shall be subsidiary to the pay iterY�s involv.ing work in confined spaces. 0 D-75 SUBSTANTIAL COMPLETION INS�ECTION/FINAL INSPECTION: D Prio� to the final inspection being conducted for the project, the contractor shall contact the city inspector in writing when the er��ire project or a designated portion of the project is substantially complete. �� i� �� The inspector along with appropria� 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 comple �ed or corrected. The contractor shall take immediate s��ps to rectify the listed deficiencies and notify the owner in writing when all the items have � een completed o� corrected. Payment for substantial completion ir�spection as well as final inspection shall be subsidiary to the project price. Contractor shall �till be required to address all other deficiencies which are discovered at the time of final ins�ection. . �e � 04/21/H9 � S C-45 ��7 \� �� s V��V�TI� VO�� 7 �0�� Final inspection shall be in conforman�e with general condition item "C5-5.18 Final Inspection" of PART C- GENERAL CONDITI4NS. � D-76 EXCAVATION NEAR TREES: • The Contractor shall be responsible for taking measures to minimize damage to tree limbs, tree trunks, and tree roots at each work site. All such measures shall be considered as incidental work included in the Contract Unit P�ice bid for applicable pipe or structure installation except for short tunneling/tree augering. �� Any and all trees located within the e°uipment operating area at each work site shall, at the direction of the En�ineer, be protec�ed by erecting a"snow fence" along the drip line or edge of the tree root system between tree and the construction area. .t 0 Contractor shall inspect each work site in advance and arrange to have any tree limbs pruned that might be damaged by equipment operations. The Engineer shall be notified�at least 24 hours prior to any tree trimming v��rk. No trimming work wjll be permitted within private property without written permission of the Owner. Nothing shall be stored" over the tree root system within the drip line area of any tree. Before excavation (off the roadway) within the drip line area of any tree, the earth shall be sawcut for a minimum depth of 2 feet. M At designated locations shown on the drawings, the "short tunnel" method using�Class 51 D.I. pipe shall be utilized. °: Except in areas where clearing is all�wed, all trees up to 8" in diameter ,damaged during construction shall be removed and�replaced with the same type and diameter tree at the contractor's expense. �' Contractor shall employ a qualified lan"�scaper for all'the work required for tree care to ensure utilization of the best agricultural practices and procedures. ,� Short tunneling shall consist of power augering or hand excavation. The tunnel diameter shall not be larger than 1-1/2 times the outside pipe diameter. Voids remaining after pipe in�,tallation shall be pressure grouted. D-77 CQNCRETE ENCASEMENT OF S�WER PIPE: Concrete encasement of sewers shall be paid for at the Con�ract Unit Price per lin��r 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' installatiorl and reinforcement of the concrete encasement. .� D-78 CLAY DAM: Clay dam constructior��shall be performed in accordance with the Wastewater Clay Dam Construction, figure in the Drawi�gs in these Specifications, at locations indicated on the Drawings or as directed by the City. Clay `�ams shall be keyed into undisturbed soil to make an impervious barrier to reduce groundwate�percolation through the pipeline trench. Construction material shall consist of compacted bentoriite clay or 2:27 concrete. Payment for work such as forming, placing and finishing shall be subsidiary to the price bid for pipe installation. a • � oar��s S �-46 �� D � �� .� J �I � � 7 �l7 \� � ~ �7 ��Tl� VO�7d��O7 \V D-79 EXPLORATORY EXCAVATION (D-F�OLE): The Contractorshall be responsible forverifying the locations of all existimg utilities prior to �nstruction, in accordan�e Vvith item D-22. At locations identified on the drawings, contr ctor shall conduct an exploratory excavationl(D-Hole), to locate and verify the location and elevatici� of the existing underground utility where it may be in potential co,nflict with a proposed facility alignment. The exploratory excavation shall be conducted prior to construction of the entire projec$; only at locations denoted on the plans or as directed by the engineer. Contractor shall submit � report of findings, (including surveyed elevations of existing conflicting utilities) to the City priorl�o the start of cons�ruction 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 appro�riate design modifications. The contractor shall make the necessary re�airs 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 ��e liable for any and all damages incurred due to the exploratory excavation (D-Hole). ` � Payment shall not be made for verificat°on of existing utilities per item D-22. Payment for exploratory excavation (D-Hole), at location� identified on the plans or as directed by the Engineer, shall include full compensation for all mate�als, excavation, surface restoration, field surveys, and all incidentals necessary to complete the work, shall be the unit price bid. No payment shall be r�ade for exploratory excavation(s) conduCted after construction has begun. D D-80 WSTALLATION OF WAT�R FAC! ��ITIES � D 8Q.1 Polyvinyl Chloride (PVC) W�ter Pipe: POLYVINYL Chloride Plastic Water Pipe and fittings on this Project shall be in a�cordance with the material standard contained in the General Contract Documents. P"�yment for work such as backfill, bedding, blocking, detectable tapes and all other ass�ciated appurtenant required, shall be included in the D linear foot price bid of the appropri�te 81D ITEM(S). a 80.2 Blocking: Concrete blocki g on this Project will necessarily be requiredAas shown on the Plans and shall be installed i� accordance with the General Contract Documents. All valves shall have concrete blockin� provided for supporting. No separate payment will be D made for any of the work involved;�or the item and all costs incurred will be considered to be included in the linear foot bid price of the pipe or the bid price of the valve. J � J 80.3 Type of Casing Pipe: 1. WATER: The casing pipe for open cut an�1 bored or tunneled section shall be AWWA C-200 Fabricated Electrically Welded Ste�"�I Water Pipe, and shall conform to the provisions of E1- 15, E1-5 and E1�9 in Material „Specifications of Gerieral Contract Documents and Specifications for Water Departm�nt Projects. The steel �asing pipe shall be supplied as follows: ' For the inside and outside of casin� pipe, coal-tar protective coating in accordance with the D requirements of Sec. 2.2 and related sections in AVWVA C-203. Touch-up after field welds shall provide coating equal to those specified above. C. Minimum thickness for casing p1�pe used shall be 0.375 inch. � 04/21/89 S� C-47 � P�A�fi � � SPE�M�� OI��MfiIONS .R Stainless Steel �asing Spacers 9(centering style) such as manufactured by Cascade Waterworks Manufacturing Company or an approved equal shall be used on all non- concrete pipes when installed in casing. Installation shall be as �recommended by the manufacturer. •`' ' r 2. SEWER: ;� � Boring used on this.project shall be in accordance with the material standard E1-15 and Construction standard E2-15 as per Fig. 110 of the General Contract Documents. e 3. PAYMENT: � Payment for all materials, labor�� equipment, excavation, concrete grout, backfill, and incidental work shall be included irj the unit price bid per foo't. 80.4 Tie-Ins: The Contractor sh�� II be responsible for making tie-ins to the existing water mains. It shall be the responsibility of the Contractor to verify the exact location and elevation of the existing line tie-�ns. And any differences in locations and elevation of existing line tie-ins befinreen the contract drawings and what may be encountered in the field shall be considered as incidental tc��onstruction. The cost of making tie-ins to e�cisting water or s�nitary sewer mains shall be included in the linear foot bid price of the pipe. 80.5 Connection of Existing M�ins: The Contractor shall determine the exact location, elevation, configuration and angufation of existing water or sanitary sewer lines prior to manufacturing of the connectin� piece. Any differences in Iocations, elevation, configuration, and or angulation of,existing lines between the contract drawings and what may be encountered in the said yYork shall be considered as incidental to construction. Where it is required to shut down existing mains in order to make proposed connections, such down time shall be coordinated with the Engineer, and all efforts shall be made to keep this down time to a minimum. In ca�e of shutting down an existin� main, the Contractor shall notify the Manager, Construction ��ervices, Phone 871-7813, at least 48-hours prior to the required shut down time. The C�ntractor's attention is directed to Paragraph C5-5.15 INTERRUPTION OF SERVICE, Page C5-5(5), PART C- GENERAL CONDITIONS OF THE WATER DEPARTMENT GENE�AL CONTRACT DOCUMENTS AND GENERAL SPECIFICATIONS. The Contracto'r shall notify the customer both personally and in writing as to the location, time, and schedule of the senrice 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. F 80.6 Valve Cut-Ins: It may be rr�cessary 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 co�sumers 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 �harge of inspection. All consumers shall be individually advised prior to the shut out and �dvised of the approximate length of time they may be without Service. Payment for work such as backfil�, bedding, fittings, blocking and all other associated appurtenants required, shall be incl�ded in the price of the appropriate bid items. Ll C�l I� � � � � L■J � � u � � � � � � Y �oarr��ss S°C-48 �*1 � �i �� P�A�fi D s SPE�M�A� �OI��MfiIONS � 80.7 Water Services: The relocatio��i, replacement, or reconnection of water services will D be required as shown on the plans; and/or as described �in these Special Contract Documents in addition to those locate�d in the field and identified by the Engineer. � All service's shall be constructed by ttfie contractor utilizing approved factory manufactured tap saddles (when required) and corpmration stops, type K copper water tubing, curb stops with lock wings, meter boxes, and if required approved manufactured D service branches. All materials used sfiall be as specified in the Material Standards (E1-17 & E1-18) contained in the General Cci�ntract Documents. All water services to be replaced shal�;be installed at a minimum depth of 36 inches below � final grade. All existing 3/4-inch water service lines�which are to be replaced shall be replaced with 1-inch � Type K copper, 1-inch diameter tap s,�ddle when required, and 1-inch corporation from the main line to the meter box. � � � �J � J � All services which are to be replaced or r�located shall be installed with the service main tap and service line being in line with th�! se�vice meter unless otherwise directed by the Engineer. �� I „ � A minimum of 24 hours advance n'Q° ticie shall be given when service interruption will be required as specified in Section C5-5.15 INTERRUPTION OF SERVICE. i All water service meters shall be remove�l, tagged, and collected by the contractorfor pickup by the Water Department for recon�tio�ing or replacement. After installation of the water service in the proposed location a d receipt of a meter from the project inspector the contractor shall install the meter. The meter box shall be reset as necessary to be flush with existing ground or as otherwise dire;;�ted by the Engineer. All such work on the outlet side of the service me�,er shall be performed by a licensed plumber. WATER SERVICE REPLACEMENTS: � Water service replacement or relocation is required when the existing service is Ieac�A or is too shallow to avoid breakage during street reconstruction. The contractor sh I replace the existing service line with Type K copper from the main to the meter, curb st p with lock wings, and corporation stop. � Payment for all work and materials such as backfill, fittings, type K copper tubing, curb stop with lock wings, service line adjust ent, and any relocation of up to 12-inches from center line existing meter location to cent r line proposed meter location shall be included in the � Linear Foot price bid for Copper S�rvice Line from Main to five (5) feet behind Meter. Any vertical adjustment of customer se ; ice line within the 5 foot area shall be subsidiary to the service installation. ,. � Y. Payment for all work and materials":such as tap saddle (if required), corporation stops, and fittings shall be included in the pric� bid for Service Taps to Main. J WATER SERVICE RECONNECTION: �Waterservice reconnection is required when the existing service is copper and at adequate �epth to avoid breakage during street reconstruction. The � 04/21/99 SC-49 � Q�11� 1 �d ~ ��V�1�/1� �i�'V1d��1�+`1�7 „ .� contractor shall adjust the existin'j water service line as required for reconnection and furr�ish a new tap with corporation stop.�The contractor will be paid for one (1) Service Tap to Main for each service reconnected pli�'S for any copper service line used in excess of five (5) feet from Main to five (5) feet behinc��the Meter. «g WATER SERVICE METER AND M�TER BOX RELOCATIONS: When the replacement and relocation of a water service an� meter box is required and the location of the meter and meter box is moved more than t�velve (12) inches, as measured from the center line of the existing meter to location to th� center line of the proposed meter location, separate payment will be allowed for the �relocation of service meter and meter box. Centerline is defined by a line extended from t�e service tap through the meter. Only relocations made perpendicular to�this centerline will be paid for separately. Relocations made along the centerline will be paid of in feet o� copper service line. When relocation of se►vice met�r and meter box is required, payment for all work and materials such as backfill, fittings, five (5) feet of type K copper service and all materials, labor, and equipment used by an� for the licensed plumber shall be included in the price bid for the service meter relocation.A q All other costs will be included in other appropriate bid item(s). This item will also be used to pay �Qr all service riiete'r and"meter box relocations as required by the Engineer when the service �line is not being replaced. Adjustment of only the meter box and customer service line within 5 feet distance behind the meterwill notjustify separate payment at any time. Locations w��hh multiple service branches will be paid for as one service meter and meter box relocation. ,� . � NEW SERVICE: When new service��are required the contractor shall install tap saddle (when required), corporation stop, type K;copper service line, curb stop with lock wings, and meter box. � a Payment for all work and materials such as backfill, fittings, type K copper tubing, and curb stop with lock wings shall be included in the Linear Foot price bid for Service Line from Main to Meter five (5) feet behind the m�ter. , � Payment for all work and materials,such as tap saddle, corporation stops, antl fiitti'ngs shall be included in the price bid for SePi�ice Taps to Mains. .� � Payment for all work and mate�ials'such as furnishing and setting new meter box shall be incfuded in the price.bid for furnish and set meter box. �� Pe MULTIPLE SERVICE BRANCHES: Wf�en multiple service branches are required the contractor shall furnish approved factory manufactured branches. Payment for multiple service bran�hes will include furnishing and installing the multiple service branch only and all other c�st will be included in other appropriate bid item(s). t� MULTIPLE STREET SERVICE LINE��TO SINGLE SERVICE METER: Any multiple service lines with taps se►vicing a single service meter encountered during construction shall be replaced with one service line that is;applicable for the size of the existing service meter and � C�� I� I� �l , � . � oar��s SC-50 v� � � � � D � �. Q�1�� SQ `��i��. G approved by the Engineer. �� Payment shall be made at the unit �id price in the appropriate bid item(s). 80.8 2-Inch Temporary Service Line: The 2-inch temporary service main and 3/4-inch service lines shall be installed to pravide temporary water service to all buildings that will necessarily be required to have sev �ed water service during said work. The contractor shall be responsible for coordinating th� 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 expeditiou manner. Severed water service must be reconnected within 2 hours of discontinuance of�ervice. DA 2-inch tapping saddle and 2-inch orporation stop or 2-inch gate valve with an appropriate fire hydrant adapter fitting shall be �quired a# the tem�orary service�point of connection to the City water supply. The 2-inch te porary service main and 3/4-inch service lines shall be D installed in accordahce to the att�c ed figures 1, 2 and 3. 2" temporary service, line shall be cleaned and sterilized by using chl � rine gas or chlorinated lime (HTH) prior to installation. D � � A finro-inch meter will� be furnished b� the Water Department Meter Shop and installed by the Contractor at its point of connectio to the City water supply for record keeping purposes only. The out-of-service meters sh�ll be removed, tagged� and collected by the Contractor for delivery to the Water Departme�t Meter Shop for reconditioning or replacement. Upon restoring permanent service, the Co,�itractor shall re-ins�all 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�� The temporary service layout shall have, a minimum available flow rate of 5 GPM at a � dynamic pressure of 35 PSI per se�vice tap. This criteria shall be used by the Contractor to determine the length of temporary �service allowed, number of service taps and number of feed points. a D a � � � � 04/21/39 � When the temporary service is re�uired for more than one location the 2-inch temporary service pipes, 3/4-inch service lines and the 2-inch meter shall be moved to the next successive project location. '° Payment for work such as fittings�: 3/4-inch service lines, asphalt, barricades, all service connections, removal of temporary �ervices and all other associated appurtenants required, shall be included in the appropriat� bid item. , 80.9 Adjust Manholes, and V�ults (Utility Cut): Contractor will be responsible for adjusting water valve boxes, manfioles and vaults to match new pavement grade. The unit price bid will be full payment for ma��rials including all labor, equipment, tools and incidentals necessary to complete the work. 80.10 Adjust Water Valve Boxe �� Contractorwill be responsible for adjusting water valve boxes to match new pavement g�ade. The water valves themselves will be adjusted, if necessary, by City of Fort Worth Water Department for�es. Prior to the beginning of work, the Contractor shall make an inventory of the condition of SC-51 P,A�fi � = S�E�M�AI� �ONDITMONS oar��s a� existing �n/ater valve boxes. The (�onstruction Engineer will field verify this inventory and provide the Contractor replacements for broken valve boxes. The contractor shall replace the valve boxes which are damaged during construction at no cost to the City. The unit price bid per each will be full compensation for all labor, materials, equipment, tools, anci incidentals necessary to comp�ete the work. 50.11 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 exce�t as modified herein. The Contractor will furnish all water for INITIAL cleaning and sterilization of water lines. All materials for �onstruction of the project, includi�i�g appropriately sized "pipe cleaning pigs", chlorine gas or chlorinated lime (HTH) shall be fu rnished by the C�ntractor. Chlorinated lime (HTH) shall be used in sufficient quantities to �i�ovide 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 sewer not be available, chlorinated water shall be "de-chlorinated" prior to disposal. The line may not be �laced 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 consid�red to be included in the linear foot bid price of the pipe. 80.12 Work Near Pressure Plane Boundaries: Contractor shall take note that the water line to be replaced under this contr��t 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 c,,onnections are made befinreen pressure planes 80.13 Water Sample Station: ; � GENERAL: � All water sampling station installatio�ns will be per attached Figure 34 or as required in large water r�eter 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 'rgquir.ed to pick up this item at the Field Operations Warehouse. _ PAYMENT FOR FIGURE 34 INSTALLATIONS: Payment for all work and materials necessary for the installation of the �/4-inch type K copper service line will be shall be included in the p�ice bid for copper �Service Line from Main to Meter. Payment for all work and material��necessary for the install�tion tap saddle (if required), corporation stdps, and fittings shall be included in the price bid for Service Taps to Main. g � Payment for all work and materia�s��ecessary for the installation of the s,ampling station, concrete support block, curb stop, fittings, and an incidental 5-feet of type K copper service line which are required to provide a�omplete and functional water sampling station shall be included in the price bid for Water Sample Stations. :, SG�-52 �� ' a, ,, � � '�1 '� !J �� ,� h P�A�T � = 5P��1�4�. �ONDIfiIONS PAYMENT FOR FIGURE 33 INST,�LLATIONS: Payment for all work and materials necessary for the installation tap saddl�, gate valve, and fittings shall be included in the price bid for Service Taps to Main. ` Payment for all work and materials ri�ecessary for the installation of the sampling station, modification to the vault, fittings, an�' 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 F,ittings: Reference Part E2 Construction Sp"ecifications, Section E2-7 Installing Cast Iron Pipe, fittings, and Specials, Sub section E�-7.11 Cast Iron Fittings: the first Paragraph shall be revised to read as follows: � E2-7.11 DUCTILE-IRON AND GRA1rr�IRON FITTINGS: All ductile-iron and gray-iron fittings shall be furnished with cement morta�lining as stated in Section E1-7. The price bid perton of fittings shall be payment in full for, all fittings, joint accessories, polyethylene wrapping, � horizontal concrete blocking, vertic�al tie-down concrete blocking, and concrete cradle necessary for construction as desigried. � � � �] All ductile-iron and gray-iron fittings, �alves and specials shall be wrapped with polyethylene wrapping conforming to Material Sp�cification E1-13 and Construction Specification E2-13. Wrapping shall precede horizontal �'�'oncrete blocking, vertical tie-down concrete blocking, and concrete cradle. Payment for ��e polyethylene wrapping, horizontal concrete blocking, vertical tie-down concrete blocking, and concrete cradle shall be included in bid items for vales and fittings and no other pay�ents will be allowed. �� D-81 SPRINKLING FOR DUST CONTROL: � All applicable provisions of Standard Spe�fic�tions Item 200, "Sprinkling for Dust Control" shall apply. However, no direct payment will b� made for this item and it shall be considered to this contract. � D-82 DEWATERING: The Contractor shall be responsible for d�etermining the method of dewatering operation for the � water or sewage flows from the existing� mains and ground water. The Contractor shall be responsible for damage of any nature res�'llting frorr� the dewatering operations. � �, J The DISCHARGE from any dewatering op�ration shall be conducted as approved by the Engineer. Ground water shall not be discharged into�;san'itary sewers. ., Dewatering shall be considered as inci t� ntal to a construction and all costs incurred will be considered to be included in the project p�ce. D-83 TRENCH EXCAVATION ON DEE� TR�NCHES: Contractor to prevent any water flowing�into open trench during construction. Contractor shall not � 04/21/99 �C-53 � � ., 1 �1 \� � ~ $��'i ��1 •�1�1�� leave excavated trench open overnight. Contractor shall fill any trench the same day of excavation. No extra payment shall be allowed for tl�is special condifiion. D-84 TREE PRUNING: h A. REFERENCES: National Arbori��t Association's "Pruning Standards for Shade Trees". �� B. � ROOT PRUNING EQUIPMENT �� Vibratory Knife 'r Vermeer V-1550RC Root Pruner� � C. NATURAL RESOURCES PROT�CTION FENCE Steel "T" = Bar stakes, 6 feet lon�. Smooth Horse-Wire: 14-1/2 gauge (medium gauge) or 12 gauge (heavy gauge). � ' Surveyor's Plastic Flagging: "Tun�ira" weight, International fluorescent orange or red color Combination Fence: Com�nercia(ly manufactured combination soil sep�rator fabric on wire mesh backing as shown on th� Drawings. .� D. ROOT PRUNING , �� Sunrey and stake location of roo�Pruning trenches as shown on drawings. Using the approved specified equi°� ment, make a cut a minimum of 36 inches deep in order to minimize damage to the undisturbed root zone. � Backfill and compact the trench irhmediately after trenching. Place a 3-foot wide by 4-inch de�p cover of mulch over the trench as required by the Engineer. ��• 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. Limit any grading work within conse'rvation areas to 3-inch maximum cut or fill, with r�o roots over 1-inch diameter being c�t unless cut by hand or cut by specified methods, equipment and protection. ' �w a E. MULCHING: Apply 2-inches to 4-ii�ches of wood chips from trimming or clearing operation on areas designated by the Enginger. '' Tree Pruning shall be considered subS�diary to the project contract price. oarz��s ��-54 �� r o ��_S�d� ��fi�� . � � l�J D-8S TREE REMOVAL: Trees to be removed shall be removed usi�g applicable methods, including stump and root ball removal, loading, hauling and dumping. E�tra caution shall be taken to not disrupt existing utilities both overhead and buried. The Contract r shall immediately repair or replace any damage to utilities and private property including, bu�l not limited to, wa�er 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 Ilconsidered subsidiary to the project contract price and no additional payment will be allowed. D-86 TEST HOLES: a The matter of subsurface exploration to a$�ertain the nature of the soils, including the amount of rock, if any, through which this pipeline ins�allation is to be made is the responsibility of any and all prospective bidders, and any bidder on t�is project shall submit his bid under this condition. D 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. - � � �, � � � J � � � � If test borings have been made and are prq,�rided for bidder's information, at the locations shown on the logs of borings in the appendix of this s�ecification, it is expressly declared that neither the City nor the Engineer guarantees the accurac�I for the informatian or that the material encountered in excavations is the same, either in charac�er, location, or elevation, as shown on the boring logs. It shall be the responsibility of the bidder��o make such subsurface investigations as he deems necessary to determine the nature of the.�material to be excavated. The Contractor assumes all responsibility for interpretation of these �'�ecords and for making and maintaining the required excavation and of doing other work affect�d by the geology of the site. The cost of all rock removal and other assAciated appurtenances, �if required, shall be included in the linear foot bid price of the pipe. oarz��s �SG55 � � � a. M � , � / , � ADDITIONAL �ECIAL CONDITIONS , m, �.' I �J � � � J J •l J � � � � s . i �1� PART DA - ADDITION��L SPECIAL CONDITIONS DA-1 PIPEL'INE REHABILITATION CUREQ„IN-PLACE PIPE (OMITTED) ....................... ASC-3 DA-2 PIPELINE REHABILITATION PIPE �A�JLA�GEMENT SYSTEM ............................. ASC-3 DA-3 PIPELINE REHABILITATION FOLD AND FORM PIPE (OMITTED) ..................... ASC-10 DA-4 SLIPLINING (OMITTED) ...................................................................................... ASC-10 DA-5 PIPE INSTALLED BY OTHER THAN�iOPEN CUT ........,y.......� .............................. ASC-10 DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR (OMITTED) ................... ASC-14 ok y DA-7 PROTECTIVE MANHOLE COATINC� FOR CORROSION PROTECTION ........... ASC-14 � DA-8 MANHOLE REHABILITATION ITEM� (OMITTED) ............................................... ASC-16 DA-9 SURFACE PREPARATION FOR M��IHOLE REHABILITATION (OMITTED) ...... ASC-16 DA-10 INTERIOR MANHOLE COATING - I�IICROSILICATE MORTAR (OMITTED) ....... ASC-16 � DA-11 INTERIOR MANHOLE COATING -(�UADEX SYSTEM (OMITTED) .................... ASC-16 DA-12 INTERIOR MANHOLE COATING -�PRAYVI/ALL SYSTEIVI ............................... ASC-16 DA-13 INTERIOR MANHOLE COATING -�RAVEN LINING SYSTEM ............................ ASC-19 PERMACAST SYSTEM (OMITTED) ............. ASC-21 DA-14. INTERIOR MANHOLE COATING - y' DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SYSTEM�(OMITTED) ............ ASC-21 DA-16 RIGID FIBERGLASS MANHOLE LINERS (OMITTED) ......................................... ASC-21 DA-17 PVC LINED CONCRETE WALL RLCONSTRUCTION (OMITTED) .................... �DA-18 PRESSURE GROUTING (OMITTED) ................................................................. ASC-22 ASC-22 � DA-19 VACUUM TESTING OF REHABIL�"T'ATED MANHOLES (OMITTED) ................... ASC-22 DA-20 FIBERGLASS MANHOLES (OMIT,�'ED) ............................................................... ASC-22 � DA-21 LOCATION AND EXPOSURE OF MANHOLES AND VALVES (OMITTED) ........ ASC-22 DA-22 REPLACEMENT OF CONCRETEmCURB AND GUTTER ..................................... ASC-22 Q DA-23 REPLACEMENT OF 6" CONCRE'�E DRIVEWAYS ............................................. ASG22 � � DA-24 REPLACEMENT OF H.M.A.C. PPu�/EMENT AND BASE (OMITTED) ................... ASC-22 oa��s�s �SC-1 � � PART DA - ADDITIONAL SPECIAL �ONDITIONS DA-25 GRADED CRUSHED STONES �N MITTED .., ASC-22 �� ) ................................ ................... DA-26 WEDGE MILLING 2" TO 0" DEF��H 5.0' WIDE (OMITTED) ................................. ASC-�2 i m DA-27 BUTT JOINTS - MILLED (OMITT�D) ................................................................... ASC-23 a` DA-28 2" H.M.A.C. SURFACE COURS� (TYPE "D" MIX) (OMITTED) ............................ ASC-23 6� DA-29 REPLACEMENT OF 7" CONCRETE VALLEY GUTTER ...................................... ASC-23' DA-30 NEW 7" CONCRETE VALLEY GUTTER (OMITTED) .......................................... ASC-23 , DA-31 NEW 4" STANDARD WHEELCH'AIR RAMP (OMITTED) ..................................... ASC-23 � DA-32 8" PAVEMENT PULVERIZATION�(OMITTED) ..................................................... ASC-23 DA-33 REINFORCED CONCRETE PAV�EMENT OR BASE (UTILITY CUT) (OMITTED) ASC-24 � DA-34 RAISED PAVEMENT MARKERS;�OMITTED) ...................................................... ASC-24 DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATERIAL (OMITTED) ........... ASC-24 . • A DA-36 LOADING, TRANSPORT, AND DI�POSAL OF CONTAM. SOIL (OMITTED) .... y� DA-37 ROCK RIPRAP - GROUT - FILTEf�,FABRIC (OMITTED) ..................................... a . DA-38 CONCRETE PIPE FITINGS AND ��PECIALS (OMITTED) ................................. oa��s�s � , � e � , R s � 7 9 �� A�C-2 �F , 0 ASC-24 ASG24 ASC-24 � J � � PART DA - ADDITIOf�AL SPECIAL CONDITIONS DA-1 PIPELINE REHABILITATION CURED�IN=PLACE PIPE: (OMITTED) DA-2 PIPE ENLARGEMENT SYSTEM: A. GENERAL: � 1. Description: This specification includes requirements to rehabilitate existing sanitary sewers by the pipe enlarg�ment system, herein called Pipe Bursting or Pipe D Crushing (Pipe Bursting/Cru.,�hing). This system includes splitting or bursting the existing pipe to install a new polyethylene pipe and reconnect existing sewer service connections. f� �1 ,I � � � � � =J � �� I� � 04/16/J9 2. Methods: This section specifies��the approved syst2m method or process to include all labor, materials, tools, equi�ment and incidentals necessary to provide for the �complete rehabilitation o�� deteriorated gravity sewer lines by the Pipe Bursting/Crushing systems. ;yqpproved methods include: the PIM Corporation (PIM System), Piscata Way, New �ersey; McLat Construction (McConnell System for Pipe Crushing), Houston, Texas; and Trenchless Replacement Systems, (TRS System), Calgary, Canada. Refer to I�art D- SPECIAL CONDITIONS D-61 SIBSTITUTIONS for information regarding pre-approval procedures for alternative processes. 3. Definition: The Pipe Bursting/Cr�shing system is defined as the reconstruction of gravity sewer pipe by installing ana,approved pipe material, by means of one of the pre- approved methods set forth i��i Section A.2 of this specification. The process involves the use of a static, hydraulic' r pneumatic hammer "moling" device, suitably sized to break out the old pipe or �sing modified boring "knife" with a flared plug that implodes and crushes the e�tisting sewer pipe. Forward progress of the "mole" or the "knife" may be aided by t"� use of hydraulic equipment or other apparatus, as specified in the approved m�thods. The replacement pipe is either pulled or pushed "into the bore. The method �Ilows for replacement of pipe sizes from 8" through 21" and/or upsizing in varying i�icrements up to 21 ". This specification is based on the precedent that the Pipe Bu ting/Crushing system used has been pre-approved by the City of Fort Worth ' epartment of Engineering, and Fort Worth Water Department. 4. Quality Assurance: The Contractor shall be c�rtified by the particular Pipe Bursting/Crushing system manufacturer that such fir °' is a licensed installer of their system. No other Pipe Bursting/Crushing system� other than those listed in Se�tion A.2. of these specifications is acceptabl�. a. Personnel directly involved with installing the new pipe shall receive training in the proper methods"for joint fusing, handling, and installing the polyethylene pipe. Training shall � performed by a qualified representative as determined by the pipe manuf� turer. � ASC-3 � }� PART DA - ADDITIONAL� SPECIAL CONDITIONS b. Personnel directly invqlved with installing the new pipe shall receive training in the proper method�'for joint fusing, handling, and installing the polyethylene pipe. Training shall;l�e performed by a qualified representative as determined by the pipe manufacturer. 5. Submittals: Submit for revi,�w and acceptance, the following Contractor's Work Plan and Drawings to the Depar�ment of Engineering (DOE): a. Shop drawings, catalc�g data, and manufacturer's technical data showing complete information on material composition, physical properties, and dimensions of new pjpe and fittings. Include manufacturer's recommendation ,, for handling, storag�e, and repair of pipe and fittings if damaged. b. Location and number o�f insertion or access pits shall be planned by Contractor and submitted in writing prior to excavation for approval by DOE. � � c. Method of constructior��and restoration of existing sewer service connections This shall include: � ' 1) Detail drawing� and written description of the entire construction procedure to install pipe, bypass sewage flow and reconnection of sewer service connections. � 2) Working drawings for information only showing sewage flow bypass, and maintenance' of traffic. Contractor shall provide for continuous sewerage flqy�+. Dewatering shall be the Contractor's responsibility. 3) Certification of v�prkmen training for installing pipe. 4) Television- inspe�tion reports and video tapes made after new pipe installation. 0 Delivery, Storage, and Han�ling: � a. Transport, handle, and store pipe and fittings as recommended by manufacturer. b. If new pipe and fittings b.;�come damaged before or during installation, it shall be repaired as recomm�nded by the manufacturer or replaced as required by the Project Manager at the Contractor's expense, before proceeding further. o� � �ti c. Deliver, store and handl� other materials as required to prevent damage. B. MATERIALS: 04/16�J9 Polyethylene Piping Material: T�e pipe and fitting material shall be high density, extra molecular weight (EHMW) polyethyl"ene pipe material conforming to ASTM D1248, Type III, Class C, Category 5, Grade P34, and have a PPI (Plastic Pipe Institute) recommended designation of PE3408 and cell classification 345434C per ASTM ASpC-4 �,� � � J !1 �I J � � „ � PART DA — ADDITION ,AL SPECIAL CONDITIONS �e D3350. The molecular weight category shali be extra high (250,000 to 1,500,000) as per the Gel Permeation Chr�matography determination procedure with a typical value of 330,000. a. The interior of the pip �� shall be a light reflective color to facilitate closed circuit television inspec�ion. a. The pipe material shall be �jsted by the Plastic Pipe Institute (PPI) in PPI TR-4. The pipe material shall��ave as hydrostati� design basis of 1600 psi at 73 F and 800 psi at 140 F. , b. The manufacturer's certific�ation shall state that the pipe was manufactured from one specific resin and shall state the resin used and its source. All pipe shall be made of virgin m�terial. No rework, except that obtained from the manufacturer's own pr„ duction of the same formulation, shall be used. D c. Pipe supplied under this s�ecification shall have a nominal IPS (Iron Pipe Size) outside diameter. The Standard Dimension Ratio (SDR1 and minimum pressure ratin4 of the �ipe shall be SDR 17 -100 psi. Pipe with'a lower SDR D ratio and higher pressure rating may be used in lieu of the minimum specified. . � � !J � I'� �� '� I�� 2. Tests: The Contractor shall be required to send submittals to the City of Fort Worth on the production material. a. The pipe manufacturer s II provide certification that samples of the� production product meets these s ecifications. The certification will state that production product has been tes d in accordance with ASTM D2837, and validated in accordance with the latest revision of PPI TI�-3. b. The pipe manufacturer s�all provide certification that stress regression testing ' � has been pertormedd!on the specific product. Certification shall include a stress life curve per P!!�TM D2837 and testing shall have been perFormed in accordance with ASTM D2837. c. Rejection: P.olyethylene,,plastic pipe and fittings may be rejected for failure to meet any of th,e requ�rements of this specification. "s C. SEWER SERVICE CONNECTIONS: " � 04/16/89 1. Sewer Service Connections: Sewer service connections shall be connected to the new pipe •by mechanical or fusior� methods. Once the saddle is secured, a hole shall be drilled in the pipe the full in�Ade diameter of saddle outlet. 2. Pipe Saddles: Mechanical sad Y les shall be. made of polyethylene pipe compound that meets the requirements of �STM D1248, Class C, have stainless steel straps and fasteners, neoprene gaske Iand backup plate. Mechanical saddles shall be Strap- on-Saddle Type as manufa tured by Driscopipe or Tapping Saddle manufactured by ASC-5 � :� PART DA - ADDIT�IONAL SPECIAL CUNDITIONS s � DuPont, or approved eq�9al. Fusion saddles shali be electrofusion branch saddles as manufactured by Central Plastics Company, or approved equal. .3. Connection to Existing Service: Connections to the existing sewer service connections pipe shall be made using flexible couplings. All flexible couplings shall conform to ASTM C425 and shall be as manufactured by Fernco Joint Sealer Co., DFW Plastics, Inc. or approved equal. Backfill at service connections shall be cement stabilized sand (2 sacks per cubic yard) to a point 12 inches above the service lateral to trench intersection and shall be in accordance with these specifications. ,�. The Contractor shall, 'upon reqi�est, permit the Engineer to take elevations on both the existing and new portions�bf the service connection pole to determine final grade and invert elevations. Elevat�bn changes greater than 0.10 feet from the house lateral piping and shall be recorinected as directed by the Engineer. ,� a� 4. Service Interruptions: Service interruptions to homes shall not exceed 18 hours. � D. PREPARATION: 1. Bypassing Sewage: � a. The Contractor shall bj�pass the sewage around the section or sections of sewer to be rehabilitated °� The bypass shall be made by plugging existing upstream manhole and pumping the sewage into a downstream manhole or adjacent system or other m�thod as may be approved by the Engineer. The pump and bypass lines �hall be of adequate capacity and size to handle the flow without sewage backup occurring� to facilities connected to the sewer. �� b. The Contractor shall be res�onsible for Continuity of sanitary sewer service to each facility conne�ted to the section of sewer during the execution of the work. If sewage backup��occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage costs and claims. 6 2. Line Obstructions: If pre-in��allation (fiV) 'inspection reveals an obstruction in the existing sewer (heavy soli�s, dropped joints, protruding �ervice taps or collapsed pipe) which will prevent corr�pletion of tl�e pipe bursting/crushing process, and cannot be removed by convention�l sewer cleaning equipment, then an obstruction removal shall be made by the Cont�;actor, with the approval of the Engineer. 0 �: 3. Sags in Sewer Line: ALL SA`GS AND GRADE PROBLEMS IN EXISTING SEWER LINES SHALL BE CORR�CTED AS PART OF THIS CONTRACT.. If the .pre- construction television insp;gction reveals a sag in the sewer line, the Contractor shall be responsible for bringing �he proposed sewer pipe to an acceptable grade without a sag. A sag is defined as aqny sewer line segment more than 3 feet in length which ponds water in the absenceoof sewage flow. The contractor shall take the necessary measures to eliminate the sag by the method of: pipe replacement, digging' a sag � na p'� oa��sr�s �S C-6 � � � '� �� i� � I� �j� ■� I� ,� L�J � � I u LJ � , PART DA - ADDITIO�VAL SPECIAL CONDITIONS elimination pit and bringing t�e bottom of the pipe trench to a uniform grade in line with the existing pipe invert r by other measures that shall be acceptable to the Engineer and the City. � a. Identification of Sags: ��,ags shall be identified by television inspection in the absence of sewage :�low. If available, the Contractor shall be furnished television .tapes fro " the City identifying the sag location. Flow shall be blocked at an upst�am manhole and diverted to another sewer line or downstream manho�e below the segment of pipe to be inspected. TV inspection shall be �ertormed in acco�`dance with television inspection of sanitary sewer lines.u, Video tapes shall be submitted to the Department of Engineering for review. b. Correction of Sags: Sags shall be corrected by open cut and by adding additional bedding aterial to bring the sag back to grade where access is available. For pipe�nlargement methods, all sags identified on the pre- construction video t�pes shall be corrected prior to commencing with pipe enlargement. , � In instances where sags are located under existing structures, the existing sewer line may be,��relocated using open� cut or boring methods. The Department of Engin�eering shall specificall�.review potential relocation's and evaluate the constructability, economics and engineering feasibility prior to construction work. c. Measurement and Payr�'ent: Measurement and payment to correct sags shall be per linear foot of pi�e construction to correct the sag. For pipe bursting methods, open-cut � r bore construction, the applicable bid prices in the proposal section sh! II apply. 4. Television Inspection: Inspect4on of the pipelines shall be performed by experienced personnel trained in locatin� breaks, obstacles and service connections by closed circuit color television. Television inspection shall be in accordance with the specifications contained erewith for "Pre- and Post-Construction Television Inspection of Sanifary Sew r Li�es". � E. PIPE ENLARGEMENT SYSTEM AN��PIP,E INSTALLATION: a04/16/99 1. Site Organization: a. Insertion or access �its shall be located such that their total number shall be minimized and the length of replacement pipe installed in a single pull shall be maximized. b. Existing manholes �all be utilized wherever practical. Manhole inverts and bottoms may be re @ oved to permit access for installation equipment. �,sc-7 � PART DA - ADDITIQNAL SPECIAL CONDITIONS , ,� , c. Equipment used to `perForm the work shall be located away from buildings so as not to create a noise impact. Provide silencers or other devises to reduce machine noise as needed to meet requircments. 1; Finished Pipe: The installed replacement pipe shall be continuous over the entire length of each pipe segment from manhole to manhole and shall be free from visual defects such as foreign inclusions;;concentrated ridges, discoloration, pitting, varying wall thickness, pipe separation, other deformities. Replacement pipe with gashes, nicks, abrasions, or any such ph�sical damage which may have occurred during storage and/or handling, which are larger/deeper than 10% of the wall thickness shall not be used and shall be removed from the construction site. The replacement pipe passing through or terminating in a manhole shall be carefully cut out in a shape and manner approved by the Engineen. The invert and benches shall be streamlined and improved for smooth flow. �� he installed pipe shall meet the leakage requirements of the pressure test specifi�d later. 3. Pipe Jointing: d+ r - a. Sections of polyethylene� replacement pipe shall be assembled and joined on the job site above the ground. Jointing shall be accomplished by the.heating and butt-fusion system Fn strict conformance with the manufacturer's printed instructions. x r b. The butt-fusion system� for pipe jointing shall be carried out in the field by operators with prio'r experience in fusing polyethylene pipe with similar equipment using proper jigs and tools p�r standard procedures outlined"by the pipe manufactur"�r. These joints shall have a smooth, uniform, double rolled back bead �ade while applying the proper melt, pressure, and alignment. It shall b the sole responsibility of the Contractor to provide an acceptable butt-fus�on joint. All joints shall be made available for inspection by the Engineer befbre insertion. The replacement pipe shall be joined on the site in appropria�e working lengths near the insertion pit. The maximum length of continuous replacement pipe which shall be assembled above ground and pulled on the job site'at any one time shall be 600 linear feet. c. For situations where the replacement pipe is not pulled all the way to the manhole or if it is impossible to pull the missle all the way through, the following shall apply� At the direction of the Engineet, a 12"-18" full circle steel clamp shall be�utilized to connect segments of the HDPE pipe. �� 4. New Pipe Installation: a. Thread winch cable or chain and associated lines through sewer section to be rehabilitated. Keep lines away from pedestrian and vehicular traffic. b. Existing manholes may�be used for launch and receiving access. Remove manhole invert and°bottom as required. Pull winch chain through sewer section and attachr�o cutter and machine head. Lower into launching manhole, apply winch tension pulling the cutter and head into the sewer until 04/16i99 A�C-8 � � � � J � � � � !J � � � !J !J � � � � �J � 04/96�39 � � PART DA - ADDITION L SPECIAL CONDITIONS the rear of the machin� is flush with the manhole wall. Attach steel starter pipe and advance asse ' bly until the rear of the steel starter pipe is flush with the manhole wall. Lo r hydraulic jack into the manhole and align. Insert new pipe by simultane� s operation of the jack and winching the cutter and head forward. �- Anchoring New Pipe and Sealing �Manholes: a. After the new pipe has been installed in the entire length of the sewer section, anchor the pipe at ma�oles. The new pipe shall protrude in the manholes for enough distance t allow sealing and trimming. 5. b. Sealing the new pipe at r`�anholes shall not begin for a minimum of ten (10) hours after installation� Provide a flexible gasket connector in the manhole wall at the end of the r�w pipe, centered in the existing manhole wall. Grout flexible connector in t�he manhole, filling all voids the full thickness of the manhole wall. ° a� c. Restore manhole bottom �and invert. Field Testing: � a. Low Pressure Air Tes,� of Replacerrient Pipe: After a manhole-to-manhole section of sanitary se�er main has been pipe burst/crushed and prior to any service lines being �cQnnected to the replacement pipe, the pipe shall be plugged at each ma �ole with pneumatic plugs. The design of the plugs shall be such that th�y will hold against the'test pressure without requiring external blocking or racing. One of the plugs shall have three air hose connections; one for t e inflation of the plug, one for reading the air pressure in the sealed line, a�d one for introducing air into the sealed line. Low pressure air shall the � be introduced into the sealed line until the internal air pressure reaches 4.0 psig greater than the average back pressure resulting from any ground wat�r that may be over the pipe. At least two minutes shall elapse to allow the p�essure to stabilize. The time required for the internal pressure to decrease from 3.5 to 2.5 psig greater than the average back pressure resulting fro�n any ground water that may be over the pipe, shall not be less than the tim�ishown for a given pipe diameter in the following table: Carrier Pipe Diameter (inches) 8 10 12 15 i�lllinimum Elapsed �. Time (minutes) �, 4 6 � 7 b. Post-Construction Tele�ision Inspection of�New Pipe: Refer to Special Condition for Post-Constructio'h Television Inspection of Sanitary Sewer. a�SC-9 � PART DA - ADDITy�NAL SPECIAL CONDITIONS � F. MEASUREMENT AND PAYMENT: ;; °� .� 1. Pipe Installation: Pipe installation will be measured for payment by the linearfoot of pipe . actually installed in the various diameters of sewers measured along the centerline of the sewer from centerli�ie to centerline of manholes. Payment will be made for the quantities measured at the unit price per linear foot for the various sewer diameters � listed. � 2. Service Reconnections: Installation of sewer service connections will be measured for payment by each actuallyEreconnected to'the installed pipe. Payment will be made for the quantities measur`�d at the unit price per each listed. Payment shall include required excavation ando backfill, saddles, flexible connections, and all other incidentals necessary fo successfully reconnect sewer service lines to the rehabilitated sewer. Pa'y`rnent shall not include pavement replacement, which if required, shall be paid separately. i 3. Sewer Cleaning by �Bucket Machine: Heavy cleaning requiring more than hydraulic jet cleaning shall be perforrrfed by bucket machines. The payment for such cleaning shall be included in the��bid item for Pre-Construction Television Inspectiom of Sanitary Sewer Lines. �; 4. By-pass Pumping: The Contr�ctor shall provide diversion for the flow of sewage around tF�e section or sections of pipe designated for rehabilitation. The pumps and by-pass lines shall be of adequate capacity and size to handle all flows. All costs for by-pass pumping required during� installation of the pipe shall b�e subsidiary to pipe enlargement. � 5. Subsidiary Work: Any dam�ge to utilities and property, resulting repairs, temporary service costs, etc. shall be borne by Contractor. Rep�ir and/or replacement of fences, sprinkler �ystem y piping and other such restoration work resulting from Contractor activities shall be considered subsidiary to the cost of the project and no additional payment will be��Ilowed. ' � R 6. Testing: All cost for testing th� replacement pipe by a pressure method will be incidental to pipe installa�ion. �� , � DA-3 FOLD AND FORM PIPE: (OMIT�ED), 9, DA-4 SLIPLINING: (OMITTED) yg eY DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT: A. GENERAL: � 1. Furnish materials and necess�°ry accessories, with strengths, thickness, coatings, and fittings indicated, �pecified �nd/or necessary to complete the work. 2. All excavation shall provide an open area conforming to. the outside diameter of the casing and/or carrier condi�it. The excavation shall be to an alignment and grade which will allow the carrier ��nduit to be installed to proper line and grade as shown on the Plans and as establi�hed in the Specifications. � 04/16/99 A�C-10 d � �R � ,�,v s � 7 J J � � ^,� PART DA - ADDITI01�4L SPECIAL CONDITIONS .� 3. Work shall be performed in accor�,�ance with the requi`rements of the City of Fort Worth Water Department, the Texa� Departmec�t of Transportation, or railroad company, as applicable. �� A. MATERIALS: � � � � � � � A. D � J � � � J � 04/16/99 � 1. Casing Pipe: Casing pipe �hall be steel conforming to ANSI B36.10 and the following: � a. Field Strength: 35,00�� psi minimum. b. Wall thickness: 0.31� in. minimum (0.5 for railroad crossings). c. Diameter: As shown N n the drawings (minim�m size requirements). d. Joints: Continuous c��cumferential weld in accordance with AWS D1.1. 2. Carrier Pipe in Casing: Carri�r pipe shall be as shown on drawings and as specified in the General Contract Doc�ments. .p 3. Sewer Pipe without Casing Phpe: Shall be minimum Class 51 ductile iron pipe, or as designated on the plans. � 4. Grout: Grout shall be Portla d Cement grout of min. 2000 psi compressive strength at 28 days. Proportioned no less than 1 cu. ft. o# cement to 3 cu. ft. of fine sand with sufficient water added to pr ide a�free flowing thick slurry. EXECUTION 1. Where sewer pipe is required ��o be installed under railroad embankments or under highways, streets or other cilities in other than open cut, construction shall be performed in such a manne so as to not interfere with the operation of the railroad, street, highway, or other�acility, and so as not to weaken or damage any embankment or structure. uring construction operations, barricades and lights to safeguard traffic and pedes�rians shall be furnished and maintained, until such time as the backfill has been cor'�npleted and then shall be removed from �the site. 2. Pits and Trenches: a. If the grade of the pj�e at the end is below the ground surface, suitable pits or trenches shall b=excavated for the purpose of conducting the jacking or tunneling operatio � and for placing end joints of the pipe. Wherever end trenches are cut in t@ sides of the embankment or beyond it, such work shall be sheeted securely��and braced in a mannen to prevent earth from caving in. b. The location of the �it shall meet the �pproval of the Engineer. AA�C-11 � m PART DA - ADDITI,�NAL SPECIAL CONDITIONS c. The pits of trenches excavated to facilitate these operations shall be backfilled immedia�ely after the casing and carrier pipe installation has been completed. �r 3. Boring and Jacking Steel Casing Pipe: Steel casing pipe shall be installed by boring hole with the earth auger and simultaneously jacking pipe into place. bx a. The boring shall prbceed' from a pit provided for the boring equipment and workmen. The hol2s are to be bored mechanically. The boring shall be done using a pilot hole. �y 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 opposite end ofpthe bore from the work pit. This pilot hole shall serve as the centerline of ti�� larger diameter hole to be bored. Other methods of 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 pert�nitted. b. In unconsolidated ��soil formati�ons, a gel-forming colloidal drilling fluid consisting of at least 10 percent of high grade carefully processed bentonite may be used to consolidate cuttings of the bit, seal the walls of the hole, and furnish lubrication for subsequent removal of cuttings and installation of the pipe immediately thereafter. �t c. Allowable variation �From the line and grade shall be as specified under paragraph A.2. All voids between� bore and outside of• casing shall be pressure grouted. e' �. 4. Installation of Carrier Pipe in C�sing: ,� a. Sanitary sewer pipe �ocated 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 tre�ted with a wood preservative. 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 methc�d of restricting the movement between the assembled bell and spigot where applicable shall be provided. d. At all bored, jacked, Qr tunneled installations, the annular space between the C�rrier pipe and casing shall be filled with grout. �are must be taken that not too much water is forced into the casing so as not to float the pipe. The backfill mat�rial will#not be required unless specified on the plans and specified by the Engineer. 04/16/99 � AS�-12 � � � � J �J J � � PART DA - ADDITIO�AL SPECIAL CONDITIONS �' e. Closure of the �asin�fter the pipe has been installed shall be plugged at the ends of the casing a shown on the drawings or as required by the Engineer. 5. Boring and Jacking Ductile Iron ��Pipe without Casing Pipe: a. As indicated on draw gs and as required and directed by the Engineer sewer shall be constructed��f bore and jacked ductile iron pipe. � b. When a casing pipe is not designated on the drawings, the contractor shall provide a casing pip if necessary to achieve line and grade. Casing pipe shall be provided at o additional cost and sFtall be subsidiary to the cost bid for installation By O er than Open Cut. c. Bore and jack in acc�rdance with paragraph C.3. above. d. Short length of sewe�' consisting of a si�gle p�pe section may be installed by jacking without a bor,� 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 charact � ristics of the soil, the size of the proposed pipe, or the �use of monolithic sewer w uld make the use of tunneling more satisfactory than ' jacking or boring, or when' hown on the plans, a tunneling method may be used, with the approval of the En ineer or railroad/highway officials. � � � J � J � � a. When tunneling is ermitted, the lining of the tunnel shall be of sufficient strength of suppo the overburden. The Contractor shall submit the proposed liner meth d to the Engineer for approval. The tunnel liner design shall bear the seal o a licensed professional engineer in the State of Texas. Approval by the Eng'neer shall not relieve the Contractor of the responsibility for the adequacy of��the liner method. :s � c. The space betwee� the tunnel liner and the limits of excavation shall be pressure grouted or mud-jacked. Access holes for placing concrete shall be space at maximum intervals of 10 feet. " A. MEASUREMENT AND PAYMENT: Installation of pipe by other than open cut will be measured by the linear foot of piK� e, complete in place. Such measurement will be made between the ends of the pipe alor� � the central axis as installed. The work performed and materials furnished �as prescribed �y this item will be paid for at the Contract Unit Price bid per linear foot for Pipe Installed by�Jther Than Open Cut of the type, size, and class of pipe specified as shown on plans. The' furnishing of all materials, pipe, liner materials required for installation, for all preparation,� hauling and installing af same, and for all labor, tools, equipment and incidentals necess ry to complete the work, including excavation, backfilling and disposal of surplus material s�all be included in the Contract Unit Price as shown in the Bid Proposal. , � � 04/16/89 ��SC-13 �� PART DA - ADDITIONAL SPECIAL CONDITIONS ,, .j DA-6 SERVICE LINE POWT REPAIR / CLEANOUT REPAIR: (OMITTED) � DA-7 PROTECTIVE MANHOLE COATING FOR CORROSION PROTECTION: A. GENERAL: � 1. Scope: This section governs all work, materials and testing required for the application of interior protective coatin�`. Structures designated to received interior coating are listed on the construction �rawings. The structures are to be coated, including interiorwall, top and bench siarfaces. Protective coating forcorrosion protection shall meet the requirements of t�is Specification (and items DA-12 and DA-13) and the Manufacturers recommendations and specifications. �� 2. Description: The Contractor � shall be responsible for the furnishing of all labor, supervision, materials, eqwipment, and testing required for the completion of protective coating of structures in accordance with manufacturer's recommendations. e 3. Manufacturer's Recommendatipns: Materials and procedures utilized for the lining process shall be in strict acc�ordance with manufacturer's recommendations. 4. Co�rosion Protection: Corrosion protection may be required on all structures where high turbulence or high �H2S content is expected. � B. MATERIALS: . �, 1. Scope: This section governs the materials required for completion of protective coating of designated structures. ' ! m 2. Protective Coating: The protec;�ive coating shall be a proprietary two component, a00 percent �olids, rigid polyuret�iane system designated as Spray Wall as manufactured by Sprayroq, Inc. or a finro-p,art epoxy resin system using 100% solids based epoxy binder with fibrous and flak� fillers, is manufactured by Raven Lining systems and designated as Raven 405. „ 3. Specialty Cement (If required, fo��leveling or filling); The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadex, Inc. or Reliner MSP as manufactured by S�andard Cement Materials. 4. Material Identification: The protective coating material sprayed onto the surface of the struct�lre shall be a urethane�'or epoxy resin system formulated for the application to a sanitary sewer environmerft. The spray system shall exhibit the minimum physical properties as follows: Property � Tensile Strength Flexural Stress Flexural Modulus Standard " ASTM D-63$� ASTM D-790` ASTM D-790� I�ong Term Value 5,000 psi 10,000 psi 550,000 psi oar�s�ss AS`�-14 � �' `,; D D D D D C U � D � �, a. All foreign materials shall f�e removed from the interior of the structure using high pressure water spray�,(3500 psi to 4000 psi at spray tip). b. All unsealed lifting ho��s, unsealed step holes, and voids larger than Dapproximately one-h�lf (1/2) inch in thickness shall be filled with patching compound as recomrliended by the material supplier for this application. N D � � � J � � m PART DA - ADDITIO L SPECIA •L CONDITIONS ��. 5. Mixing and Handling: Mixing and �landling of specialty cement material and protective coating material, which may b toxic under certain conditions shall be in accordance with the recommendations of t� e manufacturer and in such a manner as to minimize hazard to personnel. It is the ;�sponsibility of the Contractor to provide appropriate protective measures to ensur, that materials are under control at all times and are not available to unauthorized �ersonnel or animals.� All equipment shall be subject to the approval of the Enginee�. Only personnel t�ioroughly familiarwith the handling of the coating material shalti perform the spray coating operations and coating installations. ` EXECUTION: 1. General: place. Protective coating shal�� not be installed until the structure is complete and in ; �, 2. Preliminary Repairs: 3 If required for filli�g or leveling, apply specialty cement product to provide a smooth su ace for the coasti�g material. �, Spray the uretha e or epoxy onto th� structure wall and bench/trough to a minimum �iform thickness of 125 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the �� BL 11 A$C-15 � 1) The surface shall be thoroughly cleaned of all foreign materials and matter. 'N 2) Place covers ove�r the invert to prevent extraneous material from entering the sewers. , 3) 4) , 04/16�'99 J � c. After all repairs have �be�� completed, remove all loose material. Protective Coating: a. a. The protective coating s�all be applied to the structure from the bottom of the frame to the bench, own to the top of the trough. The top of the structure shall also be coated. ° b. The protective coating s�all be installed in accordance with the manufacturer's recommendations and the following procedure. r �' n9 PART DA - ADDI.T��JNAL SPECIAL CONDITIONS Engineer. After the walis are coated, the wooden bench covers shall be remove�i. 5) The final appiication shall have a minimum of three (3) hour� cure time or be set hard�to the touch, before being subjected to active flow. a 6) No, applicatiorj�� shall be made to frozen surFaces or if freezing is expected �b occur inside the structure within 24 hours after application�� 4. Testing of Rehabilitated Manholes: Testing of rehabilitated manholes for watertightness sha�l be performed by the Contractor after operations are complete in �ccor�ance with the Section D-63 - VACUUM TESTIN� OF SANITARY SEWEF� MANHOLES. D. MEASUREMENT AND PAYMENT: Payment shall be based on the�Contract Unit Price Bid per vertical foot, measured from the b,ottom of the frame to the top of the bench. Th� Contract Unit Price shall be payment in fu I for performing the work and for furnishjng all labor, supervision, materials, equipmeri� and material testing required to complete the work. Pressure grouting, if necessary to o�top active infiltration prior to application of the protective coating, shall be included in the �bove 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 specified in Section DA-8, MANHOLE REHABILITATION. u� DA-8 MANHOLE REHABILITi4TION: (O�VIITTED) t DA-9 SURFACE PREPARATION FOR MANHOLE REHABILITATION: (OMITTED) � DA-10 INTERIOR MANHOLE COATING - EMICROSILICATE MORTAR SYSTEM: (OMITTED) DA-11 INTERIOR MANHOLE COATING - QUADEX SYSTEM: (OMITTED) A u DA-12 INTERIOR MANHOLE COATING - SPRAY WALL SYSTEM: e �� A. GENERAL �� 1. Scope �� e This section govems;�ll work, materials and testing required for the �pplication of interior manhole coating. .�Vlanholes designated for interior coating are listed on the Manhole Rehabilitation Schedule. Interior manhole coating shall meet the requirements of this Section or of Section [�A-10, DA-11, DA-13, or DA-14. =a 2. Description s e The Contractor shall ��e responsible for the fumishing of all labor, supervision, materials, equipment, and �,esting required for the completion of interior coating of manholes in accordance witt�athe Contract Documents. 04/16/99 ASaC-16 � � �� 4. Manholes 3. Manufacturers Recommendation�� Materials, mixfure ratios, and procedures utilized for the coating process shall be in accordance with manufact�er's recommendations. �� PART DA - ADDITIO�VAL SPECIAL CONDITIONS � � Manholes to be coated are of1 rick, block, or concrete construction. All manholes shall Q have a minimum of one-half ('� 2) inch specialty cement-based coating material (Quadex QM-1 s or Reliner MSP) spray � or trowelled on coating over the original interior surface. �� J � B. MATERIALS 1. 2 � � � � � J Scope This section govems the mateyials required for completion of interior coating of manholes. Interior Coating µ � The interior coating shall b�' a proprietary finro component, 100 percent solids, rigid polyurethane system design�ed as Spray Wall as manufactured by Sprayroq, Inc. Specialty Cement „ The specialty cement-base�i coating material shall be either Quadex QM-1s as manufactured by Quadex, Ir��. or Reliner MSP as manufactured by Standard Cement Materials. 4. Materialldentifica�ion ;• The interior manhole coatin��material sprayed onto the surface of the manhole shall be a urethane resin system fo�4�lated for the application to a sanitary sewer environment. The spray system shall exhi it the physical properties as follows: � � 5. � � � 04/16/99 � Proqertv Tensile Strength Flexural Stress Flexural Modulus „ Standard ASTM D-638 ASTI�1 D-790 �� ASTM D-790 Lona Term Value 5,000 psi 10,000 psi 550,000 psi Mixing and Handling Mixing and handling of speci�lty cement material �nd interior coating material, which may be toxic under certain condit� ns shall be in accordance with the recommendations of the manufacturer and in such manner as to minimize hazard to personnel. It is the responsibility of the Contract r to provide approp ate protective measures to ensure that materials are under control �t all times and are ot available to unauthorized personnel or animals. All equipmen�� shall be subject to the approval of the Engineer. Only a� � P�.�C-17 PART DA - ADDITIONAL SPECIAL CONDITIONS personnel thoroughly familiai�;with the handling of the coating material shall perform the spray coating operations and� coating installations. .w C. EXECUTION � 1. General Manhole coating shafl not be installed until sealing of manhole frame and grade adjustments, or partial manhole replacement when required for the manhole per the Manhole Rehabilitation Sche�ule, is complete. . , 2. Temperature �" a , Normal interior coatir�g operation shall be performed at temperatures of 40°F or greater. No application shall be made when freezing is expected within 24 hours. d! 3. Interior Manhole Coating a. The interior coating sl�all be applied to tlie manhole from the bottom of the frame to the bench, down tti�the top of the trough. b. The interior coating s�all be installed in accordance with the manufacturer's recommendations an the following procedure. �z 1) The surface shall�,be thoroughly cleaned of all foreign materials and matter. Cleaning shal� be accomplished by using high pressure water spray (minimum 350� psi at spray tip), cleaning with munatic acid, degreaser, or other solvents as needed in order to remove any film or residue on the surface. . 3) � 5) 2) Place covers over the invert to prevent extraneous material from entering the sewers. � . �� Apply a minimum'�f one-half (1/2) inch sp�cialty cement product (Quadex QM-1 s or Reliner MSP) smooth surface forthe urethane coating material. , Spray the urethane onto the manhole wall and bench/trough with a minimum thickness of 1�5 mils (0.125 inches). Thickness to be verifiable through the use of inethods acceptable to the Engineer. e Coat trough area with specialty cement product (Quadex QM-1 s or Reliner MSP). a� C 1. Testing of Rehabilitated Manhole� � a. Testing of rehabilitated manholes for watertightness shall be performed by the Contractor after oper�tions are complete in accordance with Section DA-18. B y oar�s�ss AS�-18 P� � � Do a � � �, �„ .� PART DA - ADDITION �AL SPECIAL CONDITIONS � MEASUREMENT AND PAYMENT Payment shall be based on the Contra Unit Price per vertical foot, measured from the bottom of the frame to the top of the bench� The Contract Unit Price shall be payme�t in full for perForming the work and for fumishing II labor, supervision, materials, equipment and material testing required to complete the work. �routing, if necessary, shall be included in the above unit price. Grouting of the pipe seals, benc� and trough, and lower portion of a particular manhole, if required by Manhole Rehabilitation 1�/ork Schedule or required to be done by the Engineer, shall be paid for separately at the Co��ract Unit Price. � DA-13 INTERIOR MANHOLE COATING - RA'�1'EN LINING SYSTEM: DA. GENERAL J D J 1. Scope � This section gov�ms all work, rrjhterials and testing required for the application of interior manhole coating. Manholes signated for interior coating are listed of the Manhole Rehabilitation Schedule, liste�n Section I. Interior manhole coating shall meet the requirements of this Section, o,� of Section DA-10, DA-11, DA-12, or DA-14. JI 2. Description ` �, The Contractor shall be respori�ible for the fumishing of all labor, supervision, materials, D equipment, and testing requir d fo�the completion of interior coating of manholes in accordance with the Contract �ocu ents. � � � � � � wJ � oai�s�ss 3. Manufacturer's Recommendation� �t Materials, mixture ratios, and�I proc�dures utilized for�the coating process shall be in accordance with manufacturel�s recommendations. ,� 4. Manholes Manholes to be coatec� are of��rick; block, or concrete constnaction. All manholes shall havea minimum of one-half ('� 2),sp�cialty cement-based coating material (Quadex QM- 1 s or Reliner MSP) sprayed � tro�n�elled on coating over the origina� interior surface. �� B. MATERIALS R � � 1. Scope� �� w This section govems the mat�,rials required for completion of interior coating of manholes. 2. Interior Coating �� Raven Ultra High-Build epox�Coating, a two-part epoxy resin system using 100% solids based epoxy binder with fi�ous and flake fillers, is manufactured by Raven Lining systems and designated as aven 405. .� AX�C-19 � � n PART DA - ADDI�"IONAL SPECIAL CONDITIONS � r i 3. Specialty Cement , The specialty cement-based coating material shall be either Quadex QM-1 s as manufactured by Quadexr Inc. or Reliner MSP as manufactured by Standard Cement Materials. A 4. Materialldentification Contractors will completely identify the types of grout, mortar, sealant, and/or root control chemicals proposed and p�ovide case histories of successful use or defend the choice of grouting materials basedFon chemical and physical properties, ease of application, and expected perfo�rnance. These grouting materials shall be compatible with Raven 405 interior coating. The cont�actor 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 s Mixing and handling of int��ior coating, which may be toxic under certain conditions shall be in accordance=with the �ecommeridations of the manufacturer and �in such a manner as to minimize hazard to �iersonnel. 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 t�e Engineer. Coating shall be performed only by certified applicators approved by th'� manufacturers. ., EXECUTION '° ' � 1. General �' i Manhole coating shall not �� performed until sealing of manhole from frame and grade adjustments, partial r'nanhole replacement, manh�le grouting or sewer replacement/repairs.are complete. 2. Temperatures � Normal interior coating oper�tion shall be performed•at temperatures of 40°F or greater No application shall be made when freezing is expected within 24 hours. a � 3. Interior Manhole Coating � a. Manholes scheduled for interior coating are shown on the Manhole Rehabilitation Schedule. The intenor coating shall be applied to the'manhole from the bottom of the manhole frame to the bench/trough, including the bench/trough. b. Th� interior coating shall be irtstalled in accordance with the manufacturer's recommendations a�id the following p�ocedure. nk aq � 04/16�J9 AS C-20 � �ART DA - ADDITI � AL SPECIAL CONDITIONS �� 1) The surface prep�-ation shall comply with the requirements of Section DA-9, SURFACE PREPARATION FOR..MANHOLE RESTORATION. �� 2) Apply a minimurr�'� of one-half (1/2) inch specialty cement-based product (Quadex QM-� s or Reliner MSP) smooth surface forthe urethane coating material. 3) The surface prior��o application may be damp but shall not have noticeable free water dr plets seeping or running, water. Material shall be spray applied per nufacturer's recommendations with a minimum thickness of 125 mils (0 125 inch). . 4) After the walls arg coated, the wooden bench covers shall be removed and the bench sprayed to the same average and minimum thickness as required for tf�e walls. 5) The final applica�n shall have a minirrlum of three (3) hours cure time or be set hard to th touch, before being subjected to active flow. 6) No applications shall be made to frozen surfaces or if freezing is expected to occur in side ��he manhole within 24 hours after application. 4. Testing of Rehabilitated Manhol�s a. After the epoxy liner has� set (hard to touch), all visible pinholes shall be repaired. Repairs shall be made by lightly abrading the surface and brushing the lining material over the ar�a. All blisters and'evidence of uneven cover sl�all be „ repaired according tb the manufacturer's recommendations. Spot check of coating thickness m be made by Owner's Representative, and the contractor shall repair these� ar as as required, at no additional cost to the Owner. b. Testing of rehabilitated ��manholes for watertight�ess shall be performed by the Contractor after ope��ations are complete in accordance with Section DA-18 — VACUUM TESTING�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 ber�ch. The Contract Unit Price shall be payment in full for performing the work and for fumis ing all labor, supervision, materials, equipment all testing necessary to complete the work. yment for grouting of pipe seals, bench and trough and manhole walls shall be based on th, Contract Unit Price for each manhole actually grouted. � DA-14 INTERIOR MANHOLE COATING: �ERMACAST SYSTEM WITH EPDXY 'LINER: (OMITTED) DA-15 INTERIOR MANHOLE COATING-�TRONG-SEAL-SYSTEM: (OMITTED) DA-16 RIGID FIBERGLASS MANHOLE L�NERS :(OMITTED) oai�s�ss �S G21 PART DA - ADDITIONAL SPECIAL CONDITIONS , DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION: (OMITTED) DA-18 PRESSURE GROUTING: (O'MITTED) DA-19 VACUUM TESTING OF REHABILITATED MANHOLES: (OMITTED) DA-20 FIBERGLASS MANHOLES: (OMIT'�ED) a� DA-21 LOCATION AND EXPOSURE OF MANHOLES AND WATER� VALVES: (OMITTED) „ q, e DA-22 REPLACEMENT OF CONCRETE C�1RB AND GUTTER: . , , Contractor shall replace all damaged exis#in� curb and gutter, as designated by the Construction Engineer, and replace with standard concret� curb and gutter, laydown curb and gutter, or in like kind, as govemed by the standard City Speci�ications. Pay limits for laydown curb and gutter are as shown in Drawing 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 su�h as water meters, sprinkler system, etc. damaged during const'fruction shall be replaced with sar'ne or better at no cost to the City. Backfill for curb and gutter shall be complet�ci within fourteen (14) calendar d�ays from the day of demolition to date of completion. if the contr�ctor fails to complete the, work within fourteen (14) calendar days, a$100 dollar liquidated"damage will be assessed per block per day. The ufnit price bid per linear foot shall be full compensation for all materials, labor, equipment and incidentals necessary to complete the work. @ mi DA-23 REPLACEMENT OF 6" CONCRET�DRIVEWAYS: � This item shall include the removal and r.epla�ement 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 goveming this item see Item No. 104 "Removing Old Concrete", Item No. 504" Concrete Sidewalk and Driveways". Pay limits for concrete driveway are as shown in Drawing No. S-S5 of the Standard Specifications. J �L The unit price bid per square yard shall be fulyl compensation for all labor, material, equipment, supplies, and incidentals necessary to complete the work. �, DA-24 REPL4CEMENT OF H.M.A.C. PAVE�VIENT AND BASE: (OMITTED) A e DA-25 GRADED CRUSHED STONES: (OMITTED) �. .a DA-26 WEDGE MILLING 2" TO 0" DEPTH �5.0' WIDE: (OMITTED) .� A oai�sr�s AS�-22 I � � � J � � PART DA - ADDITION�L � DA-27 BUTT JOINTS - MILLED: (OMITTED) t� SPECIAL CONDITIONS DA-28 2" H.M.A.C. SURFACE COURSE (TYP� "D" MIX): (OMITTED) DA-29 REPLACEMENT OF 7" CONCRETE V/�LLEY GUTTER: This item shall include the removal an�i reconstr�ction of existing concrete valley gutters at locations to be determined in field: �� Removal of existing concrete valley, asphalt pa�ement, concrete base, curb and gutter, and necessary excavation to install the concrete val`'�y gutters all shall be subsidiary to this pay item. Fumishing and placing of 2:27 concrete base af�d crushed limestone to a depth as directed by the Engineer and necessary asphalt tra�nsitions as �hown in the concrete valley gutter details, shall be subsidiary to this Pay Item. �� See standard specification Item No. 314, "Con ete Pavement", Item 312 "Hot-Mix Asphaltic Concrete", Item No. 104, "Removing Old Conc�te", Item No. 106, "Unclassified Street Excavation" Item No. 208 "Flexible Base." Measurement for final quantities of valley gutter will be by the square � yard of concrete pavement and the curb and g�tter section will be included. � � Contractor may substitute 5" non-reinforced (2i�7) Concrete Base in lieu of Crushed Stone at no additional cast. See Item 314" Concrete Pavement". .� Asphalt base material may be required at time"s as directed by the Engineer to expedite the work at locations identified in the field. �• The concrete shall be designed to achieve a r�'iinimum compressive strength of 3000 pounds per � square inch. Contractor shall work on one-hal��of Valley Gutter at a time, and the other half shall be open to traffic. Work shall be completed on e�h half within seven (7) calendar days. � If the contractor fails to complete the work on �ach half within seven (7) calendar days, a$100 dollars liquidated damage will be assessed per each alf of valley gutter per day. The unit price bid per square yard for Concre#�� Valley as shown on the proposal will be full � compensation for materials, labor, equipmeni�ti tools and incidentals necessary to complete the work. � � J � 'J J � DA-30 NEW 7" CONCRETE VALLEY GUTTjER: (OMITTED) DA-31 NEW 4" STANDARD WHEELCHAIRdf2AMP: (OMITTED) DA-32 8" PAVEMENT PULVERIZATION: (�MITTED) Contractor shall pulverize the existing paverr; nt to a depth of 8". Afte� pulverization is completed, contractor shall temporary remove and store he 8" deep pulverized material, then cut the base 2" to provide place for the new 2" H.M.A.C. surfa� . The 2" base cut shall start at a depth of 8" from the existing pulverized surface. After the underc t operation is completed, contractor shall spread, mix, and compact the pulverized material to a 95,�o compaction per City's'Standard Specifications or as oar�s�s A�' C-23 J PART DA - ADDITIONAL SPECIAL CONDITIONS , � directed by the Engin�er in the field. A 5% portland cement shall be used to mix the pulverized material. � ,� DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (UTILITY CUT): (OMITTED) DA-34 RAISED �AVEMENT MARKERS�y (OMITTED) ° DA-35 POTENTIALLY PETROLEUM CO�ITAMINATED MATERIAL HANDLING: (OMITTED) i DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF CONTAMINATED SOIL: (OMITTED) €�: ,a DA-37 ROCK RIPRAP - GROUT - FILTEt� FABRIC: (OMITTED) ,� DA-38 CONCRETE PIPE FITTINGS AN� SPECIAL�S: (OMITTED) oa��s�ss �� .� ,� :� ., ,, � � a d� �� 6 �! fi ; �: �� r , .� np �� e� B �9 9 X # � �� ) �� i .I � AS;�-24 k k o� 0 � � � Q D Q � � Q � � � Q � Da ✓ � � Q � � ;� � x� �� .� • �,. �, � � : :� .�� ,1�s � : , � � 9\' � �e ,� � .* >� 0 � w � � r� � . e- -�,��--�� r---a �� 1 �7 O O 0 0 �l [.� L.� U [� C7 � PMS 167 (Copper) ,.r PMS 288 (6��e) ; ,' 8'_p„ , , _ . , •. ; 3" �', 3' -1 5" '� 3" . • ; � ,� I \ � \ � \ � \ � 2.25" ! �, % _,,.� _. , , , � �J�T.QT . H 1 � � �� r �� _:..... . u 2.25" -„— ,� PMS 288 (Blue) . „ . „ ,, . , � ; , ;' '; 4' -1.5" � � \ I , f , f , I ` � � , , , , , orz�� l�'ate�r . � � � � 0 � N 4.5" _� j / � � � �•.-.� ; , , . , , , ; White N O I , o r�ds n Actror�_ - 3.75" � . , , , � 4.5" 3" � - ( , ,. 3.75" � ..1 f ; � , � � / 3" Radius ;, � PMS 288 (Blue) / / . / . PROJECT SIGN Figure 30 09/18/96 Scale 1 " � 1' E2-1 Construction � � • , 16 1. . ,.r . : ; . , - � . .. ._ . . D. . � . � . . �� . � . . , .� . - . . _ , . . �, . . . . . , � ... .. . . � . . . _ D� �-- .. . _ . . . . ,� . . . . . �M . . % ' • � � � . . ' . . . . D� . � . �: � ��_ � �� : -�. ��. � . �. � �� .� �. � : �.� �. � : : : � �� . �. � . � � . � � �. �� : � � � �� : : � : �� : : � .: D� .� : � - � . . � � � .� . . � . . � . . � . �. . . � �. .� :� � _ �. : . :. . . .. . . . , . . . �. . � � .� � : �: �� ..TYPiC�... S�CTI�N � �: � �� D� � � �� : �� : � : � �� .�� . :i ... . . . . . �. . : . � . . � .: � .. . .�....� : : ..� : .�, . . . . .�„ �0 R . . . . �� .. -. . � . �. 6,� : ..�.. . . . . � . . .. . � . - - . . PaV � N� ��'A�Jp `i��N�f� f�� . . . . �� . . � l� �� .��. - .. ....� . :� :��.FOR' �. �`. � . .� �- . ��... . :. . . � � .. . . � �. . . . x,� . . . �� . � � . . U T I q � TY � U �TS = . . . � ;, . . . � � . �. . � � �,� . . . . . �a . . �. . . . . . . , � � STAI�DARD DRA�Y�N''�� C�1G'S. t-- 6�3 .. � ' da • • ' � . � - . � � F1LE N0. DRAWINGS G�r3226 TNRU C-3230 . . � �'. .. �, k . . . � . �`' . • ' . . �. . . ; � . . � .. " . � . '� :. . . . SEPT�MD E R � f982 . � . � � � . � � � �,.:. . . �. Y�/ . � • , ' • , ...F�• • • • �y � � • ' , � • ai . . . , .x ' � . . c • . . � . CITYI�OF F'ORT �o10RTN �� TR�INSPOR7��TiDN � �UOLtC I�fOtlK2 DEtT. • ., _ _......-.,..... ev�nNr►�i ' a 0 �� L�J D � 0 L■J �I � ' JOINT DEPTH � PAVEMENT JOINT �DEPTH � �� a� W U -tn w� �a z `" �r �6 SILICONE JOINT SEALANT ��/q � -•E—�► �` � � . � � . \ •'' � ' ,•'.• •. ' �' • . .�...'� SAWED JOINT FACE � '� ' , ;.'; ''��.... �.�''� ,'.�'- 3�g' DIA. CLOSED CELL EXPANDED �,:,.�, :.�; . POL' YETHYLENE FOAM BACKER ROD .., i •:: . � �: ... .F.. , �1RST POUR �. ��: ,�;'�. . SECQND POUR { 'COLD' JOINT CONSTRUCTION JOtNT D TAIL N0. 2 �SEAL FOR L NGITUDINAL AND TRANSVERS CONSTRUCTION , BUT;' JOINT i �.T.S. � �e '/q' � �� . ,� SILICONE, JOINT SEALANT . THICKNESS ( T/4 ) �� \ •.:`' , � ::'; ;:' •'; '.. .. • SAWED JOINT FACE T=S; 1'/a; \ \ ,�:� :.... 3 � ,lJ T=6 1/2 i-- ;. ,'"+ %8 DIA. CLOSED CELL EXPANDED . T-7� ��4� �: ;. :� .',�,:. P�OLYEiHYLENE FOAM BACKER ROD I„! T=8` � 2• 1 �� w. '�' � , ... D D D 5 � D� D , .,�. ,. . ; �� •••'• JO(NT ETAIL N0.3 SEAL FOR S� WED DUMt�Y JOINT � � _� N.T.S. �, . '# SILiCONE JOINT SEALANT ii �4• �� M �� N .• ;: . -. � � .�, � `� FOLYEiHYLENE� BOND ��u ' _ BREAKER 7APE �6 SMOOTH .,;� ` �,;,• REDWOOD EXPANSION • ' '"' JOINT FILLER � ��;; ` f,�..' . , . •.�� .1 1 �,;. �• ' • � �Ii � i a\.�,' ____________,�____� ___________ ;; DOWEL SUPPOR7 BASKET JOIN 9 DETAIL N0. 1 � SEAL FO , EXPANSION JOINT . �� N.T.S. � SUPPLEMENT TO T&PW FIGURE 1: '� WHEN EX(STING CONCRETE IS CtJ7, SUC,�'� CUTS SHALL 8E MADE WITH A CONCRETE SAW. ALL SAWING SHALL BE SU8SIDIARY T0� THE UNIT COST OF, THE 17EM FOR WHIGH SAWING � IS REOUIRED. JOINT DETAILS NOS. 1, 2& 3 OF 7HE T&PW PAVING DE7AILS SHALL BE APPLICABLE. ' f= l U C� U U G�� iJ U t� �i C- 0 �! 0 L�. L� 0 0 L� . , . • . � . . . . .:. . i � • . . ' " . • . , . ' . MO 7 OA�S ON Z� CCNTF�S IOTM w�YS *IT►t• . . . • � � ' YIN j �Aix 1,OMGITUDIMAI, IN OITCM ; . . . , . 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TYPICaL �S�ECTION TR E N C H REPAIR .: � � � � � .� � �� . �4S�'N,�LT SUR�.�C� � REI��'OR�ED COIUC��TE �B�S��'�:�� ,` �. � cir-r� oF �fo�r ,ro�rrN ��._ �-;_,. . .. � �� . � TRANSPORTATION/PU6LlC 1YOAKS DEP,T. • ncv.n—i-ry • ' ' � • I FII• Na C-1227 • f��NE£R�NG p/V/SION � • .. ' �tv-iz_is-ao � � ' .•'f/6.. 1. ' J R . . rtf�-e-Jo-�t • . --��MO,I ■�AS ON 24�CEN�ERt �OTM 1�AV1 111TN ' , bIM j f�etS �4NGITUOIM�� q p1TCM . � [xIST AC/MA�T . � ' • (7(ISTIM• • sue��CE we� r tuTT[R � c�,w ��T . . . � . �. . .� : ' � �• � - -. �. . c.� � r�..� �:�.a ru �� o 0 0� o 0 0 0 0 0�� c� �-. '..� _ �--� - ---� � — -- — .. __._.._ _ - -- � --- ----- � � � � ' . , . . � -�-----NO 3 9A7�5 ON 21�CENTF115 BOTN YYAYS WITN , ` M11�, = BAnS LONGIIUOINA� IN DITGN IIII�T. CU11• EXt{T �IIICN flE►LACE EIIICK • ExICT /RICK . . E)IIST. CU11� � GUTTE� SU�/AGE SURiACE SUNFACE S GUTTEII SAM CUT � � SAW CUT , / \ � ♦ R - ' • ' �• t .�� ' '',�. :•.� L•'� Y� '�: ��';j%�•��i.a -' I .... ','. � ' •� o. � � � yr'•.. 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[I. t ANO [ L-! 0� TN[ S►ECIIICATION� 1�� riAT[R ►A11T- DITCH IMA�L �:..� . , M[NT ►ROJFCi{, I011� MIOIIiH��:E11 D[►i.GITY OI �011T NORTN� TE7(A�, � " . • � ' ' MOIOf�O ►ACI�ITY INITALLATION ' � •' • 'M1 • . . . . , '�� I►IP�" � . ' NOTE9� • If0.1-CONCII[TE �A{E w�lL •� 11E►LACEO N0.2't/ STEEI [1It1T{ IN COMGIKT[ •�3[ N0.7-�[IM/O�CfD COMCIIET[ �ASE MO.�-EXRTNO �RICK �HALI, CE IIE1eOVEG TO 7lIIftNA� Ot►TM 011 TO A YIMI- TO •I cUT. tML ST[EL SHA�L w1�L �! nEP��CED AS sHowN, CA/1EFULLr TO Avo� GAAIAGE. 1��D YUM Of�TN Of �� E CUf �MD fA�VA�[D Af•►OSSIfI.[. 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O� TK . . • ��tG/IUiIOM/ IOA•t�TtA Q(1'I�T' . • . ' . . • ' . "' � • MIMT Mo�tLT�, IOAT �OATM M4T[A ' , , 1LDOIM� D/►�rL TO MATCH l�D1AC[MT �[RIOM • � ' , �[►T�Glir DI /OAT �e�D�TM� T[XA�, ' � 011 MtdfIC1T10N �Ol� MHICH[V[k tt MOR[ ' , . � � ' ' ' • � � ' ' J . . 77ANKXT. ' • • ' • • � ►AM�+I�I� /�CiJTl M�f�iL1�tWM ' . OM YA.�OwTQO�lCT�.M MW[R LMwK�1 oR Dtttrl[11trtI�T . � ' ,� , • • • • . . , � , � - [YII.UTL TM'RIU.'1ruiN-O/ LIOtTtH IL/l.At. IMYis�i N ' . . . . � ►�/t . • ' ' . TOTItOOtl��T7�� O Ju�U7T TO �rfTHiTAlO COWTMIGTIOM .• • • . • , , , ' . ' • . lWO1M�. 1* IJ7ROtwl►TI,TN[ 1tLL MRJTH OI ris�/�►a[ 1►U►LL . . • . •, • . .. , . ; . • • "� pTCH raL1, • - K 11[t10V�DU IK�lACLO rrITN YMo►RL►fi 7MAT�rIT T• • • • • • . . . . • . � " � � . LXttl'IN� ■At[ Ot ftl�M.i►�[ YJ1Ti11L�i.. .. . ' . � . . .. . . . . � TY�'ICAL S�CZ'14N-�'R�P�G� R�� I� � . �.� .� ,� . : , �� _.� � . - - Zi'��1C�L H. �. _,A. 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JTONE �A�[• . . • . . , , . �""' ��.1 Tw[frCN •�CK/ILL tM,►lL IKLT , .• . • dITCl1 MALL s • , � , ' � � , • .. ■�a11w(Y[MT� /Ow Mt�o�T�OM �MO LYI�T. �At[ . . , ' COWAGTIOM Al It[Clrl[D IM IT[M • . "- � - ` -- �' :.' � , '�llOr07[U�'A43j� ��_ - �l � '- � � � ' ' �O! •OI TN[ tT�MW110 /KL1I1C1� . . . .,��.�oN��i^Ca1� C_OM�UGT10�1 /V�I.IG �naT��anoN . . � • . — ,.o«Ka oi.Tc� �ry i�,+o�r� _ - -. -._ :� .,� - � TII'E • TC%A! QR �ACKfILL IS 9'Edfl(D IM , . �. � , ' . •SECTtONS EI•2 ANO C2.2 OI TH[ . . � � /►LC1/1G�TIOv1[ /OA •AT[11 OrM11T� ' � • OTES� ' ' � •..,,• � M[Nf ►Ro�.1(G7S� /O11T '�OIITN•MATLR � . ' � COMNCTCD CrUlH[D 7TONL lA![. • . . Ott1�qT'/ 0/ /OwT` *'q11TN� T[xl►i. ��. . 7NAl.L �[ IN7TA�l.EO A NINIMUN 0I � � �tLOYf ' ' • • • ' �OTTOM 01 A1►H�LT 'AV[NLNT. ' , - . BEODWO OFl1�E TO MATQ1 AOJACLMT SCCTIONS OR � . • � . � KMCTA�TWq Mv(M[MT RLIIAC[M�MY' L?£[�'ICATION �02� MMICNEVLR 1/ MOR£ �1TA�N[NT. ' � '' GOUhIt ��A�C AI� 11AT( Of I�iAD[ JUIO 14T[ 0� ' ' . . , M� Mrl1CATiON-AfrNALT A�rLICJ1T10N_ 7TON[ . uN itw,�at MwECn, TH[ Ma�ECT ExaHeER o� DEe1oHER .•,• •, ,'; i �c �- o•a aw�. i Y. i- f� L�./�.r. WfT EV�CUATE THE FULL tr1oTN OF [XtaT11a ►EwET��T�Oh •• • •. • • • t AC �• o]� l�L t r �' 3� l.�Jt.T. MVEMCMT A! TO THIC101Clt� CDIa�TIOM � A11lITY TO • „ , • ' ' � MITHTT4110 CW/ZTIIUCTIOM �D+IDM�, /� A�MO►RIATL, TIIC • ' . ' . , I AC 6• 0 2� ��L f,T. D IfR( -CDAT) 1� l�l1..Y, R1LL �IDTH OF SUI�F�CC ENAI,L �[ R[ItOYLD � R[�IACID � � � � � � � � . . ! MTM A*�RO►11U1TF TREIITM[NT TO [XIS'jkN Lllf[ 011 ' . . . . • ��11ADC UATERIAL. �N THat [�t�T, t Ol H.N. A. C� . . . . C�N OE SU�STITUT(0 /011 TN( TN�f[ COU�1t • , • � , ' . • �[M[TRAT/ON ►I.ViM[MT. , ' � � , ' . . � . i' Y� 1 C A� L� S� C'i"1 O P� --"i"� ��J C�3� R��A( � ��: . TY�1C��i��'RATION PAy�1�1E�T 1P�1�'i� SQI�:� BA,�. 0 �ile No C-3230 � � .. �cirr� of fo�r rarrH . � TRAMSP�JRTATION/PUBLIC WURKS nEPaRTMENT !A"I/N££R/Xt O/V/J/ON , REV-�-t-li � REV-11-1-1! � • REV•12.I3.�O � nf�-�•�u-ra ' ' eEv: �•�•�� 1[ rJ . . . -f!%.' J � � � �� ^"1 � �XCA�/ATI�N, BACI��I�L. AND PA�/EMENT - REPAIR UNDER ��EXISTIN� STREETS ,. MIN. 2' HOT ❑R C�LD MIX ASPHALT� -TEMP�RARY PAVING REPAIR SH�WN - EXIST, STREET PAVEMENT F�R PERMANENT PAVT`NG REPAIR DETAILS I�, SEE FIGURES 1-5 �R AS SPECIFIED IN i �, THE PLANS �R SPECIFICATI�NS, ! � �,. A , /� "o"o"o"o"o"o"o"o"o"o p"o"o"o�o"o b"o"o"o"o"o"o,"o"o"o"o"o" jjj/ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0� o 0 0 0 0 0 0 0„0 0 0 0� / h�IN. 6 CL]MP TED �� / ��/�� /. �/�/ ' •"' •' ��(//�FLEX—BASE MAT�9,R/IAL i��`//�� j�� . • •'. • � •..�d• . • � � � .Y ��.�.'�/ ��.�Y��W �.' / �/` ( / �/ i� // / � " ♦ • . . 4 � ��, d • �E , . �. . ' � II d. ` ' '• .' :. � '.' • : �• . . BOTT�M �F ��MP�RARY �R � ' • �''• " . .'" ; �, • , .. � � � PERMANENT P'�VEMENT REPAIR � , � � , ..' , , • . EXIST, BASE .� �TYPE C BACKFILL �SEE SPEC. El-2 1'-6' MAXIMUM � � SAND MATERIAL� EMBEDMENT SEE SPEC, E1-2 � �� 1) SEWER - MINIMUM 12'- SAND EMBEDMENT C�V j"j 2) WATER - MINIMUM 6' �,r� SAND EMBEDMENT C�V � M`INIMUM 6' EMBEDMENT J J J J � � � +� CRUSHED ST�NE SEE SPEC, E1-3 i � INCLUDED IN LI�EAR F��T BID PRICE ❑F PIPE ; �I�URE B � CSEWE�� ALL SIZES) CWATER SI�ES 16" & LARGER) .� NTS �� i e REV� MARCH 25, 1999 � . � � • ' ��— �� `` - / • . � � � //� �� 1 .____ _ + r � . � . � � sE' E¢ i � �` `'/ _ .. .% � � � �� / � .� ,i � � � ' .. �. I � � _ �, 1� Minim�rm 2�ows prefarr�'�bitu�nastic�oir�t � Seak2nt �Rarn-Nek orqpp�oc ed. .. . . � equG/� � . _r . , .Nc�rol�Y.kc Cv.sey-ec's o�- A.S. T..N. C-47B,v.�cr�sf : i-e.�.-csii�'�..+io�/fol� ... . . s¢cf�o�e or eQwl, :Ps�''-E-2-/� : Y • � � �� . �1�� o!e fiy...e �.rd ?f "o'�i. �'o . ¢ w! to ' � 9 .�lc'��ir (er ;:. �o.A?�./� ��`� ': , � �f cav�ea/ed.,oick �: s/ots a^ pick�s, �f: �'2-l4 `�''� �� .,�� , - .;� n . . ��r �C � v� � Yi 11 u I� li ap' ' � 1:: A" li u 0 . �. . :�: . .j~ �' ;:•.. � � � , :�,y�� f.fJ n: �; : ��'� �` ::::! i �� i .- '-'t"_ j----� � ;. t � ! � 1 �� ,;:� i.; , ,., (-�• . :•i;:; :,: ?,:;•`;. �•. :'� � �' M� t� C� :`�;- � ._� :; i�' '� �t : il � 14� � i f � � , � ; � � � •� �� V T e�� r:;,�'S!� �'a.s � c�ydle r� i : �rfe.rC fo �: ��;oc 6sR' , � _; � -- } � . rr' i � �� srV�r'ies' avei�if di.Reltr o��*.;o� �.. . � y�� . c-�odr��r ; _�?� c `.�r�v. -� _ ,ortusfi� - ' • . , . , . �. �.:.:� �,:.:. , =''`,-�,1''0'�:..`'� : � �'i:�a�' a ��.�, �`►'�__ _._. ' ��..r -;�•;.: ,��'•� �'�, • �.� � _ � o�� :��.�: :.I:.�'d:.� ;�,'_� ••--- �_ � : ....'�'ti..��' �=..'�;^ `:�-r;-s�r p:. . . •, 'o. a':•• _" :�.: ' '•'0.;.:'�•':.!;�•�%I ;D..:QI ',•�• . �I .�•'��.�.j'.� �i''r:�:.. �•a'••�.'•��;•. ;i• ::� I,;'.' . �. . .. cl�ss �. �c�000 �`1 Ca�c �� f� ,Jr a ~�frN. _.1 � ��vRE M� S�'.4.t�o .Po �.�l�rt/��/o.C,E' �o.�a� e s� s,�ow.�� ' • E1-14 Material E2-14 Construction w i , i t � 1 1 h �� r; ` � � � �_�' ..e. � . .►•'•�, � o. ., �.r ':tii?..�, �'.: �. :. �. u:" .� ��':'�' : r.�'' j � I ,�4•./:�, � ; . ' "t . . I � :t,� �� ♦ r �'___'__� ��'�� —^P� ��e,� ��'��,� �� . , ',:M � . . � , � . :.,: � � . � �- �.A.e' � I 1 -�: '•o: ' t�'• � I -,er, ' ' ' ,�•'�,: .�. ;�•�:i.• . ^j t. i .,_ �__ J.' .' , e n �y MANHOLE F��tAME AND 24"DIA. G�bVER, EQUAL TO McKINIi�Y IRON WORKS NO �� 24AM: (REF . E2=:14) , R �� ,�. � TOP OF CONCRETE CONE SEG�ION 15" BELOW FINISH RI�M ELEVATION:' (REF. FI:�S. )03 � 104). / � � � ` \ / � \ / � � �� _��\ �\ / � � � / � � � I � �- '� — � � � � -r� 1 � \ � Q'' / � �� `.E` � / / \ \ \ / / � \ � �� _ �_�' / .� � �� _ � -:e: ,. ,,ar. 4' ' ` n " . � 6... .. e' :,y "I • � - 6" MIN. �e � � �� GROUT ' j�• ;,'•".<<'_ :�:-:�;,;;� �.c_ ° i � _ —..=��-- - — - - - . '.� •� %•i • ��. ,6' . :�� ; � '� '�- � ';�.' .�,•. , -� _� . , .. � '� ; i ': ,1. ;& $„ � �— CLASS F (4000�') CONC �` � ' y-� '�' ' � NOTE: 1, PRECAST 4'D lA. CONE W fTH ,�.-, :. '^�: = � STANDARD 300# MANHOLE =�; �a:. s" C OVER ANQ R I NG I N L I EU �•' :�� " OF 24!'x40" SHALLOW � 'F MANHOLE(REF. FIG 106). •�•' 2. MA��NOLE TO BE USED WHERE '" SEWER LINES ARE LESS THAN 6' DEEP. .t• � � y• g � � � ,-�-,8 � ,@ � iF ' I� SHALLC�W MAfVHOL� M PREC�AST CONE �� Ff �URE 105 � '� - �r E1-14 MATERIAL E2-14 CONSTRUCTION . � �Glhere M.H.�s are in street �.} nstall two or more courses of Iprick,or concrete grade rings V�tween casting and top of bric �ne, or concrete slab. � � � D� v....... ��..-�qi . !�l � — ��t tu� �imit of Excavat i on 1it � lll I � � U � Iur ll<< � (lll �rust B1 ock to _xtend 6" In All irections from tside Diameter Pipe � � � �'� -7s s � � .� 0 a� � � � � > � 0 i c�n ii R il ii �� il l� � 1111 _ ,�;� � Where M.H.'s �ar. e bu i 1 t in streets to be paved, M.H. rim to be set to proposed paving grade 2- 0" � T.Illt = j U1=7u � � -Use standard McKinley, No. A24 AM. or Equal M.H. Frame ��d Cov.er Set in Mortar Install M:H. Step: Same as in Stan�rc �_ 2ii 3ir "�' � M.H.. . . i .� . �` {u j - N'�.J. Cas d-'`�"'" Push-an �lug I ron� Tee � `�'�� -/ . � . If � �1� � � � . �- Install Nuts � � Away from M.H. L � � ��. O' � W� 1 1` on M. J. E � �� 4'-�" _� � Fitting COR-TEN . �v � . •. . . ,. � _ . ....Bplts � �1 f ��Requ i red P�rov i de�� '� � ' � � . � S td9b Extens i on At .� C�flncrete. -.. � n of P.E. in M.H. �� See � E a � ' � paT1 / Standa�d 4' Dia. m � �� M: H. Deta i 1 � � �� Figure 103 . � � Slope 1"/1'� � �� ` � : / r a / � „• � �• .� Vert i ca 1 to 3/4 �•°:•:. . � " a. a � Po i nt of P i pe :�- � . o / g�� ; • • •. •: • : .'�•,••.�: •'•'••' •' �'• ' . •��' '�' '� '• • .. • '. ' .. ; : �Y' < . - . '. • �. . . . a' : k� " Use 4000� Concrete Grouted I�ivert ' � O 4' d i a. for sewe'r , " , pipe up to 21" �° � � dia. 5' dia. for TYPI��AL SECTION � 39weo;a�Pe 21" to STANDAR�D F�UR �FOOT DROP � , � A�CCES� MANHOL'E � __FIC��URE 107 � E 1-14 Material ° E 2-14 Construction se Cast fron Pipe to irst Joint Behind imit of Excavation . _ � � . � � � �TE: A• Sta�dzrd pipe Fittings shall be use to f�rm inverts ofi junction manholes wtien ' possible, with installation as toll�vs; . . 1. Piae fitting. � � - D 2. Pour manhole 11oor to spring lin� ot titting. 3. Break out top ot fitting to spri�g line. . 4. Pour remainder of manhole invert,�to arovide vertical invert wall up to �� D 3/4 point of the larger pipe inv�l�ed, a= detailed. 5• Stee] trowel iinish invert ot ma�hole. .F B. When s�ecial situations prohibit use ot standard �ipe fittings a; ab�ve �u:li�ec, Dthe invert shall be formed of concr�te and steel trowel finished to proviue _i:•il�: functionat characteristics t� those�latT�rded by the abo�e installation. Inver;: thus formed shall be accor�plished t� the Engineer's sa°eisfaction. Q , _ . . ---� ,o, � D � D �J �� J � _ ' Ty ical Pl an -�� A • of M.H. �}�tt�n In �unct ion Manholes � � . �� . . .. � .. -. :� � „ .�� e. �-�o � Q. :'.,' i� .o ' . e . •a /�'. � -d. i� ,A „ , - 6 a` � • 6 ,'a.' / . . . .. a . .'�•°�� t .6 • s , '� • . D. . . Concrete ' �'.: '�': '�M• '��,. •' .•'�. • _ , .. , . . �,�,,,. •'r �', . , o� �� _ ; 51 a b . � � •� � �� • � 1, . . � . ' � . ,. . •1. ' . , ' �� Sect�ion A-A �� JUNCTION � NHOLE BOTT4M � FiC URE 108 � .� Materi�l E1-14 Construction E2-14 D� �� D 0 � � ., � IJ � � � � � � � � � � ' �� . .� w � Existing surfacc F Backfill as specified J,I�' L . ��77IF�7/' -r--,(r(�r� . , �' • • , ' I • � /i��,�/rC��r�"�?'�'• i . �� , • t . �i11 � � • � � � � , . , . � � � i � . � ' ' � , ' � • ' � � . . ` • , •� • � � R_ � 1 , � , , � � �U o. . .�c� . �., ., . , .� . . .. . � J � � • � • , � ,� � � • .i.• ' , • I . _ • � , .; • ,•.�', , . . . � • .,'• :. y r_,' F�r�: •� , .+: ��.� O . - , � ��:�;'•��' _:`•:•: �'�..' , • ;,t?:::'* ;. �`�- ,;�.{. �7: ��:m.' , � j ' . �� . . :::j''G'::� ,'?jj I • • ;: : t � . . . ni i ` ' • ,' • .f •r•.. / ii •�' • :•�i:i;`: �`•� � ;'.S.' ;i:��•� � ��'• r..:� I • � !', '! �.'� • u � ��• L!' � , r� . � `,0�1,• �e ' • ' � � 'rd.f'=�. w 4 Q�� •.;. .•, _ �%.i� �- �� -------�— � . � . 1N O• . ,. � -� . .. �i. . .� '��^!.�Q' • ';':,:• � _, , ": . - .: ;�'�.'• �� . :•` . • • !' ^ �!; ; •'•. , •`�(h�°` ''til i� 'r�} � `[.. . � ;. � �� +'r ;��Ja.�+�. . .„,. , � ,� ' - , � . LY\,. � � . ��.�{:��''�• _ `: :�. ;�. . . ' �1�� -. ; ; '��O:t � 1 , , .;�(�.. } ,, � • , ;.�'/. , ' � . 4�� s. .' �; ` : . . :r`;��"%i , , i I=1�� i ��-=71�� ►�-.�r/.;��; yr,�l1 �; �,;!i�i��<<�/�r� �_ �� -- O , -- O^-I �-�-,$ Ot 6" min. dimension.,i 6"'max. for pay purposes when bid per cubic yard�;. O6" min. dimensionr�' Max. for pay purposes shall be 6" o!� mains 24" and smaller, 9" on mains 30" and larger, when bid per cubic�� yard. �� O4" min. dimension.ii 4" max. for pay purposes when bid per cubic yard. �4 C1 ass "E" 15�Of# c�increte. . . �! r � �� CONCRETE E�ICASEME�IT DETAIL FI�URE 113 E ,-, Material E 2-7 Construction �r . . � . . il � r � � �� J � a , �, , i �� , � . . S Ti9E-E�T DIF� T � ' a � - } . . ~ � a.o' o . _ : _ N �� II � 8 -�4 REBARS TYP. USE 3Q00� C�AS�S A CONCRETE. A _ ; � `i ` ` `, ` �_ / `\ / � s / -- —1 \ . . 3 " TYP . . . . , . � \ . �_� r— .� � _ � , �� /�� •� �� 1 . � s� � �� - I � � � _ � ` u� � ./ • . � o 1•� � \ / �, �/ � � .� � �� / /` ,� � %'• �� ,. ,�.�_� / � a � �o � � . . . .� � ,� , �,�� a � . CONC. COLLAR � � HEIGNi VARIES� , � ^/4' CHAMFER TYP. / P�NT. PYMT. � .`� y � � • 1,; � .� `,� �6ROUN0 � 2' 27. �v: • • - - � � '� %sl l \11 %I �11�1�\Ili , GRAOE RING.S� �' . � . , . � �. •� _ � �. . � • . .� ------ — ,�� 6" MIN. C.1SE 1 CASF 2 • � . •• 3' MINIMUM - RAM NECK � J J � �' � � CASE ! ' ' �� HEIGN7 VARIES COLLAA SHALL � EXTENO TO TOP OF 2.• 27 CONCRETE .IflE8A�9 AEO.I ,� - � SECTION A . ^_ „ . , , �' . �� ; � CASE 2 . COLLAX� SXALL EXTENO `3'.�ELOh' � BOTTQH OF L 0!✓EST GRAO�` RING �''�� (REBAf� REO. J ' . "�e � FI�URE 1�21 CONCRETE�MANHOLE �pETA I L COLLAR . � ES-20.21 MATERIAL E2-20.21 CONSTRUCiION 5/18/90 �/nK/a� d � � � � � � � 0 � a [— � L.�-,] �...7 E� t.�J t.�,� � L---� � � . . � Note: Curb and 9 atch exist ng curb � and gutter. '� width. to m �' — 4 tlq" � 1 3/4 � h" r� _ 4 _ 1%' SLUPE� - _ �." -�- - � . . ,: ,:y. , - . ;_' . �,. NOF2MALLY I I /g��. � 'f...3 � R ' • � "':"•�'!"'�'-, .,� ,_,r--_.,.. 3. � . ..� . ,,, Q //� � , . Q: .. � , � r ' r;.:-�,— :,. . : , • ' cj , • • . .c.i- ' ''��I•, �.�'� � y. =• •a�' � • • ��' : '� PA Y E?i Ell i \ '� _ �. �+,' ) , :� : ti , . .,; •.i . ' Q • � :. " _.:..�-rr�; rr _ - . : _— � °=Q:��= m�•:ll. ' P ��,��t�(�$� �1• �"�"��• '�' j� . � � � � • • • .. . '.. • i�,�•�� i�aP�: , . .4' . �^''•q �4' .•; :" � � . . . 1 A(� - •.�+, • S�ADI LI IED SUBCRAp[ , .. �• � ��a�;i.0 ii�.� J�r_ ir� .rr� i.i� i�r,: �ri �ir �ir� if�� r)�_ ir.� ii�� i..=irr�i�� i,r�: i�r �ir� •r.i� .:. - REPLACEMEN�T - . SEPAf�ATE CU[�B �& CUTTE� FOR USE Wf'�M �L'EXIBLE TYP� PAVEMENT � EXCAVA710N p LIMITS a � � 0 1�2� R SIOPC l�K" PCR FOOI (IYO� . . . ...:rr. / � � � �� J J � � � � � � . � � J\ � �1 . , . _. .._... ..— ' _ A _ . . . . . .. .� . �� 2. � �� , � �R - - - � � i --=�1 �� - COMPACTED �� _ � 3' MIN. CLAY OR ' _ � 2-SACK CONC. - - �� _ _ _ � � .... , . �--� _.— — — � � � �.......,.�:�----�'.. .=��:. � �' . EMBED�MENT SEWER MAIN CLAY DAM PROFILE . ° 1 V• I •J. s W _�� _._,�.�� , , �. � _� ,�,—, -I I I� I I 1- =1 I�; I I► i� �I Il-i IIf�1,- �II � : ; �_. A� � � � I` .I I � � I 1 � COMPACTED � ' �- - 3� MIN. CLAY OR ' � ' � �: - ; I 2-SACK CONC. I ; - - - ; -�.I i - - - =-�� _ 6" MIN. BEYOND I NORMAL TRENCH � - '' WIDTH AND DEPTH �_ � �-' �� - SEWER MAIN F I',� CLAY IDAM SEC�TION � N.T.S. -0 ,, n � ,A WA S TEW. A TER � ;" CLA Y DAM CONSTRUCTION � N . •. c� � DA�ITE.• FEB. 1995 � PROJECT FTW93213 � . . �I 0 � � � � — a 0 Q � D D � � 0 � � � � � � � � � ABANDONED PIPE TO REMAIN � : ,. � CUT P1PE ."•'T '� .• . REMOVE PIPE •' .. .- . .:• • , a , . .. • � '. a .. . . � �. _ . •�. �`,� _� .. • � �d. .�._ .. . a.o. �•a '�,� . 6' MIN. - I � - •. Q � s � 9� � Pl� G.DETAIL ; f. e�o � 0 1 /3 C.Y. 1500 psi CONCRETE 0 �� I� i ' W S TE�WA TER , PL U, -' DE TA lL FOR ., A BA ��D ONED PIPE � � �, D�� TE.• OCT. 199 PROJECT FTW95148 m: � � � � L!I l�J u L�J I■J � 0 IJ C� �J � � � � PA►RT E SPECIFI.CATIONS �� I�l 0 !■J � � LJ �J ,a= F o,�r�a . ��` o�� r �i r �,e) � , x .� . �rE x �,s,�. , �+ytA7ER DE�AFiT1�iENT 1_•:�.� �;f:�.. 0 Aii materials, construction m�ethods and procedures used in thi.s project shall confarm to S�ttions E1, E2, and ElA of the Fort �lorth �Iater l3�partment �� Generai Contract Documents and Genera] Specifications, together with ariy addztionat mat�rial specification(s), construction(s} or later revision(s}. (See revisions ]isted on ti�is sheQt�. Sections E1, EZ and E2A of the � . �ort i�orth �later llepartment General Contract Oocuments and General �� Specifications are hereby made�a part of this contract documznt by ref�rence for ali purposes, the sama as if copies verbatim herein, and sucf� Sections are fi led �and kept in tnz offi ce of tiie Ci ty Secretary of, the Ci ty of . Fort uortt� as an offii ci al record of the Ci ty of Fort �lortli. � � � . � � � L�J U � � �� E1 �L E2A I h1I7EX t�ATERIAZ SPE CI FI CA7I0;1S CO,�STRUCTI OH SPE CI FI CA7I QiZS GE�lERAL QESI�`i DETAILS Revisions as of AQril Z0, 19�1, folla�: � A E1-2.4 BacS;fill: �Correct minimum compaction r2quirement to g5� Procter density and correct P.I . va1 ues as iol l�ows :)• � . ` c. • Addi Liona7 bac�Cfi 11 r�qui rements wi�en approved for use in � streets: � . �, Ty e B Backfi]1 . . .� . � (c� Maximum plastic ind�x (PI} shaii oe 6 � 2. . Ty e C �ackfiil {a� Material meettng r�equir�2ments nnd having a PI of 8 � oi- less sf�all be considered as suitable for COmpacL- ton by jetting � � � (�) Material �eting requirement and having a PI of 9 , or more snali be considered for use onTy Wit13 ^ meciianicai com�nction � • EL-2.iiTrench �ackfill: (Correct minimum compaction requ�rement Wherav�r it appears in this secti�n to'95a Procter de�isity except for paragrapn a.l. trtiere the "9�X modified Procter density" sha11 remain unciiang��). m SECTIO,i E SP"rCIFICA7IQ,�5 �31L�UARY �, �97� . � � � � � � � � � � � �M � � D D� � D � SECTIQN E100 — MATERIAL SPECIFICATIONS MATERIAL STAHDARD E100-4 JANUARY 1, 1978 (AODED 5/13/90) �100-4 WATERTI�HT MANHQLE INSERiS ., ' E100-4.1 GENERAIr.� This standard covers the furnishing and installation of �Kater�ight gasketed manhole inserts in the Fort Worth sanitary se�,rer callection system. , . . • � Ei0(;-4.2 MATERIALS Ah0 DESIGN,; , . . � � � a:� The manhcle insert shall be of corrQsion—pr�of h�igh density ��, polyethe]ene that meet5 or exc�Qds the requ�rements of ASTFf D1248, ' . ' ' Category 5, Type III. � . � � ' � .�� b. The minimum thicicness of �he manho7e insert sha�l be 1/8". �� c.. The manhole insert shall have a gasket that�provides positive s�a� in vret or dry conditions. The gasket shali be made of ciase� ce12 . neflprene rubb�r and meet the requir�ment of ASTM DI056, or equal. , � d. The manhole insert �sha11 have a stra� for removing the �nseri. The �. strap shall be rrade of minimum 2" wide woven polypropalene or nylon webbing, w�th•the ends treatzd to �prevent unravelling. Stain7ess steel hardxare shall be used to�securely attach strap to the ►nsert. e. The manhole insert shall have �one or more vent holes or valves to � � release gasses and a11ow vrater inflow at a rate no greater than 1G � gallons per 24 hours. � � • - • .U1CQ-4.3 INSi'AtLATION: � . a. The manho7e frame shall be cleaned of all dirt and debris before placing the manho]e insert on the rim. b. The manhole insert shall be fu11y 5eated around the manf�ole frame rin . �to re�ard water, from seeping between ti;� tover znd the manhole frame . . • ri�n. .: ;. i • , �' . . . N • ' • . � r . . „ � • • • E100 (1) . 0 � �� J � �II � � � � PART F , CERTIFICATE OF INSURANCE, CONTRACTQR COMPLIANCE WITH WORKERS' COMPENSATION LAW, � AND BONDS � J � J � . � J � L�J L � I � � L�J I� I� I•J L� � CERTIFICATE OF INSURANCE TO: City Of Ft. Worth, Texas Datc; 8-23-99 v�ME OFPROJECT: Main 183 & 33 Drainage Area Sanitary Sewer System Improvements QRO7ECT i1tJMBER: PS46-070460410240 Larry H Jackson Construction 1ST0 CERTIFY-THAT: Jackson Construction, Inc. 5112 Sun Valley Dr., Ft. Worth, TX 76119 is, at the date of this certificate, Insured by this Company with respcct to the businas operations hercinaRer d�scribcd, for �he type of insurance and accordance with provisions of the standard policies used by this Compan}�, and rurrher � nereinafter described. Exceptions to standard policy noted. on reverse side hereof. Woriter's Compensation Comprehensive Genzral Liaoiliry Insurance (Public Liability) Blasun¢ C�llaose of 5uildin� or strucrures acijacent to excavazions. - DamaQe to Under�round Utilities �uilder's Ris�: Comprehensrve �utomobile Liabilicy TYPE OF INSURANCE Policy Effcctive' I Expires TSF00010727�898 10-1-48 ! 10-1-99 DTC0724K514498 10-1-98 10-1-99 DTC0724K5144198 10-1�98 DTC0724K514 98 10-1-98 DTC0724K514 98 10-1-9�3 DHCAP724K51 698 10-1-98 1Q-1-99 IO-1-99 10—I-99 10-1-99 Conrrac:uai Liabiiin� � Othe� �BRELLA L' � u L � L!i DTC0724K514�98 10-1-98 IO-1-99 ICUP67$G492A�8 10-1-98 10-1-99 Limiu of Liabiliry 500 000i500,000i500 A00 Bodi��• In}ur;r: Ea. Occurrence: SL,9,pQ, OC 0� Prope:ry Damage: Ea. Occutrenca: S 1, OOQ , 0( 0 � Ea. Occurrence: S 1• 000 • OC 0 Fa. Oc�urrence: SL ��Q,O( 0 ca. Occur;enc�: Sl , 000, 0( 0 Bodil�� injury: CSL Ea Person: S 1, 000 , 000 Ea. Occurrence: S 1, 000 , 0( 0 Property Damage: ra.. Occurrence: S 1, 000 , 0( 0 Bodii�• Injun': E� Occurrence: S 1, 000 ,�-00 Prope:r� Damage: E� Occurrence: S $10,000,000 :.ocations covered: City of Ft. Worth, Texas �esc�iption of operarions covered: Main 183 & 333 DrainaEe A�ea San� tarr Sewer Svct��m T�provements : he above policies either in the body thercof or by appcopriau endorsement provided that they mav not be chan2ed or canceled b�• the insure; in less than five (5) days after the jnsured has received wntten notice of such cnan�e�or cancellation. Wherc applicable local ►aws or regulations require more than fve (51 days actval nouce of changc or cancellation to be assurcd. the above policies contain svch specia! roquirezn�nu, either in the body thercof or by appropriate endorsement thereto artached. Asenc� Coble—Cravens Ins. Agency, Inc. =on worth Aecnt Robert W. Purdin Address 202 E. Border St., 4�202 Arlington, TY. J6UU4 ^ � � / By � ��%�" '. �L� . Title President • LJ � � � '�1 � I� � lJ � � � IJ 0 � u � 0 ,J ,J � �� . �:� �-��` �,. ^..�.��., . ' �� y".�,,,,�� «s � K, y • � , $ ', �� _�� 1� ��4'"r ►� � � � I� J �I l�l L�J C'I 'u l�l � I■ n � �� I�J � � CONTRACkTOR 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 P46- 070460410240 JACKSON CONSTRUCTION. INC. C NTRACTOR By._ � �. Title �'�� / Date STATE OF TEXAS COUNTY OF TARRANT 0 � BEFORE NIE, the undersigned authority, on this day personally appeare � known to me be the person whose nam su-bsQ ri�bed to � fore o' g instz me rt, and ackno ledged that he executed the same as the act and deed ��,CY�i �or the purpose and consideration therein expressed and in the capacity ther�n stated. GNEN UNDE HAND AND SEAL OF OFFICE this �� day of . 19� . " �'� � '. '�,.�k � ��.�'� ' �- ` ` c�i"�rY �vB�� ; � t� .` '.*4„� �t�t„ oA TeXa� .nv ��,��j��. 09-18-2001,� o Public in and,for the State of Texas Q � � PERFORMANCE BOND � � TI� STATE OF TEXAS � � COUNTY OF TARRANT § � LJ KNOW ALL MEN BY TI�SE PRESENTS: That we (1) JACKSON CONSTRUCTION. INC. a(2) CORPORATION of TEXAS, hereinafter call Principal, and (3) *** a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and iumly bound unYo the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, in the penal sum of: ONE NIILLION FOUR IiUNDRED SIXTY-NINE THOUSAND FOUR HUNDRED EIGHTY-5EVEN AND NO/100 ......... ... ............... ............... .......................................... .................. ... ... ..................... � ($1.469.487.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. � TFIE CONDITION OF THIS of: OBLIGATION is such that Whereas, the Principal entered into a certain � contract with the City of Fort Worth, the Owner, dated the 17'� of AUGUST. 1999 a copy of which is hereto attached and made a part hereof, for the construction of: � C MAIN 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IlVIPROVEMENTS (GROUP 6, CONTRACT 3) PART 2, UNIT 1 designated as Project No. (s) PS46-070460410240, a copy of which contract is hereby attached, referred to, and made a part hereof as fully and to the same extent as if copied at length herein, such project and construction being hereinafter referred to as the "work". . � NOW THEREFORE, if the Principal shall well, truly, and faithfully perform the work in accordance with the plans, specifications, and contract documents,during the original term thereof, and any extensions thereof which may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages � which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outlay and expense which the Owner may incur in making good any default, then this obligation shall be void; otherwise to remain in full force and effect. . a - ***INDEPENDENCE CASUALTY AND SURETY COMPANY � � � � F1 �, C C C � C I� PROVIDED FURTHER, that if any legal action filed upon this bond, venue shall lie in Tarrant County, State of Texas. AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be :performed thereunder or the specifications accompahying the same shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the 17Tg of AUGUST. 1999. ATTEST: �� '� � -- r' � Yrinci ) Secretary C � 'I�1 I�I � (SEAL) � �J - Witness as to Principal 511 Sun Valley Dr., Fort Worth, TX Address 7 6119 � E�� `�-� (Surety) Secretary � � � (SEAL) � � U � i � 202 E. � � s -. der, Arlington, TX 76010 (Address) JACKSON CONSTRUCTION, INC. P CIPAL (4) BY: Title: � 5112 SUN VALLEY DRIVE FORT WORTH, TX 76119 (Address) Independe Casualty and Surety Company ure BY: � ' (Attorney-in-fact) Jack M. Crowley P.O. Box 429, Arlington, TX 76�04-0429 (Address) NOTE: Date of Bond must not be prior to date of Contract (1) Correct Name of Contractor (2) A Corporation, a Parknership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attomey-in-Fact.. F2 LJ � IN W(TNESS WHEREOF, INOEPENDENCE CASUALTY AND SURE7Y COMPANY has caused these presents to be signed by its duly authorized officers this 15th day of November 1996 . � KNOW ALL MEN BY 7HESE PRESENTS: That INDEPENOENCE CASUALTY AND SURETY COMPANY, a Texas Corparation, does hereby appoinr JAC}C M. CROWLEY � its We and lawful Atiomey(s}-in-Fad, with full pawer and authority, to execvte, on behalf of the Company, fidelity and surety bonds, undertakings, and other corttrads of suretyship af a similar nature. � aThis Power of Atiomey is granted and is signed and sealed by facsimite under the authority of the following Resolution adopted by the Board of Directors on tl�e 22nd day of Nevember, 1994, which said Resalution has not been amended or rescinded and of which the following is a We copy: 'RESOLVED, that the Chairman of the Board, the President, a� Execx�ttve Vice President or a Senior Vice President of the Company, and each of athem, is hereby authorized to execute Powers of Attomey qual"rtying the attomey named in the given Power of Attamey to execute on behatf of the Comparry, fidelity and surety bonds, undertakings, or other contracis of suretyship of a similar nature; and to attach thereto the seal af the Company; pravided however, that the absence of the seal shall not affed the validity af the instrument. �FURTHER RESOLVED, that the signatures of suct� officers an$ the seal of the Company, and the signatures of any witnesses, tfie signatures and seal of any notary, and the signatures of any officers certifying the validity of the Power of Attomey, may be affixed by facsimile." CI� � � STATE OF CALIFORNIA COUNTY OF SAN DIEGO independence Casuatty and Surety Campany HOME OFFiCE: SAN DIEGO, CALIFORNIA SS. � On November 15th, 1996 before me, personally appeared John L Hannum, Executive Vce President of INDEPENDENCE CASUALTY AND SURETY COMPANY, personally known to me to be the individual and officer who executed the within insUvment, and acknowledged to me that he executed the same in his official capacity and that by his signature on the instrument, the corporation, on behalf of which he acied, executed the insVumenL . QW17NESS my hand and official seal. I� � � � . N y� �r• y �M v , - CERTIFiCATE: � POWEF� OF ATTORNEY G�Vpy,TY ,�,y� JG b 6 .i' �p � o r �. � c � � �d'yf � 4yj MA9LAYNA Jt!�BOiS � COM��. �10779�9 c7 NOTARY Pt;=i.�GC-t K, =,1'A cn SAN G:EGC G::t;ieT'! C) My� Cammi�swn Ezci�as = NQV:.h{6cR 19,1�'r3 ` . .� INDEPEiVDENCE CASUALTY AND SURETY COMFANY � �. Joh L. Hannum, Ex�cutive Yce President r �a� otary Public I. E. Hamed Davis, Vca President of INDEPENDENCE CASUALTY AND SURETY COMPANY, do hereby certify that the original POWER OF Al70RNEY, of which the foregoing is a We copy, is still in full force and effect, and that this certificate may be signed by facsimile under the authority of the above quoted resolution. IN WfTNESS WHEREOF, I have subscribed my name as Vice President, on this 17th day of August 19 99 � 4�J�� ~yO�G ,b 6 -i� �� or , > r� • � i 1 � a � .1'�% ?Vr � �� ICS 37 " � INDEPENDENCE CASUALTY AND SURETY COMPANY � �� Q� E. Hamed Davis, vice President � L�J C'' L�'� � C L�J � C� � LJ I�� u II� �1 �II� u PAi'MENT BOND THE STATE OF TEXAS COUNTY OF TARRANT KNOVJ ALL MEN BY TI�SE PRESEN�TS: That we (1) JACKSON CONSTRUCTION, INC. a(2) Corporation of Texas, hereinafter call Principal, and (3) **�` , a corporation organized and existing under the laws of the State and fully authorized to transact business in the State of Texas, as Surety, are held and fumly bound unto the City of Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, fums, and corporations who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the penal sum of : ONE MILLION FOUR HUNDRED SIXTY-NINE THOUSAND FOUR HUNDRED EIGHTY-SEVEN AND NO/100 ... ... ......... ... ......... ... ... ... ...... ... ............................................................... ......... ... ... ........ ($1,469,487.00) Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators and successors, jointly and severally, iumly to these presents. THE CONDITION OF THIS OBLIGATION is such that Whereas, the Principal entered into a certain contract with the City of Fort Worth, the Owner, �dated the 17TH day of AUGUST A.D. , 1999' a copy of which is hereto attached and made a part thereof, for the construction of:: MAIN 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3� PART 2, UNIT 1 Project No. (s) PS46-070460410240 a copy of which is hereto attached, referred to and made a part hereof as fully and to the same extent as if copiecfi at length herein, such project and construction being hereinafter referred to as the "work". NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it shall remain in full force and effect. ***INDEPENDENCE CASUALTY AND SURE�"Y COMPANY F10 � I�I � � I�I� � � � � �� L�J � I'� L�J I� 0 S � ��,� (Surety) Secretary � (SEAL) � THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and material in the prosecution of the work provided for in said Contract, as claimants are defined in said Article 5160, and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised Civil Statutes. PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shall lie in Tarrant County, State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the ternns of the contract or to the wo�k to the specifications. PROVIDED FURTHER, that no fmal settlement between the Owner and the Contractor shall abridge the right of any beneficiary hereunder whose claim may be unsatisfied. IN WITNESS WHEREOF, this instrument is executed in 10 counterparts each one of which shall be deemed an original, this the 17Tg day of AUGUST A.D., 1999. ATTEST� ; p C�S„�at�G / (Principal) Secretary . Witness as to Principal� 511 Sun Valley Dr. Fort Worth, TX 76119 Address JACKSO ONSTRUCTION, INC. PR�d AL BY: �/ c �,` Title: � 5112 SUN VALLEY DRIVE FORT WORTH, TX 76119 (SEAL) (Address) Indenenden� C� ualtv and Su Sure i y�/� - BY: � � (Attorn�y-in-fact) (5) Jac�k rowley P.O. Box 429, Arlington, TX ,�/6004-0429 (Address) 202 E. Border, Arlington, TX 76010 (Address) NOTE: Date of Bond must not be prior to date of contract (1) � Correct Name of Contractor (2) A Corporation, a Partnership or an Individual, as case may be (3) Correct name of Surety (4) If contractor is Partnership all ' Pariners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by . Attorney-in-Fact.. �� l�l � ,�� Witness as to Sur 202 E. Border, Arlington, Tx 76010 � (Address) � � IN WITNESS WHEREOF, INDEPENDENCE CASUAL7Y AND SURETY COMPANY has caused these presents to be signed by its duly authorized officers this 15th day of November 1996 . � KNOW ALL MEN BY THESE PRESENTS: That INDEPENDENCE CASUALTY AND SURET( COMPANY, a Texaa Corporation, does hereby appoinr JA�}t M. CROWLEY � its true and lawful Atiomey(s}in-Fad, with full power and authortty, to execute, on behalf of the Company, fidelity and surety boads, undertakings, and other carrtracts of suretyship of a similar nature. a �This Power of Attomey is granted and is signed and sea{ed 6y facsimik under the authorfry of the following ResoluGon adopted by the Baard of Directors on the 22nd day of November, 1994, which said Resalutian has not been amended or rescinded and af which the following is a true copy: "RESOLVED, that the Chairman of the Board, the President, ari Executive Vice President or a Senior Vice President of the Company, and each of �them, is hereby authorized to execute Powers of Attomey qualifying the attomey named in the given Power of Attomey to execute on behatf of the Comparry, fidelity and surery bonds, undeRakings, or other contracLs of suretyship of a similar nature; and to attach thereto the seal af the Company; prwided however, that the absence of the seal shall not affeci the validity of the instrument. �FUR7NER RESOWED, that the signatures of such ofticecs and the seal of the Company, and the signatures of any witnesses, the signatures and seal of any notary, and the signatures of any officers certifying ttie validity of the Power of Attomey, may be affixed by facsimile." � u �li STATE OF CALIFORNIA COUNTY OF SAN DIEGO Independence Ca�ualty and Surety Campany HOME OFFiC�: SAN DIEGO, CALIFORNIA SS. a On Navember 15th, 1996 before me, personally appeared John L Hannum, Executive Vce President of INOEPENDENCE CASUALTY AND SUREN COMPANY, personally knawn to me to be the individual and officer who executed the within insUument, and acknowledged to me that he exearted the same in his official capac.ity and that by his signature on the instrument, the corporation, on behalf of which he aded, exewted the instrumen� . � WI7NESS my hand and official seal. � I I � � � � � � ' • � o. . tU �s M' �w � � � CERTIFICATE: POWEi�R OF ATTORNEY C�J�TY ~vO vG b 6 �{' '�? � C Y : S n � yJ '�d'yf � 41,` . MAALAYNA �t! 90iS � � COMt�I. �1Q7i9�8 n NOTARY P:;= �GC-t �• =� 1'A N SAri G.Ec�G::��i.T'� � My� Commissian �xpi;ss = NOV�h16cR 19,195�3 ; INDEPENOENCE CASUALTY AND SURE7Y COMPAIVY Joh L. Hannum, Ex�cutive Vce President \ � r o� �/� 1�Q-..� � �Hotary Public v I, E. Hamed Davis, vice President of INDEPENDENCE �ASUALTY AND SUREIY COMPANY, do hereby certity that the original POWER OF ATTORNEY, of which the foregoing is a tcue copy, is still in full force and effed, and that this certificate may be signed by facsimile under the authority of the above quoted resolution. IN WTTNESS WHEREOF, I have subscribed my name as Vice President, en this 17th day of August 19 99 ✓a JHl'TY '�'�'O CF '�G} ,r ` .i� a `z .a d �,, Kl � � � � .��; �� : ICS 37 " INDEPENDENCE CASUALTY AND SURETY COMPANY �� • E. Hamed Davis, Vice President u � L�J �I TI� STATE OF TEXAS COUNTY OF TARRANT MAINTENANCE BOND � � � KNOW ALL MEN BY THESE PRESENT�S: That (1) JACKSON CONSTRUCTION. INC., as Principal, acting herein by and through (2) Larry H. Jackson its duly authorized President and (3) *** a corporation organized under the laws of the State of TEXAS, as surety, do hereby acknowledge themselves to be held and bound to pay unto the City of Fort Worth, A Municipal � Corporation, chartered by virtue of Constitution and laws of the State of Texas, at Fort Worth, in Tarrant County, Texas the sum of � � �' L�' �I C�� J C �I � � � P ONE NIILLION FOUR HUNDRED SIXTY-NINE THOUSAND FOUR HUNDRED EIGHTY-SEVEN AND NO/100 ................................................................................................................................. ($1,469,487.00) in lawful money of the United States, for the payment of which sum well and truly be made unto said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs, executors, administrators, assigns and successors, jointly and severally. This obligation is conditioned, however; that, VVF�REAS, the Principal has entered into a certain contract with the City of Fort Worth, August 17. 1999. the performance of the following described public work and the construction of the following described public improvements: � MAIN 183 AND 333 DRAINAGE AREA SANITARY SEWER STYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 2, UNIT 1 of same being referred to herein and iri said contract as the Work and being designated as project PS46- 070460410240 and said contract, including all of the specifications, conditions and written instruments referred to therein as contract documents being hereby inc�rporated herein by reference for all purposes and made a part hereof, the same as if set out verbatim herein; and , WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that it will remain in good repair and condition fo� and during the period One (11 Year after the date of the final acceptance of the work by the City; and WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of One (11 Year: and, WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time within said period, if in the opinion of the Director of the Water Deparlment of the City of Fort Worth, it be necessary; and, ***INDEPENDENCE CASUALTY AND SURETY COMPANY �S � � � C� u � � � a C� (Seal) � ^ � �j Witness as to Principal u 511 Sun Valley Drive Fort Worth, TX 76119 � � VVF�REAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct said work as herein provided. NOW TI�REFORE, if said Contractor shall keep and perform its said agreement to maintain, repair or reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null and void, and have no force or effect. Otherwise this Bond shall be and remain in full force and effect, and said City shall have and recover from the said Contractor and its surety damages in the premises prescribed by said Contract. 'This obligation shall be continuing one and successive recoveries may be had hereon for successive breaches until the full amount hereof is exhausted. WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie in Tarrant County, Texas; and, IN WITNESS WHEREOF, this instrument is executed in 10 counterparts, each one of which shall be deemed an original, dated Au�ust 17, 1999. ATTEST: �/Y%� r7-r`� / (Pr' pal) Secretary (Address) ST: �.,C� , C�'��,� (Surety) Secretary � � (SEAL) a O O ' . � Wifiess as to Surety 202 E. Border, Arlington, TX 76010 JACKSON CONSTRUCTION. INC. PRINCIPAL (4) BY: , Title: �n �;/.K�c�� 5112 SUN VALLEY DRIVE FORT WORTH, TX 76119 (Address) Independ ce Casualty and Sur Cempany BY: � tY .� % (Atto�iey-in-fact) (5) Ja M. Crowley P.O. Box 429; Arlington, 76004-0�+29 (Address) NOTE: Date of Bond must not be prior to date of Contract � (1) Correct Name of Contractor (2) A Corporation, a partnership or an Individual, as case may be (3) Correct name of Surety (4) If Contractor is Parinership all Partners should execute Bond (5) A true copy of Power of Attorney shall be attached to Bond by Attorney-in-Fact. Q F6 t�. l_�J � lndependence Casualty and Surety Company HOME OFFiCE: SAN DIEGO, CALIFORNIA POWER OF ATTORNEY � KNOW ALL MEN 8Y THESE PRESENTS: That INDEPENDENCE CASUALTY AND SUREIY COMPANY, a Texas Corporation, does hereby appoinr JAC}t M. CROWLEY � its true and tawfui Atiomey(s}-in-Fad, with full power and authority, to execute, an behalf of the Company, fidelity and surety bonds, undertakings, and other contracis of suretyship of a simiiar nature. �This Pwver of Attomey is granted and ia signed and seafed by facsimile under the authority af the foliowing Resolution adopted by the Board of Directors on tbe 22nd day of November, 1994, which said Resolution has not been amended or rescinded and of which the following is a true copy: "R�SOLVED, that the Chairman of the Board, the President, an Executive vice President or a Senior Vice President of the Company, and each of �them, is hercby authorized to execute Powers of Attamey qualifying the attamey named in the given Power of Attomey to execute an behalf of the Comparry, fidelity and surety bonds, undectakings, or other contracts of suretyship of a similar nature; and to attach thereto the seal of the Company; provided however, that the absence of the seal shall not affed the validity of the instrument. I �FURTHER RESOLVED, that the signatures of suct� oficers and the seal of the Company, and t�e signatures of any witnesses, the signatures and seal of any notary, and the signatures of any officers certi(ying the validity of the Power of Attomiy, may be affixed by facsimile." IN WITNESS WHEREOF, INDEPEtJDENCE CASUALT'f AND SURETY COMPANY has caused� these presents to be signed by its duly authorized � afficers this 15th day of November 1996 . � I Jny,TY q,yO INDEPENDENCE CASUALTY AND SURE7Y COMPANY 4� '�G I ar � -k' a I IJ a S7ATE OF CALIFORNIA SS. COUNTY OF SAN DIEGO �% ,y a t^ . � t C ' � :d�yl # 4y� �On November 15th, 1996 before me, persanally apReared John L Hannum, Execu ive Vice President of INDEPENDEiVCE CASUALTY ANO SUREIY COMPANY, personally knawn to me to be the individual and officer who execute the within instrument, and aUcnowledged to me that he executed the same in his afficial capacity and that by his signature on the instrument, the rporation, on behalf of which he acled, executed the � insUvment I WITNESS my hand and official seal. � � , ' MARLAYNA �t! 90iS . � � � � �� COM�1. �10779v`9 c7 � p �� /'� V �•.� NOTARY P::=_i.�'GC-s,�;:F.tPA cn %�, �/� � 1�Y-..�, a V � -� SAM G1EGC G ��,T'� i � ' TVotary Public '� � i � My� Commi�si�n _,.p:.ss , I CERTIFiCATE: NOV�Iti16CR 19,,1?S9 � I � ^. � � I, E. Hamed Davis, �ce President of INDEPENDENCE CASUALIY AND SURETY CO PANY, do hereby certify that the origirtal POWER OF ATTORNEY, of which the foregoing is a Uue copy, is still in full force and effect, and that this ce ificate may be signed by facsimile under the authority a of the above quoted resolution. I IN WfTNESS WHEREOF, I have sub�cribed my name as Vice President, on this 17t1� day of August 19 99 I � G7yVw%T� 1V�.►G I b d-r r� INDEPENDENC��CASUALTY ANO SURETY COMPANY Z '� I a+ Y i > I � �� F a �, � . � .�,. �� ?�, ,� �: . ICS 37 " E. Hamed Davis, Vice President D � 0 I!l L*J PART G - CONTRACT � THE STATE OF TEXAS § � COUNTY OF TARRANT � � THIS CONTRACT, made and entered into Au�ust 17, 1999by 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,iParty of the First Part, hereinafter termed "OWNER", and Q JACKSON CONSTRUCTION. INC. of the City of FORT WORTH. County of TARRANT and State of TEXAS, Party of the Second Part, hereinafter termed "CONTRACTOR". I�I I�I ' WITNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the First Part (Owner), said Pariy 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 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 2, UNIT 1 � And all extra work connected therewith, under the terms as stated in the Contract Documents, and at his (their) own proper cost and expense to furnish all the materials, supplies, machinery, equipment, tools, superintendent, labor, bonds, insurance, and other accessories and services necessary to complete the � said construction, in accordance with all the requirements of the Contract Documents, which include all maps, plats, blueprints and other drawings and printed or written explanatory matter thereof, and the specifications thereof, as prepared by the E�ngineers employed by the Owner, each of which has been a identified by the endorsement of the Contractor and the Engineers thereon, together with the Contractor's Written Proposa] and the other parts of the Contract Documents hereto attached, including the Fort Worth Water Department General Contractor pocuments and General Specifications, all of which are � made a part hereof and collectively and constitute the entire contract. L■I I! � �J I!J G1 !� C� � L�' � � � L�J L{ �, � l _■ I � � � 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 modiiications thereof, and to make payment on account thereof as provided therein. IN WITNESS WHEREOF, the Parties to these presents have executed this Contract in 10 counterparts in the year and say first above written. Citv of Fort Worth, Texas (Ownerl Party of the First part BY: ASST. City Manager � CW JACKSON CONSTRUCTION, INC. 5112 SUN VALLEY DRIVE FORT WORTH, TX 76119 Contractor By: e Tltle: APPROVED: � .��,�(�, (,.��, '� . �-.-• A. Douglas Rademaker, P.E. Director � L�J � Department of Engineering �W 0 r:��r�� •��n� � City Secretary (Seal) WITNESSES: .. , . �. �� Approved as to Form and Legality: v Gary Steinberger, Asst. City Attorney � - �� 93 Contract Authorization � �� / �� Date � � J � ■J � � � � � � J � � � � � � � � APPENDIX A SRF REQUIREMENTS 'l � �, � � � 9 c PRIVITY OF CONTRACT. This contract is expected to be funded in part with funds from the Texas Water Development Board. Neither the State of Texas nor any of its deparunenu, agencies or employees is, or will be, a parry to this contzact or any lower tier contract: ��This contract is subject to regulations contained in 31 TAC Chapcer 363 in effect on the date this contract is executed. � � DEFIT(ITION. The term "TWDB" means the Exe�utive Administrator of the Texas Water � Development Board, or other person wi�o may be at the time acting in the capaciry or authorized to perform the functions of such Administrator, or the authorized representative thereof. � . FINAL PAYMENT �� . � � � � � � The retainage and its interest earnings, if any, shall not he paid to the Cantractor until the TWDB has authorized a reduction in, or release of; • resaina�e on the contraci work. REVIEW BY OWNER AND TWDB. (a) The Owner, authorized representatives and aQenu of the Owner, and'the TWDB shall, at aIl times have access to and be permitted to observe and review all work, materiaIs, equipment, payrolls, personnei records, employment conditions, material invoices, and other relevant data and records pertainin� to this Contract, provided, however that alI instructions and approval with respect to ihe work will be given to the Contractor only by the Owner through authorized regresentaaves or agents. (b) Any such inspection or review by the TWDB shall not sul�ject the state of Texas to any action for damages. � � 9 a FLOOD HAZARD INSURANCE. � � � � � �� This provisions applies to any contract which will construct structures that are insurable under the National Flood Insurance Program of the Federal Emergency Mana�ement Agency. The Contractor shall apply for flood insurance on all insurable structures that wiIl 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 shaIl obtain the flood ha2ard 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 Landrnark is autharized until the �wner has complied with the provisions of the Antiquities Code of Texas. The Owner has previously coordinated with the appropriate aaencies and impacts to known cultural or archeological de�osits have been avoided or mitigated. However, the Contractor may encounter unanticipated cultural or archeological deposiu during construction. If archeological sites or historic strucrures are discovered afrer construction operacions are begun, the Contractor shall immediately cease operations in that particular area and notify the �wner, the TWDB, and the Texas Historical Commission, (512-463-b096). The Contractor shall take reasonabie steps to protect and preserve the discoveries until they have be�n inspected by the Owner's representative and the TWDB. The Owner will promptly coordinate with the Texas Historical Commission and any other appropriate agencies to obtain any necessary approvals or permits to enable the work 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 endan�ered species as Iisted or proposed for listing under the Federal Endangered Species Act (ESA), and/or the State of Texas Pari:s and Wildlife Code on Endangered Species, or to destroy or adversely modify the habitat of such species. If a threatened or endanQered species is encountered during construction, the Contractor shall immediatelvi cease work in the area of the encounter and notify the Owner, who will immediately implement actions in accordance with the ESA and applicable State statutes. These actions shall inciude reporting the encounter to the TWDB, the U. S. Fish and Wildlife Service, and the Texas Parks and WiIdlife Departmenc, obtaining any necessary approvals or permics to enable the work to continue, or implement otner mitiQative actions. The Contractor shall not resume construction in the area of the encounter until authorized to do so by the Owne:. L� � � � � � � � � � � M 9 LAWS TO BE OBSERVED. In the execution of �he Contract, the Contractor must comply with all appIicable Local, State and Federal laws, including but not Iimited to laws concerned wich labor, safety, minimum wages, and the environment. The Contractor shall make himself familiar with and at all times shall observe and comply with all F�deral, State, and Local laws, ordinances and regulations which in any manner affect the conduct of the work, and shaIl indemnify and save harmless the Owner, the TWDB, and their representatives against any claim arising from violation of any such law, ordinance or regulation by himself or by his subcontractar or his empIoyees. HAZARDOUS MATERIALS. Materials utilized in the project shall be free of any hazardous materials, except as may be specifically provided for in the specifcations. If the Contractor encounters existing material on sites owned or controIled by the Owner or in material sources that are suspected by visuaI observation or smeil to contain hazardous materials, the Contractor shall immediately notify the Engineer and the Owner. The Owner will be responsible for the testing for and removal or �disposition of hazardous materials on sites owned or controlled by the Owner. The Owner may suspend the work, wholly or in part during the testing, removaI or disposition of hazardous materials on sites owned or controlled by th� Owner. �- �� ` -�' - �_ _ �._�- �-- :� : _. � �� <. �. . �:: � �� . � � �� !� . � �t EQUAL EMPLOYMENT OPPORTUNITY. During the performance of this contract, the Contractor a�rees as follows: (1) Thc Contractor will not discriminate against any cmployee or applicant for cmpIoyment because of race, color, religion, sex, agc, handicap, or national oriain. The Contractor will take affirmativc action to ensure that applicants are empIoyed, and that employees aze treatcd during employmcnt without regard to their race, color, religion, sex, age, handicap, or national origin. Such action shallincIude, but not be limited to the folIowing: EmpIoyment, upgrading, demotion, or transfer, recruitment or recruitment advertising; Iayoff or termination; rates of pay or ocher forms of compensation; and seIection for trainin„ including apprenticeship. The Contra�tor agrees to post in conspicuous places, available to empIoyees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrunination cIause. (2) The Contractor will, in all solicitations or advertisements for empIoyees pIaced by or on behalf of the Contractor, state that all qualified applicants wiII receive consideraaons for empIoyment without regard to race, color, religion, sex, age, handicap, or national origin. � (3) The Contractor will send to each Iabor union or regresentative of workers with which he has a coIIective bargaining aa ecment or othez contract or understanding, a notice to fx provided advising the said Iabor union or workers' representatives of the Contractor's commitments under this scction, and shall pvst capies of th� notice in conspicuaus piaces available to employees and appIicants for employmen� (4) The Contractor will compiy with alI provisions of Executive Order 11246 of September 24, 1965, the Age Discrimination in Employment Act of 1967,29 U.S.C.A. 621 (1985), Executivc Order 12250 of November 2, 1980, the Rehabilitation Act of 1973, 29 U.S.C.A. 701 ct seq. (1985), and of the iules, regulations, and rele,yant orders of the Secretary of Labor. (5) The Contractor will furnish all information and reports required by Executive Order 11246 of September 24, 1965, 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 � purposes of investigation to ascertain compliance with such rules, reguIations, and orders. , . �� ' �1 . :::,::. ..� . �' �- .Z 7 , � ; a , _f -- ., �i � (6) In the event of the Contractor's noncompIiance with the nondiscrimination clauses of this contract or with any of the said rules, reguIations, or orders, this contract may bc canceied, terminated; or suspended in whole or in part and the Contractor may be decIared ineligible for fiirther Government eQnrracts or federalty assisted construction contracts in accordance with procedu3es authorized in Executive Ordcr I 1246 of September 24, 1965, and such ochcr sanctions may be imposed and remedies invoked as provided in Execvtive Order I 124b of September 24, 1965, or by rule, regulation, or order of the Secrctary of Labor, or as otherwise provided by Iaw. � (7) The Contractor will include the portion of the sentence irnrnediately preceding w paragraph I. and the provisions of paragraphs 1. through 7. in every subcontract or purchase order unless exemgted by rules, reguIations, or orders of the 5ecretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provi�ions will be binding upon each subcontractor or vendor. The Contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such proviszons, including sanctions for noncompIiance: PRO�TIDED, HOWEVER, That in the event a Contractor becomes invalved in, or is threatened with, litigation with a subcontractor or vcndor as a result of such direcrion by the admuvstering agency the Contractor mayrcquest the United States to cntcr into such litigation to protect the intcrest of the United States. ($) The Contractor will compIy with Executive Order 11246 based on its implementation of the Equal bpportunity Clause, specific affirmative action obligations required by the Standard FederaI Equal EmpIoyment Opportunity Construction Contract Specifications, as set forth in 4I CFR Part 60-4 and its efforts to meet the goals estabIished for the gcographical area where the Contract is to be performed. The hours of minority and femaIe employmcnt and training must be substantially uniform throughoat the length of fhe Contract, and in each trade, and the Contractor shall make a good faith effort to employ minorities and women evenIy on cach of its projects. The transfer of�minority or female employees or trainees from Contractor to Contractor or from project to pr.oject for the solc puiposc of inecting the Contractor's goals shall bc a violation of the Contract, the Executive Order, and the regulations in 41 CFR Part 60-4. The goais are expressed as percentages of the total hovrs of employment and training of minority and femaIe utii,ization the Contractor should reasanabiy be able to achieve in each construction trade in which it has employees in the covered area. Goals are published periodically in the Federal Re�ister in notice farm, and such notices may be o6tained from any office of federal eantraci cornpliances programs ' orfice or from federal pracurement contractin; officers (512) � 229-5835. The Contractor is expected to mai:e substantially unifarm progress � . a k � •. � toward its goal in cach craft during the period spccified. Whencvcr the Contractor, or any subcontractor at any ticr, subcontcacts a portion � of the woric invoIving any construction tracie, it shaII physicalty include in each subcontract in excess of $10,000 the provisions o�-these specifications and the � nvtice which contains the applicable goals set for minority and femalc participation and which is set forth in thc �solicitations from which this contract resulted. � � �il . � � � �^ ♦, . � . � � . � � • � � � . � � �, , . . � . � APPENDIX B EASEMENT DOCUMENTS J � APPENDIX B - EASEMENT DOCUMENTS J Three copies (in 3-ring binders) of all the right-of-entry forms and all easements (temporary � construction and permanent) obtained^�for this project are available for examination at the plans desk of the Department of Engineering. Bidders shall be provided with copies of any right-of-entry or easements upon request. The terms of all Special Provisions or � Conditions for easements shall be applicable. The responsive low bidder(s) will be furnished with a copy of Appendix A after award of contract. Bidders shall not remove any of the three copies from the plans desk. J � � � J � � � � � � � � � City of Fort Wor�th, Texas �1►�Ayar And Caunc�l C,ammun�cAt�an DATE REFERENCE NUMBER LOG NAME PAGE 8��99 � **C-17593 30MILAM I 1 of 2 SUBJECT AWARD OF CONTRACT TO JACKSON CONSTRUCTION, INC. FOR MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEMENTS (GROUP 6, CONTRACT 3) PART 2, UNIT 1 �COMMENDATION: It is recommended that the City Council authorize the City Manager to execute a contract with Jackson Construction, Inc. in the amount of $1,469,487 for Mains 183 and 333 Drainage Area Sanitary Sewer System Rehabilitation and Improvements (Group 6, Contract 3) Part 2, Unit 1. DISCUSSION: On October 15, 1996 (M&C C-15707), the City Council authorized the City Manager to execute an engineering agreement with Teague Nall and Perkins, Inc. to prepare plans and specifications for the reduction of inflow/infiltration in the sanitary sewer Mains 183 and 333 drainage areas. 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 Meadowbrook Drive, on the south by Church Street, on the east by Milam Street, and on the west by Forest Lane. The proposed improvements consist of the replacement of approximately 6,000 linear feet of primarily 8 and 10-inch sewer pipe. The project is located in COUNCIL DISTRICT 5, Mapsco 80E, F and J and 77K. The project was advertised for bid on May 6 and 13, 1999. On June 3, 1999, the following bids were received: BIDDER AMOUNT TIME OF COMPLETION Jackson Construction. Inc. Conatser Construction, Inc. $1.469.487 1,526,244 120 Calendar Days In addition to the contract cost, $103,000 is required for inspection and survey and $45,000 is provided for project contingencies. Jackson Construction, Inc. is in compliance with the City's M/WBE Ordinance by committing to 9% M/WBE participation and documenting good faith effort. Jackson Construction, Inc. identified several subcontracting and supplier opportunities. However, the M/WBE's contacted in the areas identified did not respond or did not submit the lowest bids. The City's goal on this project is 21 %. � a � City of 1�`ort T�'orth, Texas , .�►�Ayar4 And C,�u11c1� C,�mmun�cAt�arr DATE REFERENCE NUMBER �OG NAME PAGE 8�� 7�99 . **C-17593 ; 30MILAM I 2 of 2 SUBJECT AWARD OF CONTRACT TO JACKSON CONSTRUCTION, INC. FOR MAINS 183 AND 333 DRAINAGE AREA SANITARY SEWER SYSTEM REHABILITATION AND IMPROVEfVIENTS (GROUP 6, GONTRACT 3) PART 2, UNIT 1 FISCAL INFORMATIONICERTIFICATION: , The Finance Director certifies that funds are �� ailable in the current capital budget, as appropriated, of the State Revolving Fund - Sewer. MG:k Submitted for City Manager's Office by: Mike Groomer Originxting Department Head: A. Douglas Rademaker Additional Information Contact: I I sA t� „ � �d � .� i g� � a I FUND I ACCOUNT I CENTER I AMOUNT ' � (to) � „ 6140 I L 4 I ° 6157 � (from) " � PE42 541200 070420417420 $1,469,487.00 A. Douglas Rademaker 6157 I � w ,� � CITY SECRETARY � APPRO�IED�� ,IT Y COUN ,�i iG 17 1999 i �� I C�tq Secs wo th� T xas � City nf Fo�